Loading...
HomeMy WebLinkAbout265 Big Spring Ter 16-1208 New Construction SFHTHORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, GENERAL CONSTRUCTION NOTES: ' CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS LOT 15 THORNBROOKE 40 s � ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: III I THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. r) mR-S F1 FV R CEILING CONSTRUCTION: .4PI TNc.,TnN 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM$OARD OR EQUIVALENT IN ACCORDANCE WITH F.B,C,R - 5TH EDITION (2014) 8102.35. COB NUMBER 26002.046 LOT115 CAD FILE NAME LOT 115 GAMGE RIGHT EXTERIOR FIN15HE5: ISSUED 03-30-16 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5-C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063, ALL LATH AND LATH REVISED ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15,E APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R - 5TH EDITION (2014) R103b2 AND ASTM C 926, PER F.B.C.R, 5TH EDITION (2014) 8103.62,1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE5I5TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLOR MORRISON LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.G.R 5TH EDITION (2014) 8103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM rr REDRAW NOTES PLAN REVISIONS DRAWING INDEX OPENING HEIGHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 03-30-16 CREATED LOT SPECIFIC PLAN FOR LOT 115 IN THORNBROOKE 40's, ELEVATION ,"B" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 IN5ERT, 9 FT. POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, TRAY AT MASTER SUITE, VENT HOOD OUTSIDE, 8' INTERIOR DOORS, RADIANT BARRIER, UNDER CABINET LIGHTING IN KITCHEN, TV OUTLETS, CEILING FAN PRE-WIRE5 (1) AND RECE55ED CANS IN FAMILY ROOM AND MASTER 5UITE (8). COV - GENERAL NOTES INDEX SPECIFICATIONS FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. APPROVED SHINGLE FASHION IN SUCH A MANNER AS TO ENTRY OF WATER INTO THE WALL CAVITY OR 1 / / — SLAB I N E RFAC E PLAN 2. CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED PREVENT PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103,8. • x m 1T C r 0 i�Jp� O - MAIN FLOOR PLAN NOTES WINDOW INSTALLATION: O _j (3) — MAIN FLOOR P LAN DIMENSIONS I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2 B 1 — UPPER FLOOR P LAN NOTES DWELLING/ GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB o ) MECHANICAL AND HVAC: CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENT5: L ! > J N - INTERIOR ELEVATIONS, STAIR SECTION, DETAILSASPHALT PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. SHINGLES (► App�ICABLE) DOLL LN • ; 0A? 0 '� p N — FRONT ELEVATION I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN `oJ Co -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, IOONEE LAYER OF NDERLAYMENTIV OR A5TM D ICOMPLYIINNG WITH ASTM D 226, D IN ACCORDANCE TIYPEITH SECTION A5TM Q 4869, Ea 1 ATM D 4869, TYPE IV OR ASTM p FROM 15OREQUIRED IUNITS N ACCORDANCE WITH SECTICAL IN 12 UNITS TION HORIZONTAL N THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ER,PE 3B3 - FLASHING DETAILS 89052.1. 00Cti ZNL0 � — F L,_AS H I N G DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 4A /y �,. A — MAIN FLOOR ELECTRIC /` L P' /` N RECOMMENDATIONS OF FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM p 226, TYPE II; ASTM II; ASTM M MINERAL SURFACED AND SHALL INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 4B PLAN FLOOR ELECTRICAL LA D 2626, TYPE OR ASTM D 1910 OR D 6380, CLASS ROLL ROOFING BE WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OFRA5118,119OR12(D. BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM$OARD OR EQUIVALENT IN ACCORDANCE WITH F.B,C,R - 5TH EDITION (2014) 8102.35. COB NUMBER 26002.046 LOT115 CAD FILE NAME LOT 115 GAMGE RIGHT EXTERIOR FIN15HE5: ISSUED 03-30-16 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5-C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063, ALL LATH AND LATH REVISED ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15,E APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C,R - 5TH EDITION (2014) R103b2 AND ASTM C 926, PER F.B.C.R, 5TH EDITION (2014) 8103.62,1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE5I5TANT WEEP 5CREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE TAYLOR MORRISON LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB.G.R 5TH EDITION (2014) 8103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.65 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT, IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: 1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM rr REDRAW NOTES PLAN REVISIONS DRAWING INDEX OPENING HEIGHT OF 4411 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 03-30-16 CREATED LOT SPECIFIC PLAN FOR LOT 115 IN THORNBROOKE 40's, ELEVATION ,"B" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 IN5ERT, 9 FT. POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, TRAY AT MASTER SUITE, VENT HOOD OUTSIDE, 8' INTERIOR DOORS, RADIANT BARRIER, UNDER CABINET LIGHTING IN KITCHEN, TV OUTLETS, CEILING FAN PRE-WIRE5 (1) AND RECE55ED CANS IN FAMILY ROOM AND MASTER 5UITE (8). COV - GENERAL NOTES INDEX SPECIFICATIONS FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. APPROVED SHINGLE FASHION IN SUCH A MANNER AS TO ENTRY OF WATER INTO THE WALL CAVITY OR 1 / / — SLAB I N E RFAC E PLAN 2. CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED PREVENT PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103,8. 1 1T 2A1 - MAIN FLOOR PLAN NOTES WINDOW INSTALLATION: 2A2 — MAIN FLOOR P LAN DIMENSIONS I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2 B 1 — UPPER FLOOR P LAN NOTES DWELLING/ GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C.) OR HONEYCOMB 6C- MECHANICAL AND HVAC: CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENT5: 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILSASPHALT PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. SHINGLES (► App�ICABLE) 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 ; 3 B 1 — FRONT ELEVATION I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 3 B 2 -SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, IOONEE LAYER OF NDERLAYMENTIV OR A5TM D ICOMPLYIINNG WITH ASTM D 226, D IN ACCORDANCE TIYPEITH SECTION A5TM Q 4869, Ea 1 ATM D 4869, TYPE IV OR ASTM p FROM 15OREQUIRED IUNITS N ACCORDANCE WITH SECTICAL IN 12 UNITS TION HORIZONTAL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ER,PE 3B3 - FLASHING DETAILS 89052.1. d 3B4 � — F L,_AS H I N G DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 4A /y �,. A — MAIN FLOOR ELECTRIC /` L P' /` N RECOMMENDATIONS OF FRSA/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vaso IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.G.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM p 226, TYPE II; ASTM II; ASTM M MINERAL SURFACED AND SHALL INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 4B PLAN FLOOR ELECTRICAL LA D 2626, TYPE OR ASTM D 1910 OR D 6380, CLASS ROLL ROOFING BE WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OFRA5118,119OR12(D. SOFFIT, RIDGE VENT OR CRAWL SPACE. -UPPER 2 EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF 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 GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, G1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH REQUIRED TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. Results to be Verified 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE PRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • at Slab Inspection MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAP) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • O 8 FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 1 6 2 IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." CAN 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE 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 TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 1 COV APR 2 0 2018 • BY: MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. RECORD COPY TERMITE PROTECTION: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2, PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND RODF I)ON5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. REVIEWED FOR CODE COMPLIANCE 6C- MECHANICAL AND HVAC: PLANS EXAMINER 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 S-A • 1(d _ APPLICATION FOR PERMIT. DATE 2, MECHANICAL APPLIANCES SHALL BE ACCE5515LE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A,LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 5ANFORD BUILDING DIVISION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.126 GAUGE (0.48 A PERMIT 186UED SHALL BE CONSTRUED TO BE A mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, LICENSE TO PROCEED WITH THE WORK AND NOT AS 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALT_ ISSUANCE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL THE BUILDING OFFICIAL FROM THEREAFTER OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF REQUIRING A CORRECTION OF ERRORS IN PLANS, SECTIONS MI411.3. CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, 'TEST SOFFIT, RIDGE VENT OR CRAWL SPACE. COMPACTION 2 EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRED TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. Results to be Verified 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE PRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • at Slab Inspection MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAP) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE lib RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • O 8 FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE FROM THE ROOM IN WHICH THE DRYER 1 6 2 IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." CAN 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE 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 TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 1 COV APR 2 0 2018 • BY: 15'-0" 65'-4" kL 401-411 All. 15'-0" PITCH 1/6" / FT. Q w 13'-8" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * co a� r Co�0 0 ��N0) rA c M Lo N OaU.M L C. 0 0 yah �. `0� C0 � o ��N L J 0 T� ■ 0 ZNoe --- _ l W.N. all all G.G. VERIFY ACRYLIC ON LANAI @ II 204" i 8" I 1 71]I 0" ck \ / OF REF. I - AA SLAB G.J, i C.J. 3B2 PITCHb -------- ------------------t---------------------- 1/8" / FT. o @ PROVIDE WATER / �� PITCH _ } eREFERENCELu LINE FOR ICE MAKER // TO DRAIN o ELEVATION G/O >i < `^ } �- u w - NOTE: ALL SLAB ANGLES / 2'-1" PAVER DRIVE / LEAD WALK ARE AT 45° (UN.O.) cO I AIR HANDLER 18'-6" I 8" 3/4" CONDENSATION DRAIN BY PLUMBER b LINES FROM"? 3' 8" c,., UPPER FLOOR II 3/4" RECESS FOR ENTRY DRN- __JI 14" P.V.G. 12 9 " 28'•8" I �^ 10' 11" 8' L. 21.811 21.0 ` � PAVER& _ 11 PAD (SEE MECH. I 1 ��u I 5'-4" 13'-61, 1g'-0" CONTRACTOR TILE I c^ CONDENSATION I Jl 1 Q 1 31.811 FOR LOC) SHOWER 3/4" IaI L J F- - - , r , 1 1 1 I 3/4" CONDENSATION ABV. 2'_0" RECESS i 4" P.V.C. DRAIN BY PLUMBER r \ M DRAIN BY PLUMBER AIR HANDLER - x / \ Lava 5 6 LINES FROM N 1 I 1 PED. h J AY - F ti 1 I UPPER FLOOR -' N I I - W.C. ago - - _ ` _ - 8" GM.U. WALL ABV. _ - _ 8" G.M.U. WALL ABV. kL 401-411 All. 15'-0" PITCH 1/6" / FT. Q w 13'-8" G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * • JOB NUMBER 26002.046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED r DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM TAMP \n`/ 1994 F� a i to i=07 fu d b . ,p eVIA®��1/IIIII�i1 � ®®� W i� oC Z W n cy�i0 Ln rf000 0 >= �a�,�nlMc 2585 ItQA) F01111i • F,>. ;V111% TITLE SLAB INTERFACE PLAN #1 6 -'1 2 0 8 SLAB INTERFACE PLAN GARAGE RIGHT C x w r Co�0 0 ��N0) rA c M Lo N OaU.M L C. 0 0 yah �. `0� C0 � o ��N L J 0 T� ■ 0 ZNoe • JOB NUMBER 26002.046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED r DAVIS BEWS DESIGN GROVP 150 STATE STR= EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM TAMP \n`/ 1994 F� a i to i=07 fu d b . ,p eVIA®��1/IIIII�i1 � ®®� W i� oC Z W n cy�i0 Ln rf000 0 >= �a�,�nlMc 2585 ItQA) F01111i • F,>. ;V111% TITLE SLAB INTERFACE PLAN #1 6 -'1 2 0 8 SLAB INTERFACE PLAN GARAGE RIGHT REFER TO SHEET 2A2 FOR MAIN FLOOR T.o.M. T.OM. T.o.M. T.O.M. T.OM. PLAN DIMENSIONS 9'-4" g 4 9' 4" 2 26 5H. VENT HOOD AND g _4 g _4 A.F.F. A.F.F. Hp, AT 8'-0" MICRO TO EXTERIOR AF.F. N.B. Q- 1 ----- ---- WH. T.O.M. BOTT-OF LINT T.O.M. i 1ILI 9 4 AT 8 (D A.F.F. I _ I RANGE ( �- — — — — — — - A.F.F. 1 1 O W/ HOOP I 1 G.C. VERIFY ACRYLIC 1 N 1 1 1 ON LANAI ARCH FROM 1 � 810117081811 I A� 1 O 1 0 1 1 LANAI o FAMILY ROOM I zc I I INSULATE LINE of SECOND DINING i KITCHEN 9'-8"x14'-4" += 19'-6'x14 —0" FLOOR ABV. I 10'-6"x14'-0" \ / „ 2—STORY VOLUME i / \ 9'-4" FLAT CLG. 1 WALLS 1 g'-4" PLT. HT. 1 1 OL 1 9'-4" FLAT CLG. UI n I I AA 2_6_T_ORY 19'-4" / I 11 362 I @ CLG. c� / X� I 1 1 I GARAGE °„ 1 1 i 9'-4” PLT. HT. � 1 1 TOM, I GPT. TILE / / 5INSULATE � PAVER DRIVE /LEAD WALK 1 T.OM. g 4 OPENING I 42" H. / cb' STAIR DATA: ARCH FROM q�+ �0`' ABOVE o I oc 1 9'4 AFF. o ?0 UNDER LOW WALL . % IS RISERS AT 8 �D TO 8 8 / / LINE OF SECOND 1 n 6TAIR51.38" EACH / ( FLOOR ABY.121 1Lu I0.00" TREADS FLUSH FRAME � �' � — = N :3� 8' 8" FLAT CLG, TO FURRING _9'.4" SLOPING 1 2 5 OR 9'-4` AIR HANDLER LINES FROM BARREL ARCH II T a CLG. ,CLG. — I v0 UME CLG. 1 � I UPPER FLOOR � 9'"4�� TO 51.811 0 LINE OF SECOND � 1 61 1 FLAT HDR. — (2) 2 6 8 0 CLG. FOYER I FLOOR ABV. L — — — — — — — —� AT 4'-4" 1 a 0 5 5H. � g'-4" INSULATE 1 5EE SECTION I 9'-4" \ FLAT CLG. WALLS I MASTER SUITE1 c�1 CLG. 1 \ 16 —0 x14 —4 . 9'-4" \\ \ 2-4x8-0 ARCH FROM oc LL; T.OM. � I 9'-4" TRAY CLG. I � I BFp CLG. � �� �_� \\ � O� 1 z 6x8 -o M.C. i ��- ENTRY BFp ;� 8 0 TO 8 8 0 ,� a 9'-4" a? > DEN �� 9'-4" PLT. HT. 1 = A.F.F. a CPT. TIL M. BATH 10'-4"x10'-6" �— — —� C G.C. VERIFY Q 8'-8" 9'-4" 9'-4" FLAT CLG. 1 PAYERS ATTENTION TRU55 MANUF; g —4" FLAT CLG I oc 1 co a RADIANT BARRIER TRAY CLG. IN MA5TER CLG. CL �X�,� 1 I o 1 PWDR. FLUSH FRAME 1 SUITE 15 DOU1N-FRAMED 24116 TILE 0 0 1 _ 9'-4" G.G. VERIFY 84" H. 1 -6x8 -m L 1_ _I TO FURRING SHOWER TEMP. GL. ENCL. r 1 CLG. T.OM. 1 INTERIOR DOORS r r - L BFp a ON 42" H. LOW WALL HANSEN 1 I UTIL 1 BOX 1 AT MAIN FLOOR LAY. 20" H. TIL 2 - 26 5H. I 1 * 1 CLG. PED. — — — — - — — — — 1 I 1 1 5 5H. SEAT � HD. AT 8'-0" L_ — -I LAV W.C. L----� L----� 1111114 1 3'-0"x3-0" A/C 3'-0"x3-0" A/C H.B. 24 SH. 13 TEMP. 5H. G,C. VERIFY GLA55 FLAT HEADER INSERT FOR FRONT PAD (SEE MECH. PAD (5EE MECH. T.D.M. TEMP. H. SNCL. AIR HANDLER HD. AT 84" HD. AT 8'-D" JT.O.M. DOOR CONTRACTOR CONTRACTOR g _4 ON 42" H. LOW WALL LINES FROM AT 8' 0" AFF, g, 4„ FOR LOG.) FOR LOG.) UPPER FLOOR DIRECT VENT DRYER AFF, THRU EXT. WALL HATCHING LEGEND IN5ULATE WALL SAtNF ,RD "� sLL 0 A f I b- 1 1 MAIN FLOOR 14(oI S.P. TYPICAL MASONRY 1115 S.F. TOTAL LI\/ING WINDOW SCHEDULE G,4R,4GE 455 5.F. WINDOW WIDTHS 139 S.F. ENTRE' I1 S.F. 2011 11 21 3 111 5311 D�jM WINDOW CALL -OUTS ,,. 2>.jcv M Lo Lm OpLL 2611 '°�� 12 5H 1/2 32 5H 22 5H 32 5H Lu �Yro� J m 00 ti = 3911 0 13 5H 1/2 33 5H 23 5H 33 5H J p 5111 14 5H 1/2 34 5H 24 5H 34 5H ? 63" 0 15 5H 1/2 35 5H 25 5H 35 5H Z 1211 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, ui ui WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER ~O MANUFACTURER AND 5PEGIFIGATION5. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) REFER TO SHEET 2A2 FOR MAIN FLOOR T.o.M. T.OM. T.o.M. T.O.M. T.OM. PLAN DIMENSIONS 9'-4" g 4 9' 4" 2 26 5H. VENT HOOD AND g _4 g _4 A.F.F. A.F.F. Hp, AT 8'-0" MICRO TO EXTERIOR AF.F. N.B. Q- 1 ----- ---- WH. T.O.M. BOTT-OF LINT T.O.M. i 1ILI 9 4 AT 8 (D A.F.F. I _ I RANGE ( �- — — — — — — - A.F.F. 1 1 O W/ HOOP I 1 G.C. VERIFY ACRYLIC 1 N 1 1 1 ON LANAI ARCH FROM 1 � 810117081811 I A� 1 O 1 0 1 1 LANAI o FAMILY ROOM I zc I I INSULATE LINE of SECOND DINING i KITCHEN 9'-8"x14'-4" += 19'-6'x14 —0" FLOOR ABV. I 10'-6"x14'-0" \ / „ 2—STORY VOLUME i / \ 9'-4" FLAT CLG. 1 WALLS 1 g'-4" PLT. HT. 1 1 OL 1 9'-4" FLAT CLG. UI n I I AA 2_6_T_ORY 19'-4" / I 11 362 I @ CLG. c� / X� I 1 1 I GARAGE °„ 1 1 i 9'-4” PLT. HT. � 1 1 TOM, I GPT. TILE / / 5INSULATE � PAVER DRIVE /LEAD WALK 1 T.OM. g 4 OPENING I 42" H. / cb' STAIR DATA: ARCH FROM q�+ �0`' ABOVE o I oc 1 9'4 AFF. o ?0 UNDER LOW WALL . % IS RISERS AT 8 �D TO 8 8 / / LINE OF SECOND 1 n 6TAIR51.38" EACH / ( FLOOR ABY.121 1Lu I0.00" TREADS FLUSH FRAME � �' � — = N :3� 8' 8" FLAT CLG, TO FURRING _9'.4" SLOPING 1 2 5 OR 9'-4` AIR HANDLER LINES FROM BARREL ARCH II T a CLG. ,CLG. — I v0 UME CLG. 1 � I UPPER FLOOR � 9'"4�� TO 51.811 0 LINE OF SECOND � 1 61 1 FLAT HDR. — (2) 2 6 8 0 CLG. FOYER I FLOOR ABV. L — — — — — — — —� AT 4'-4" 1 a 0 5 5H. � g'-4" INSULATE 1 5EE SECTION I 9'-4" \ FLAT CLG. WALLS I MASTER SUITE1 c�1 CLG. 1 \ 16 —0 x14 —4 . 9'-4" \\ \ 2-4x8-0 ARCH FROM oc LL; T.OM. � I 9'-4" TRAY CLG. I � I BFp CLG. � �� �_� \\ � O� 1 z 6x8 -o M.C. i ��- ENTRY BFp ;� 8 0 TO 8 8 0 ,� a 9'-4" a? > DEN �� 9'-4" PLT. HT. 1 = A.F.F. a CPT. TIL M. BATH 10'-4"x10'-6" �— — —� C G.C. VERIFY Q 8'-8" 9'-4" 9'-4" FLAT CLG. 1 PAYERS ATTENTION TRU55 MANUF; g —4" FLAT CLG I oc 1 co a RADIANT BARRIER TRAY CLG. IN MA5TER CLG. CL �X�,� 1 I o 1 PWDR. FLUSH FRAME 1 SUITE 15 DOU1N-FRAMED 24116 TILE 0 0 1 _ 9'-4" G.G. VERIFY 84" H. 1 -6x8 -m L 1_ _I TO FURRING SHOWER TEMP. GL. ENCL. r 1 CLG. T.OM. 1 INTERIOR DOORS r r - L BFp a ON 42" H. LOW WALL HANSEN 1 I UTIL 1 BOX 1 AT MAIN FLOOR LAY. 20" H. TIL 2 - 26 5H. I 1 * 1 CLG. PED. — — — — - — — — — 1 I 1 1 5 5H. SEAT � HD. AT 8'-0" L_ — -I LAV W.C. L----� L----� 1111114 1 3'-0"x3-0" A/C 3'-0"x3-0" A/C H.B. 24 SH. 13 TEMP. 5H. G,C. VERIFY GLA55 FLAT HEADER INSERT FOR FRONT PAD (SEE MECH. PAD (5EE MECH. T.D.M. TEMP. H. SNCL. AIR HANDLER HD. AT 84" HD. AT 8'-D" JT.O.M. DOOR CONTRACTOR CONTRACTOR g _4 ON 42" H. LOW WALL LINES FROM AT 8' 0" AFF, g, 4„ FOR LOG.) FOR LOG.) UPPER FLOOR DIRECT VENT DRYER AFF, THRU EXT. WALL HATCHING LEGEND IN5ULATE WALL SAtNF ,RD "� sLL 0 A f I b- 1 1 MAIN FLOOR 14(oI S.P. IUPPER FLOOR 1115 S.F. TOTAL LI\/ING 2582 S.F. G,4R,4GE 455 5.F. LANAI 139 S.F. ENTRE' I1 S.F. TOTAL SQ. FT. 3241 S.F. MAIN FLOOR PLAN NOTES GARAGE %RIGHT JOB NUMBER 26002.046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813.925 . Qjj W W W.D0 _k T E>r 94. ®®: • LL u1 u W Ln >= 0 L L� z u� c,c oc 2585 • TITLE • MAIN FLOOR PLAN NOTES HEET I S A I • x 0 w 0 00 0 0 I , -IcYih� D�jM Y/ 0 ,,. 2>.jcv M Lo Lm OpLL 00 '°�� 0-j O �Yro� J m 00 ti ZNL0 JOB NUMBER 26002.046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925. 1300 TEL 813.925 . Qjj W W W.D0 _k T E>r 94. ®®: • LL u1 u W Ln >= 0 L L� z u� c,c oc 2585 • TITLE • MAIN FLOOR PLAN NOTES HEET I S A I 9' 8" 65'4" 1'-4" 1'-8" S" 29' 0" 36'-4" REFER TO 6HEET 2AI FOR MAIN FLOOR PLAN NOTE6 �SANIFORD #16- 1208 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 14 GARAGE RIGH1 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 • • X ca r. C O 0) ` `. ` 0 115. E y� T r 0 JM� O -i co p� i . 0W�M r > i J cv ooh, co 0, ~ '2zo -0 0� �O iL- 06Y C'i Dol�ti ZN�a' EW��Cc�Df T •-�81T3✓E d- ch r Q i— 9' 8" 65'4" 1'-4" 1'-8" S" 29' 0" 36'-4" REFER TO 6HEET 2AI FOR MAIN FLOOR PLAN NOTE6 �SANIFORD #16- 1208 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 14 GARAGE RIGH1 0 JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 • • X ca r. C O 0) ` `. ` 0 115. E y� T r 0 JM� O -i co p� i . 0W�M r > i J cv ooh, co 0, ~ '2zo -0 0� �O iL- 06Y C'i Dol�ti ZN�a' EW��Cc�Df T •-�81T3✓E . 1994 0 JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED13. EW��Cc�Df T •-�81T3✓E . 1994 y i LL 6 4. y 0. noww 1.J --.51 . •a. orrr >roriltw�rit z 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925,,x. �}13Q0�0 TEL SW W W,�N73Lr) rtloo 0 >= 0 2585 , • TITLE • MAIN FLOOR PLAN DIMENSIONS2A2Oil" Noma • SHEET • EW��Cc�Df T •-�81T3✓E . 1994 y i LL 6 4. y 0. noww 1.J --.51 . •a. orrr >roriltw�rit z 1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925,,x. �}13Q0�0 TEL SW W W,�N73Lr) rtloo 0 >= 0 2585 , • TITLE • MAIN FLOOR PLAN DIMENSIONS2A2Oil" Noma • SHEET • HD. AT 1'-8" FAN ANL) UKAIN PLATFOI?l UNDER A.N.U. MU. Al 1 •O * EGRESS CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL 6E A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, $HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 TYPICAL WOOD FRAME WINDOW SCHEDULE x WINDOW WIDTHS r 0 ` 2011 2411 36" 4811 H N WINDOW CALL -OUTS r 0 0 v .0N warE 6. -� C O (D 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. Lu ZNL0 _ 24" 1 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 3611 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H F--1 Z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, uj u WINDOW 51ZE5 AND INSTALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW USED (SINGLE HUNG -5H, CASEMENT- G5MT, OR FIXED GLA55- F.G.) HD. AT 1'-8" FAN ANL) UKAIN PLATFOI?l UNDER A.N.U. MU. Al 1 •O * EGRESS CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL 6E A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, $HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 • JOB NUMBER 26002046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMP \\11 in LL � e r p; - torr rer+ iLr) 0 rrr J 258 5 • - TITLE • SAAlpc'F�o UPPER FLOOR PLAN NOTES #16-120 UPPER FLOOR PLAN NOTES GARAGE YRIGHT x r 0 ` J 0 0 JMh�, i 0 M N 0 G I L• 0 0 v .0N warE 6. -� C O _0 �Y 0_°' cmCD6. 0 00C ZNL0 • JOB NUMBER 26002046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMP \\11 in LL � e r p; - torr rer+ iLr) 0 rrr J 258 5 • - TITLE • SAAlpc'F�o UPPER FLOOR PLAN NOTES #16-120 UPPER FLOOR PLAN NOTES GARAGE YRIGHT m ,SNF -0D O�p�11�7�� � UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 a1 W 813 JA pQ . 18Q I y�V.DAVISB• • •S. �� `4 S 4 ° co co �w 111 • / Qi Y 4 • p^� • b. 41 ,! 4K `, 1 �,/1MN1{{11111 0 0 m0 z z V oc z oc 0 Lr)Tmq 0 oC 2585 • x m w r u� _j 0 0 _1 D rrAA i M Y/ Lo .2 C=* >;JN Q Q `L M O0 `0�X00 LL C',Y tJ'W 6. 00c z 1 Ot JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 a1 W 813 JA pQ . 18Q I y�V.DAVISB• • •S. �� `4 S 4 ° co co �w 111 • / Qi Y 4 • p^� • b. 41 ,! 4K `, 1 �,/1MN1{{11111 0 0 m0 z z V oc z oc 0 Lr)Tmq 0 oC 2585 T T T T STAIR NOTE5: RAILING BALU5TER5 5HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GR45PA5LE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA OPT. 8" TRAY CLG. IN MASTER SUITE UNDER -FAIR PROTECTION ENCLO5ED ACCE651BLE SPACE UNDER 6TAIR5 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R - 5TH EDITION (2014) R302.1 36" H. CONTINUOUS 42" H GRASPABLE LOW WALL 3/4" PLYWD. RAILING DECKING BEAM BEAM LINE OF 6'-8" MIN. FLOOR 5Y5TEM HEAD CLEARANCE FLOOR -i N, 2x 5TRINGER5\ 10.00° 42" H. - — — lT,� LOW WALL II— N u 1" N051NG I- — (TYP.) STORAGE UNDER `r 2x TREAD5 AND 5TAIR5 `r Ix R15ER5 (TYP.) m N 11 TREADS AT 1020" EACH STAIR SECTION SCALE: 1/4" = I'-0" T -- TYP. ARCHWAY A SCALE: 1/4" = 14" JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED N x m 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925 813. 9 \`if" 0® VISBEWS O1V1� T • 1 s ��•e i. j r 0 J0to 0 e e ® e i C z /'11!1!1'q;;r 0 0 i 0 N°l/1�M z 0 (if) L M OQLN 0 0 0 Ln o 0 0 1 >7 a L -J (D �- 00 4 c(� ZNLd JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED 25 8 5 1 �UIL.Oq" SANPopko #16- 1208 PLAN DETAILS- SCALE: 1/4" = I'-0" GARAGE RIGHT • TI TLE • PLAN DETAILS • SHEET • N DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925 813. 9 \`if" 0® VISBEWS O1V1� T • 1 s ��•e i. j r� leawe e e ® e i C z /'11!1!1'q;;r 0 0 z 0 (if) 0 Ln 0 1 >7 25 8 5 1 �UIL.Oq" SANPopko #16- 1208 PLAN DETAILS- SCALE: 1/4" = I'-0" GARAGE RIGHT • TI TLE • PLAN DETAILS • SHEET • N 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" I' -m" r LEAR OPENING HEIGHTS LING UNITS, WHERE THE OPENIING OF AN OPERABLE 15 LOCATED MORE THAN 12 INCHES ABOVE THE D GRADE OR SURFACE BELOW, THE LOWEST PART CLEAR OPENING OF THE WINDOW SHALL BE A OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE IN WHICH THE WINDOW 15 LOCATED. OPERABLE NS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE PENINGS ARE LOCATED WITHIN 24 INCHES OF THE ID FLOOR PER FB.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) 8312.2 12 Q w- 6 LSHINGLE 6 G.C. VERIFY ALUMINUM ROOF? 12 FASCIA OVER 2x6 6� -- STUCCO 6" BANDING 5116•FA6CIA (TYPICAL) FIN15N —i - PLT. HT. SHINGLE ROOF PLT. HT. 15TUCCO ZSTUCCO 4" BANDING FIN15H FIN15H (TYP.) 7 6" BANDING 12 12 STUCCO 12 6 6�'' LSHINGLE 6� � SECOND F.F. LINE ROOF FINISH z T.O.M. _ - SHINGLE ROOF - T.O.M. O OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 6" BANDING Www.DAVISBEW&CQM w cz 8" BANDING -ate k Lu } x BANDING cO 0;5k4 i* LE.0-j =,ro, ' INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" I' -m" r LEAR OPENING HEIGHTS LING UNITS, WHERE THE OPENIING OF AN OPERABLE 15 LOCATED MORE THAN 12 INCHES ABOVE THE D GRADE OR SURFACE BELOW, THE LOWEST PART CLEAR OPENING OF THE WINDOW SHALL BE A OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE IN WHICH THE WINDOW 15 LOCATED. OPERABLE NS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE PENINGS ARE LOCATED WITHIN 24 INCHES OF THE ID FLOOR PER FB.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) 8312.2 12 Q w- 6 LSHINGLE 6 G.C. VERIFY ALUMINUM ROOF? 12 FASCIA OVER 2x6 6� -- STUCCO 6" BANDING 5116•FA6CIA (TYPICAL) FIN15N —i - PLT. HT. SHINGLE ROOF PLT. HT. 15TUCCO ZSTUCCO 4" BANDING FIN15H FIN15H (TYP.) 7 6" BANDING 12 12 STUCCO 12 6 6�'' LSHINGLE 6� � SECOND F.F. LINE ROOF FINISH SECOND F.F. LINE T.O.M. _ - SHINGLE ROOF - T.O.M. 00 _j OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 6" BANDING Www.DAVISBEW&CQM TAMPA • -� 94 cz 8" BANDING -ate �pLL Lu 00 :2'a -0 BANDING cO 0;5k4 LE.0-j =,ro, t J N m L.S ro� y� T z 01 i ❑❑❑❑��� TEXTURED FIN15H TEXTURED FINISH � ❑���❑❑�� _ � SMOOTH SMOOTH TEXTURED � ❑ � � � � ❑ � �., �, TEXTURED QUOINS (TYP) QUOINS (TYP.) MAIN FF. LINE J, I N MAIN F.F. LINE GRADE LINE 4" BANDING TEMP. G.G. VERIFY GLASS GRADE LINE (ASSUMED) DOOR SURROUND FR. DR. INSERT FOR FRONT (A55UMED) DOOR. FRONT ELEVATION SCALE: 1/4" : I'-0" • JOB NUMBER 26002.046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED • x m DAVIS BEWS lo Lo C D0 o� 00 _j OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL � i Y/ 0 co Www.DAVISBEW&CQM TAMPA • -� 94 co > > J N -ate �pLL Lu 00 :2'a -0 cO 0;5k4 LE.0-j =,ro, t J N m L.S ro� y� T z 01 • JOB NUMBER 26002.046 • CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED v 0 7F m O z cn pmmq O � = O Ln rt#o >7 0 < 2585 , %i6-1208 ELEVATION "B" GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX Www.DAVISBEW&CQM TAMPA • -� 94 v 0 7F m O z cn pmmq O � = O Ln rt#o >7 0 < 2585 , %i6-1208 ELEVATION "B" GARAGE RIGHT U.o -ate Lu i v 0 7F m O z cn pmmq O � = O Ln rt#o >7 0 < 2585 , %i6-1208 ELEVATION "B" GARAGE RIGHT LANAI ROOF -------------- -------------- - VENT REQUIREMENTS I VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. 0 4d2 HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. I I I # UPPER 2/3 ROOF VENTS REQUIRED =1 6 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. 6:12 Lu ACTUAL SOFFIT VENTILATION = 232.8 SQ. IN. I I �f I I �e i I do I I I I UPPER ROOF I I VENT REQUIREMENTS I I 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 u, OF ALL RAISED TEXTURED FINISH BANDING arc o AND SAND FINISHED KEY6TONE5 (WHERE Lu APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT M SPFr, PIr, K;:YNrTF rAl I -0I1T � INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.2 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 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 7 Q6 GIRDER TRU55 ROOF TRUSSES AT 24" O.C, ab (TYPICAL) 0 � ❑ ❑ ❑ ❑ Q El❑ /2 -STORY BR. 3 LC 111 voLUME ROOF TRUSSES AT 24" O.C. 0 ❑ ❑ ❑ ❑ a 4 (TYPICAL) —FLOOR SYSTEM �- BEAM �� �❑ �❑ �� IN LINTEL GARAGE u KI FAMILY on v cf� asI Hl SECTION AA. SCALE: 1/8" = 1'-0° 6 I� ab /SHINGLE SHINGLE 6 1� ROOF 7 ROOF PLT. HT_ / _ _ _ _ PLT. HT. _ B-TEMP.Lstucca /STUCCOFIN16H FINISH 7 r- SHINGLE �/ HINGLE II ROOF Lg SECOND F.F. LINE SECOND F.F. LINE 8 ab ROOF SECOND F.F. LINE T.O.M. _ — T.O.M. v <r _ /TEXTURED FINIS eck TEMP, MAIN F.F. LINE ZTEXTURED FINISH MATCH <r �l DISTANCE' AT FRONT MAIN FF. LINE GRADE LINE TEMP. G.C. VERIFY GLA55 GRADE LINE (ASSUMED) FR. DR INSERT FOR FRONT DOOR. (ASSUMED) LEFT ELEVATION SCALE: 1/6" = 14" 12 12 6� L SHINGLE 6 12 Q6 ROOF �-- SHINGLE PLT. HT. ROOF -- PLT. HT. co /STUCCO Q F.G. FINI� SECOND F.F. LINE 4� SFl7 'SHINGLE $ll SECOND FF. LINE T.O.M. ROOF - T.OM. v v TEXTURED _ TEXTURED FIN15H FINISH �T MAIN FF. LINE 11TEMP. MAIN FF. LINE GRADE LINE `GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 1'-0" 12b ,,// a G.G. VERIFY ALUMINUM 2SHINGLE12 SHINGLE FASCIA OVER 2x6 ROOF L6 ROOF 5116-FA5CIA (TYPICAL) PLT. NT. PLT. HT. e STUCCO - STUCCO STUCCO � FINISH FINISH FINISH /SHINGLE ROOF : 4 SECOND FF. LINE_ ROOF 8" SECOND FF. LINE ROOF 8 SECOND FF. LINE T.O.M. _ T.O.M. /TEXTURED TEXTURED /TEXTURED7-- MATCH @ _ DISTANCE FINISH v; FINISH 7 FINISH 7 AT FRONT �l l �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE � ILI��N� GRADE LINE GRADE LINE SANFORD (ASSUMED) (ASSUMED) .RIGHT ELEVATION C e SCALE: 1/8" - 1'-0" # 1 U- 1 2 0 0 ELEVATION "B" GARAGE RIGHT VENTILATION CALCULATIONS I I I I 150 STATE STREET EAST OUYMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ. FT. I I I I j I I I 0 rI 1 X 144 = 703 SQ. IN.b u, HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. M M 2 ai r N 12 I _a 6 6:12 °6i•M • # UPPER 2/3 ROOF VENTS REQUIRED = 3 0 O � d L--------- HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. 0-� �O j U. Y o) ACTUAL SOFFIT VENTILATION =1477.6 SQ. IN. J 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 u, OF ALL RAISED TEXTURED FINISH BANDING arc o AND SAND FINISHED KEY6TONE5 (WHERE Lu APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT M SPFr, PIr, K;:YNrTF rAl I -0I1T � INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.2 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 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 7 Q6 GIRDER TRU55 ROOF TRUSSES AT 24" O.C, ab (TYPICAL) 0 � ❑ ❑ ❑ ❑ Q El❑ /2 -STORY BR. 3 LC 111 voLUME ROOF TRUSSES AT 24" O.C. 0 ❑ ❑ ❑ ❑ a 4 (TYPICAL) —FLOOR SYSTEM �- BEAM �� �❑ �❑ �� IN LINTEL GARAGE u KI FAMILY on v cf� asI Hl SECTION AA. SCALE: 1/8" = 1'-0° 6 I� ab /SHINGLE SHINGLE 6 1� ROOF 7 ROOF PLT. HT_ / _ _ _ _ PLT. HT. _ B-TEMP.Lstucca /STUCCOFIN16H FINISH 7 r- SHINGLE �/ HINGLE II ROOF Lg SECOND F.F. LINE SECOND F.F. LINE 8 ab ROOF SECOND F.F. LINE T.O.M. _ — T.O.M. v <r _ /TEXTURED FINIS eck TEMP, MAIN F.F. LINE ZTEXTURED FINISH MATCH <r �l DISTANCE' AT FRONT MAIN FF. LINE GRADE LINE TEMP. G.C. VERIFY GLA55 GRADE LINE (ASSUMED) FR. DR INSERT FOR FRONT DOOR. (ASSUMED) LEFT ELEVATION SCALE: 1/6" = 14" 12 12 6� L SHINGLE 6 12 Q6 ROOF �-- SHINGLE PLT. HT. ROOF -- PLT. HT. co /STUCCO Q F.G. FINI� SECOND F.F. LINE 4� SFl7 'SHINGLE $ll SECOND FF. LINE T.O.M. ROOF - T.OM. v v TEXTURED _ TEXTURED FIN15H FINISH �T MAIN FF. LINE 11TEMP. MAIN FF. LINE GRADE LINE `GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 1'-0" 12b ,,// a G.G. VERIFY ALUMINUM 2SHINGLE12 SHINGLE FASCIA OVER 2x6 ROOF L6 ROOF 5116-FA5CIA (TYPICAL) PLT. NT. PLT. HT. e STUCCO - STUCCO STUCCO � FINISH FINISH FINISH /SHINGLE ROOF : 4 SECOND FF. LINE_ ROOF 8" SECOND FF. LINE ROOF 8 SECOND FF. LINE T.O.M. _ T.O.M. /TEXTURED TEXTURED /TEXTURED7-- MATCH @ _ DISTANCE FINISH v; FINISH 7 FINISH 7 AT FRONT �l l �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE � ILI��N� GRADE LINE GRADE LINE SANFORD (ASSUMED) (ASSUMED) .RIGHT ELEVATION C e SCALE: 1/8" - 1'-0" # 1 U- 1 2 0 0 ELEVATION "B" GARAGE RIGHT • • x �a I I 150 STATE STREET EAST OUYMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TANIMKI W 1 piftWEPL EST' 1924 I I I I I I I 0 rI 1 I I I 0 3 M M 2 ai r N 6:12 6:12 °6i•M • 0 O � d L--------- ----- ---J 0-� �O U. Y o) J 0020 40 z C'4 _I w 6:12 -, 6:12 LOWER ROOF I �- VENT REQUIREMENTS VENTILATION CALCULATIONS I I ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT, j X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. `A ~ o , . I # UPPER 2/3 ROOF VENTS REQUIRED = i j _ _ _ - AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 2hHALF ACTUAL SOFFIT VENTILATION = 504.4 SQ. IN. _^ TYR OVERHANG AA AT HIP (UND.) ROOF PLAN, SCALE: 1/8" - 1411 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: THIS DETAIL 5HOW5 THE TYPICAL THICKNE55 u, OF ALL RAISED TEXTURED FINISH BANDING arc o AND SAND FINISHED KEY6TONE5 (WHERE Lu APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT M SPFr, PIr, K;:YNrTF rAl I -0I1T � INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.2 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 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 FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 7 Q6 GIRDER TRU55 ROOF TRUSSES AT 24" O.C, ab (TYPICAL) 0 � ❑ ❑ ❑ ❑ Q El❑ /2 -STORY BR. 3 LC 111 voLUME ROOF TRUSSES AT 24" O.C. 0 ❑ ❑ ❑ ❑ a 4 (TYPICAL) —FLOOR SYSTEM �- BEAM �� �❑ �❑ �� IN LINTEL GARAGE u KI FAMILY on v cf� asI Hl SECTION AA. SCALE: 1/8" = 1'-0° 6 I� ab /SHINGLE SHINGLE 6 1� ROOF 7 ROOF PLT. HT_ / _ _ _ _ PLT. HT. _ B-TEMP.Lstucca /STUCCOFIN16H FINISH 7 r- SHINGLE �/ HINGLE II ROOF Lg SECOND F.F. LINE SECOND F.F. LINE 8 ab ROOF SECOND F.F. LINE T.O.M. _ — T.O.M. v <r _ /TEXTURED FINIS eck TEMP, MAIN F.F. LINE ZTEXTURED FINISH MATCH <r �l DISTANCE' AT FRONT MAIN FF. LINE GRADE LINE TEMP. G.C. VERIFY GLA55 GRADE LINE (ASSUMED) FR. DR INSERT FOR FRONT DOOR. (ASSUMED) LEFT ELEVATION SCALE: 1/6" = 14" 12 12 6� L SHINGLE 6 12 Q6 ROOF �-- SHINGLE PLT. HT. ROOF -- PLT. HT. co /STUCCO Q F.G. FINI� SECOND F.F. LINE 4� SFl7 'SHINGLE $ll SECOND FF. LINE T.O.M. ROOF - T.OM. v v TEXTURED _ TEXTURED FIN15H FINISH �T MAIN FF. LINE 11TEMP. MAIN FF. LINE GRADE LINE `GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" = 1'-0" 12b ,,// a G.G. VERIFY ALUMINUM 2SHINGLE12 SHINGLE FASCIA OVER 2x6 ROOF L6 ROOF 5116-FA5CIA (TYPICAL) PLT. NT. PLT. HT. e STUCCO - STUCCO STUCCO � FINISH FINISH FINISH /SHINGLE ROOF : 4 SECOND FF. LINE_ ROOF 8" SECOND FF. LINE ROOF 8 SECOND FF. LINE T.O.M. _ T.O.M. /TEXTURED TEXTURED /TEXTURED7-- MATCH @ _ DISTANCE FINISH v; FINISH 7 FINISH 7 AT FRONT �l l �l MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN F.F. LINE � ILI��N� GRADE LINE GRADE LINE SANFORD (ASSUMED) (ASSUMED) .RIGHT ELEVATION C e SCALE: 1/8" - 1'-0" # 1 U- 1 2 0 0 ELEVATION "B" GARAGE RIGHT JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED • • x �a 150 STATE STREET EAST OUYMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TANIMKI W 1 piftWEPL EST' 1924 loo 0 Ja'N9', 0 3 M M 2 ai r N La °6i•M • 0 O � d 0-� �O U. Y o) J 0020 40 z C'4 JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED 1. 25851.1 • TITLE .�. • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • 3B2. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUYMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TANIMKI W 1 piftWEPL EST' 1924 1. 25851.1 • TITLE .�. • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • 3B2. #3 BUILDING WRAP TO GO OVER FLASHING #2 � I IN � I � I I � I FLASHING TO BE FLEXIBLE SELF T#1 ADHESIVE TYPE (MIN 6" WIDE) T T PRECAST LINTEL TTTTTTT TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 15/32 O.S.B. SHEATHING ELEVATIONS WITH APPROVED BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z UNDERLAYMENT (REFER TO C x 0 FLASHING UNDER S.G.D. AS 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' -1" BEAD OF 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 0) @fA�M AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE CONST. ADHESIVE TO BE APPLIED am N 1 Qj r N ROOF FRAMING PLAN CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 0 0 '° .0 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 0CO AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL � N = J fC 0Oo ro� EXTERIOR FINISH LI WATER PROOF CAULKING ZN2,1 PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Mal WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO C x 0 COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF 0 0 TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 0) @fA�M AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER am N 1 Qj r N ROOF FRAMING PLAN BRG. HGT. A. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH IDOW FLASHING AS REQ'D WINDOW TRIM \DER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN pm 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 FLASHING SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING WFgry� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) 0P� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / , / EXTERIOR RESISTIVE SHEATHING BARRIER el TAPE / SILL PLATE 2 (ASSEMBLED FLASHING 1 WINDOW) 2 i FLASHING 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 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER I FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE : O.S.B. SHEATHING FLASHING. 1 20" FLOOR TRUSS 2X8 TRIM BOARD STUCCO "J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST ° AND UP WALL BY 6 SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH 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 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 EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR 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 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, IPAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 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. JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUNMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA -R EST. 1994 YA u ..1 e � q r co re Ln �///1l11111111\\ \� z W z 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. S.ANFORD #16- 1208 FLASHING DETAILS N15. • TITLE • FLASHING DETAILS • SHEET3B3 • . C x 0 rw Lo U 0 o 0 0 -j co 0) @fA�M am N 1 Qj r N 0 0 '° .0 0CO Ex roQ� � � N = J fC 0Oo ro� ZN2,1 JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUNMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TA -R EST. 1994 YA u ..1 e � q r co re Ln �///1l11111111\\ \� z W z 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. S.ANFORD #16- 1208 FLASHING DETAILS N15. • TITLE • FLASHING DETAILS • SHEET3B3 • SHEATHING TEXTURE FINISH GOAT BROWN COAT 5CRATCH GOAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLA51­1ING AT LOWER N05E OF M.W.W.5, SELF ADHESIVE FLASHING MASONRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING / WEATHER RESISTIVE BARRIER 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) WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. RUBBERIZED SHEATHING NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) ISI SCORED RELEASE PAPER SELF -ADHERED FLASHING, �' (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM BOTTOM OF • x r_ ADHESIVE AS SHOWN) to THRESHOLD J0ID0 0 Jr�'il�Qj I am N 1 j J N ° U. L �' SECTION -A (SEE 0 0 yah 0-' E0 DETAIL WP02) �Y ro0) SELF -ADHERED FLASHING \ L. 0 ~ CC� ZNG-P NAILING FLANGE SELF -ADHERED — y FLASHING / DO NOT FLASH OVER i SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER MAI I OUCATLIIAIn ASPHALT SEALANT: EXTEND MIN. OF 6" � OUTSIDE OF FLASHINGto j 6' � Z DIVERTER FLASHING Mitis° DRIP EDGE FASC FIGURE 1. FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ?; HOLD EXTERIOR FINISH 2" ABOVE ``, ,\ ; ROOF `• a` eF, '� ; ;� i •i FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6TO12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL. ROOFING FELT —DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL TEXTURED, PAINTED .:TAS EXTU WALL FINISH ASPHALT BASED T TIED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED N MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY I- CD MINIMUM OF 6" ABOVE ROOF SHINGLES w r VERTICAL RISE OF 00g FLASHING AT KNEEWALL 6" X 18" H GALV. L FLASHING CONT. N SEALANT J. ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED F L A S H I N G DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING W/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT ry'�Fgsyti !Fq TgOc�os s0 72„ tiiNc �q` syq! \10 0 F �OO ,� �,� 2 S\OEC O o�R�P�M�N� SNo�p? oGE TYPICAL ROOF TO R o �N 4 s WALL FLASHING DETAIL �9� °ro5lN °o�'�a� GO�RSo 3Ro GOVRS� VRgB ` M�,� p\ oR\P Cpg� zN° 1Sj G° � RAKE METAL 2z z9, 5 „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE --14" 2 EAVES CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION, REMOVE FIGURE 4: VALLEY DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 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 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 EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER / FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP CEMENT BLOCK ®'o SCREED PLASTER OVER BLOCK 1ST ° FLOOR INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR NOTE: OPTIONAL DETAIL `�. _ / THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL INSTALLED OVER THE TOP SCALE: NOT TO SCALE OF THE WEEP SCREED. SELF -ADHERED FLASHING PATCH *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST I METAL FLASHING FLASHING DETAIL WALL PER PLAN 77-7/7// ATERIAL PER IONS WITH APPROVED 6° .AYMENT (REFER TO SHEET) 31NEERED ROOF RUN KICKOUT FLASHING 6" - :S AT 24" O.C. PAST EDGE OF ROOF TYPICAL ROOF TO — WALL FLASHING DETAIL JOB NUMBER 26 .046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STR Zr EAST OLD5MAR, FLORIDA 34677 813. 925.1300 TEL.. 813. 925.1800 FAX W W WDAVLSBEWS,COM T — .EST. 199g[ rrrrr • / r~ moi! Y� �� % tr�o r 4. r c 0 ." • �C9 .NA W 0 0 Lr) pmmq 0 Ln 1 0 >= i� z W ROOF PER PLAN gU I L PLAN VIEW THESE DETAILS ARE GENERIC AND MEANT T 4 - 1 2 0 8 SHEET • TO SHOW GENERAL FLASHING AND F LAS H I N G U TAI L� WATERPROOFING METHODS TO BE USED.3 B4 N.T.S. • x r_ to J0ID0 0 Jr�'il�Qj I am N 1 j J N U. L �' 0 0 yah 0-' E0 �Y ro0) L. 0 ~ CC� ZNG-P JOB NUMBER 26 .046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STR Zr EAST OLD5MAR, FLORIDA 34677 813. 925.1300 TEL.. 813. 925.1800 FAX W W WDAVLSBEWS,COM T — .EST. 199g[ rrrrr • / r~ moi! Y� �� % tr�o r 4. r c 0 ." • �C9 .NA W 0 0 Lr) pmmq 0 Ln 1 0 >= i� z W ROOF PER PLAN gU I L PLAN VIEW THESE DETAILS ARE GENERIC AND MEANT T 4 - 1 2 0 8 SHEET • TO SHOW GENERAL FLASHING AND F LAS H I N G U TAI L� WATERPROOFING METHODS TO BE USED.3 B4 N.T.S. MICROWAVE VENT HOOD AND W.P. / GF.I. FOR L E C I fRI C A L OUTLET +14" MICRO TO EXTERIOR T.Uf�. SERVICE COACH � DUPLEX CONVENIENCE OUTLET _ LIGHT I DUPLEX OUTLET ABOVE COUNTER 77 ;ELEC. o ia: — — `7 WN. 200 AMP GF 1. WEATHERPROOF DUPLEX OUTLET `7 PANEL RRRIG. GROUND FAULT INTERRUPTER DUPLEX OUTLET F.1. r-- _ — — — — _ — - H F SWITGH UPLEX ouTLET OF WINDOWS ,, I ;o, �0; (� AL o \ -� ' �/ ( IgD SPECIAL PURPOSE OUTLET \ / PENDANT °mss � I \ � DUPLEX OUTLET IN FLOOR G.C. VERIFY I (VERIFY I n UNDER CA5INET I 220 VOLT OUTLET LOCATION) O i — . LIGHTING IN KITCHEN \ I _ GF.I. I WALL SWITCH AT 4811 GARAGE I 1 _t3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH DINING KITCHEN _ �1 I I p DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I .0Z I WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -�C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT I _ / FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FANLIGHT COMBINATION O FC—H] � / \ \ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) ICM FOYER \ PUSHBUTTON FOR I / ® CHIMES (OPTIONAL) PENDANGD. OPENER I o PUSHBUTTON SWITCH (OPTIONAL) (VERIFY T L — — — — — — — - ® CARBON MONOXIDE DETECTOR LOCATION) u GF.I. COACH SMOKE DETECTOR AT 48" LIGHT so SMOKE / CARBON MONO. COMBO DETECTOR \� TELEPHONE (OPTIONAL) W.P.� 0 \ GF.I. I TELEVISION (OPTIONAL) Q THERMOSTAT \ i ROUGH -IN 1. FOR OPT. — I I [n ELECTRIC METER r ENTRY I ELECTRIC PANEL J FANLIGHT 1220 V.i PW 1O I DISCONNECT SWITCH DEN I_ J I / ® SPEAKER (OPTIONAL) GF.I. GF.I.ROUGH-IN FOR OPT. CEILING FAN UTIL. — — — — — — — — / c / CCEIoLLING UNFOR oP1NCEANDINEGCEENNT LIGHT FIXTURE W/ G J DIRECT VENT DRYER MAKE-UP NOTES THRU EXT, WALL LIGHT I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) 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.... 4211 OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABv COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POUTER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4iTTYpM4 ABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING A/C MOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT METER ;018C. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARED DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 =L . AND +12 COPPER TO REFER TO FLOOR 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED 1N THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL +10 COPPER TO ROOMS SHALL 13E GF.C.I. PROTECTED (GRI). WATER HEATER 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 08 COPPER TO RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.CR. - 5TH SERVICE BY EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY "4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;N NG HEATER OR APPLIANCE, t0 FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL RISER DIAGRAM SUCH WIRING RS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE NOTE: LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL • • x m w DAVIS BEWS r i� 0 0 �ot�°o DESIGN GROUP c� to O1.DWM;L, FLORIDA 34671 813. 925. 1300 TEL G.C. VERIFY LOCATION OF ALL CAN LIGHTS W W W.DAVISBEWS.CAM TAMPA • DENVER I \ I CO M L ` °inL. p 0 .0 G.C. VERIFY LOCATION OF � o-' C0 E I � � J ALL CABLE tv OUTLETS \ 0 0c z 1 lot \ I STD. LIGHT FAMILY ROOM I OPT. FAN \ 1 I LANAI \\ \ LIP I I UP TO FAN/ LIGHT RECESSED CAN LIGHTS ( \ I WALL MOUNT / W.P. AT 8'-811 GF.I. CM D V T VI Tl� o I I �% ROUGH -IN I— IFOR OPT. O" FAN/LIGHT I I HORI MAK( I LIGH �\ MASTER SUITE l W.P. M. BATH W.P. a HORIL MAKE-UP LIGHT A/C DISCONN. MICROWAVE VENT HOOD AND W.P. / GF.I. FOR L E C I fRI C A L OUTLET +14" MICRO TO EXTERIOR T.Uf�. SERVICE COACH � DUPLEX CONVENIENCE OUTLET _ LIGHT I DUPLEX OUTLET ABOVE COUNTER 77 ;ELEC. o ia: — — `7 WN. 200 AMP GF 1. WEATHERPROOF DUPLEX OUTLET `7 PANEL RRRIG. GROUND FAULT INTERRUPTER DUPLEX OUTLET F.1. r-- _ — — — — _ — - H F SWITGH UPLEX ouTLET OF WINDOWS ,, I ;o, �0; (� AL o \ -� ' �/ ( IgD SPECIAL PURPOSE OUTLET \ / PENDANT °mss � I \ � DUPLEX OUTLET IN FLOOR G.C. VERIFY I (VERIFY I n UNDER CA5INET I 220 VOLT OUTLET LOCATION) O i — . LIGHTING IN KITCHEN \ I _ GF.I. I WALL SWITCH AT 4811 GARAGE I 1 _t3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH DINING KITCHEN _ �1 I I p DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE I .0Z I WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE -�C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT I _ / FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FANLIGHT COMBINATION O FC—H] � / \ \ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) ICM FOYER \ PUSHBUTTON FOR I / ® CHIMES (OPTIONAL) PENDANGD. OPENER I o PUSHBUTTON SWITCH (OPTIONAL) (VERIFY T L — — — — — — — - ® CARBON MONOXIDE DETECTOR LOCATION) u GF.I. COACH SMOKE DETECTOR AT 48" LIGHT so SMOKE / CARBON MONO. COMBO DETECTOR \� TELEPHONE (OPTIONAL) W.P.� 0 \ GF.I. I TELEVISION (OPTIONAL) Q THERMOSTAT \ i ROUGH -IN 1. FOR OPT. — I I [n ELECTRIC METER r ENTRY I ELECTRIC PANEL J FANLIGHT 1220 V.i PW 1O I DISCONNECT SWITCH DEN I_ J I / ® SPEAKER (OPTIONAL) GF.I. GF.I.ROUGH-IN FOR OPT. CEILING FAN UTIL. — — — — — — — — / c / CCEIoLLING UNFOR oP1NCEANDINEGCEENNT LIGHT FIXTURE W/ G J DIRECT VENT DRYER MAKE-UP NOTES THRU EXT, WALL LIGHT I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) 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.... 4211 OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABv COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POUTER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4iTTYpM4 ABLE 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING A/C MOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAIN DISCONNECT METER ;018C. CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. COMBO - SQUARED DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 =L . AND +12 COPPER TO REFER TO FLOOR 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED 1N THE GARAGE AND UTILITY PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL +10 COPPER TO ROOMS SHALL 13E GF.C.I. PROTECTED (GRI). WATER HEATER 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL UNDERGROUND 08 COPPER TO RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.CR. - 5TH SERVICE BY EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. POWER COMPANY "4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;N NG HEATER OR APPLIANCE, t0 FOOTING STEEL FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN ELECTRICAL RISER DIAGRAM SUCH WIRING RS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE NOTE: LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL 2585 SMOKE DETECTORS TO BE HARD -WIRED LIRTVSA,N #16 - 120 8 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT • • x m w DAVIS BEWS r i� 0 0 �ot�°o DESIGN GROUP c� to O1.DWM;L, FLORIDA 34671 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 OW CO M L ` °inL. p 0 .0 � o-' C0 E Y J y� 7� 0 0c z 1 lot ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL 2585 SMOKE DETECTORS TO BE HARD -WIRED LIRTVSA,N #16 - 120 8 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST O1.DWM;L, FLORIDA 34671 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL 2585 SMOKE DETECTORS TO BE HARD -WIRED LIRTVSA,N #16 - 120 8 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT riwllt-ur LIGHT SANT a� �'� R -IN #16-1208 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT ELECTfRICAL <E --------------------- 0 DUPLEX CONVENIENCE OUTLET 150 STATE STREET EAST OLDWAK FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER + DUPLEX OUTLET ABOVE COUNTER I 0..P. WEATHERPROOF DUPLEX OUTLET 0 0 Lo -i co 0.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR `r LraM 220 VOLT OUTLET 00 WALL SWITCH 13 THREE-WAY SWITCH o ro$ 14. FOUR-WAY SWITCH 3�E14 -140 ID DIMMER SWITCH + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 C r� ;Q. RECESSED INCANDESCENT LIGHT FIXTURE ZN a �} C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN Q, EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) I cH CHIMES (OPTIONAL) El PU5145UTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR ------------------- TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THEW05TAT �p ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) I c1> ROUGH -IN FOR OPT. CEILING FAN, —� v a CERA OPT. CEILING FAAN LIGHT FIXTURE W/ G J -IN FOR NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (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.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411 (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. G.C. VERIFY ALL 6, IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SMOKE DETECTORS ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.G. 2011, FB.CR - 5TH TO BE HARD -WIRED EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI; MING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAF416 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. SANT a� �'� R -IN #16-1208 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED x w 150 STATE STREET EAST OLDWAK FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 19" y J- L0 J 0 0 Lo -i co i 0��� Y/ `r LraM 00 naN o ro$ 3�E14 -140 tJ 0 0 C r� ZN a JOB NUMBER 26002.046 CAD FILE NAME LOT 115 ISSUED 03-30-16 REVISED 2585 • SHEET �� • DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDWAK FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 19" y 2585 • SHEET �� • GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL i SHEET E ET S H E ET TITLE BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1 �7 TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 c STRUCTURAL NOTES MINIMUM G50 ZINC COATING 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE S2 FOUNDATION PLAN THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION S3 DOWEL PLACEMENT PLAN ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH PREFABRICATED WOOD TRUSSES SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4 /o PLUS OR MINUS 1 ,AND HAVE 2 TO 4 AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" S4.2 /� p p ROOF FRAMING PLAN ANDA MAXIMUM WATER/CEMENT RATIO OFD 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT AS CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONNECTORS SUCH HURRICANE 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, SD 1 FOUNDATION DETAILS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN S D2 p GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE VALUES AS FOLLOWS: CELLS PER PLAN. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD S D3 GENERAL DETAILS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 SD4 GENERAL DETAILS AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI Fv = 285 Fv = 285 Fv = 150 SD5 + TWO STORY DETAILS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS 1/3 OF THE SLAB. CENTER TO UPPER 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY SD6 TWO STORY DETAILS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS 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 FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST 1 STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: 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). MASONRY WALL CONSTRUCTION A)FLOORS =40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF 1 5/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 0�LLJO 3 12/18/2014 CREATED ELEV, C W/ BONUS - TRUSSWAY 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS-ADDITT BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TRUSSES PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD@ ROOF HIP/RIDGE > � 0 _I m Z 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES 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" 0 -- FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 LU O--j la-�� REMOVED OPTIONAL MAS. -ER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND "X" 0- MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. BRACING TO START 20'-0" MAX FROM #1 HIP STRUCTURAL ENG CFG / 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. BRACING 6 4/14/2015 UPDATED ELEV, A STD W/ TRUSSWAY TRUSSES 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT, LATERAL TRUSS BOTTOM CHORD PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST -STRUCT: JRH C QC CHECK: CC CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS TM - 2151993 j SCALE: 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). DATE: 04/14/2016 S1 CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 8 1/26/2016 ADDED ALTERNATE DEN OPTION EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DESIGN PRESSURES DIAGONAL BRACING REQUIRED AT CLB PER BC0I-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT, NO. 2 GRADE SHALL BE USED EFFECTIVE REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD, MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAYBE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6, MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL REQUIRED. REFER TO SECTION R301.2.1.2 OF THE -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD 2 2 2 E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Z STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. Y16" UNO. 3. MINIMUM 7/16" OSB, EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) `. ®rte - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 CDLO W * - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 J (-) 22.0 - 26.4 z I-pM ii F- to r (+) 19.0 (+) 19.0 50 - 20.8 - 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + pi (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a l 5 5 J✓ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS . COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ■ H Z 0 1 U) III I I X\0011 i w 0 O ®• `ya ✓co L.L. co ^� `. ®rte O V �'r 1 CDLO W * -j w U () 1-- J J z I-pM ii F- to r i Z J �o4Fogs W?n ®77�J/lIl I t w U- I I I I 1, U)o Z pi i i w Z O Fn �'r 1 Z w o► 0 J z I-pM ii F- to r i Z J �o4Fogs W?n Q � g U)o Z pi i U�� �X a v ~ W J 0 p N �W W Z �- > (n m p i i Z 0 Lo Z O E- Q 0�LLJO 04 > � 0 _I m Z F- W Q 0 -- LU O--j la-�� 0- STRUCTURAL ENG CFG / BAD DRAFTING. " -STRUCT: JRH C QC CHECK: CC = JOB No. TM - 2151993 j SCALE: AS INDICATED DATE: 04/14/2016 S1 C C c FOUNDATION NOTES: LU 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR --� EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM z ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. p LAP SPLICES SHALL BE NO LESS THAN 25". ` fA W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR W RECESSING DOOR SILLS. z O 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N F- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE z SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.)0 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE p V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W W USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY tt) COMMUNITY & COUNTY CODES. p 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION z INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED <Q � DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED of O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS J LO AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD W LU FOOTING STEP DOWN AND CORNER INFORMATION. LL p \\111111801///// D 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE Z o _ o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH O ` C �%e•'"• • •' �sri' U) Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION CO�y 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER CoCID COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONSW * W _ Z FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE U Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Ui ' Z -1 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. F- d,"° lr✓ �� W SOIL TO BE VE SOILS, COMPACTED INE " LIFTS TO OF ATN EAST 95% OF MAX. DRMATERIAL AND Y RY DENSITY AS O s/i/�// `"*" r � • P� \r� q�\ DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Q 11 1 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 75'-0" PSF. U 0 , U 'f? 14. PENDING SW 4ITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO '019'-8" 65'-4" STEMWADETERMILL CHART REQUIRED SEE ON DR I FOR REQUIRED REINFORCEMENT ANDti Ob II I O 44-8 FOOTING SIZES PENDING DEPTH OF STEMWALL. O o " 8'-4" „ 2 STORY FOOTING U o' FOOTING SCHEDULE Q.W L4 Z 12 x12 x12 dp w/ #5's EQUALLY SPACED EA. pC o MF08 MF01 MF02 M ro SD1 SD1 SD1 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W .0 BARS & 3" MIN. COVER TO EDGE OF CONC. Q 4qC U y O24 x24 Ix12 dpw/#5 s EQUALLY SPACED EA. _2 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U MFO1 O (� MD01 oQ BARS & 3" MIN. COVER TO EDGE OF CONC. z0' SDI , / ■ SD2 N 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. co b • 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z 2 INTEGRATE W/ MAIN I BARS & 3" MIN. COVER TO EDGE OF CONC. O • HOUSE WALL 20'-8" 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MN. 2" HRIZ. CLEARANCE BETWEE 1/8"/ FT. c� ( I C7 2 5 BARS &p 3" M NOCOVER TO EDGE OF CONC. MIN (5) # 5 E.W. 0 IPITCH 1 EUMF05 1= I 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. B' O 3 1/2" THICK CONC. SLAB W/ 6X6 SD1 O 2.6 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. W j z I O EXTEND FOOTING UNDER W/1.4 XW/1.4 W.W.F. OVER 6 MIL BARS & 3 MIN. COVER TO EDGE OF CONC. -4" FIN. FLR IT POCKET SLIDER W/ (1) VAPOR BARRIER OVER �" ( rn } I � I 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z O I ADDITIONAL #5 REBAR COMPACTED FILL. 3'_6" O 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 U MF1'1 c~n O BARS & 3" MIN. COVER TO EDGE OF CONC. ^^ 3 d' 1� O SD11 N I 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. W "- 9'-8" TWO STORY 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z W Z o� 0'-0" FIN. FLR I (— FOOTING I / MF13 0 BARS & 3 MIN. COVER TO EDGE OF CONC. < INTEGRATE W/ MAIN 2'-7" SD1 N 48"x48"xl2" dp w/ #5's EQUALLY SPACED EA. U- O Z o HOUSE WALL MF05 M I 4O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. zV)Az MF01 21'-4" T-10" 5'-11.. SDI O � J Q N SD1 I 54"x54"x16" dp w/#5's EQUALLY SPACED EA. g ■ I - 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Q (n G BARS & 3" MIN. COVER TO EDGE OF CONC. U Z Z M tai I o 0 p a`�� ■ ■ ■ iv o 60"x60"x16" dp w/#5's EQUALLY SPACED EA. ; o O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10)#5 E.W. w Z U us a MF06 0 MF03 in I M BARS & 3" MIN. COVER TO EDGE OF CONC. 2 W N 1— a • SD1 _ SDI 1/8" FT Cl)MF03 SYMBOLS LEGEND o SDI PITCH I � � O � MF06 1'-3" - U L SDI \ M -4" FIN. FLR • ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Z ~ MF06 — W I,J 8 I ■ MD01 C9 TO TIE (BEAM ( 6'-8" O.C. MAX U.N.O.). L J SD2 N O = SD1 n ` MF11 %�■ ■ e ■ • • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U U) TO TIE BEAM. Q 12'-10.. 17'-4" \ SDI Z PAVERS MF02 MF03 ` / SD1 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W SD1 Y M 1/8 / FT. 23'-0" 1'-8" PITCH O d % MF01 4" FIN. FLR L —1 SDI °0 Z m o •I 3'-8" 5'4" Z -4' FI LR o� ■ — ■ - I —■ e ■ ■ - �* L- -j %j z o ■ ■ ■ ■ ■ i %Fm W Z Z 0 .J MF01 H OR MF01 MF07 SD1 z 2.3Uj- SD1SD1 4 O Q W 01 La 52'-4,. 10' C4 W 2 STORY FOOTING 9'-0" 13'-8" QIM O W 75'-0" Z W >- C3 C7 10 O W p F- I- o cn n - w W H STRUCTURAL ENG. CFG / BAD U DRAFTING: I— -STRUCT: JRH U J QC CHECK: CC 17ZFOUNDATIONPLAN ^JOB No. TM - 2151993 SA6�� ORD w SCALE: AS INDICATED OA R I nG� w 04/14/2016 1/4"=1 1-011 �^ DATE: #16-1208 2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FILLED CELL PLAN VIEW (1)#50TOP, BOTTOM & MID -HEIGHT OF COLUMN SECTION VIEW 0 MASO R*r COLUMN N TIE IN 3/411211-011 SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 (1) CONT. #5 FROM TIE BEAM TO • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. FOOTING TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. MASONRY WALL REINFORCING PER PLAN(TYP). l i 2 lf) W T_ LL CD Z< 0 `\\����°•°B♦BBI♦♦�i C. tO C co 0 "LUQ i eg Q —�• 11f _j _I • "W., U_ Q 2 S 0 W • 1'-4" , o 8'-411 41-4" 4'-0" 4'-0" 4'-0" 4'-0" L.#2' -O" 7'-0" 3'-4" 6'-8 61-8" 61-8" 51-8" T-011 o Q zLLj O - -- - --- a • o LL 0z �� Q aco z Qm OU) 0 �r °- ir Z z 811 o W cn (D�g� in I— W00, m 5'-0" 41,811 o 0 viiM r. 06 F; z th o Ur =�� :ii ■. 0 Z m� —� Q u o�g° •0- U w6 - W —� .'� j WWW Ho • r H J Z O «� W F- O ■ ■ ■ ■ • Q W o Ib 0 Z ■ L I5'-,, ti 03'-8" 0 4,4„ 4'_8" 5'-0� w Lo L__� 0 L 11 f- I a • I I o z ca " ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ Q Z -- ° O Lo o 7'-0" 6'-8" 6'-8" 6'-8" 3'-8" T-0" de4'4" 3'-10" 3'-2" 3'-2" T-4" 1'-8" Z r W Z J O O -� Fn z D W W LC)0 = 0000 W) N0 W m _j Z o F- OWE W LU �'aO wp F4- O F=- 0 W o: STRUCTURAL ENG_ _ CFG / BAD L) DRAFTING: H -STRUCT: JRH J QC CHECK: CC JOB No TM - 2151993 z--._._. ----- DOWELP PLAN rr j �� � (n 04 SCALE: INDICATED n. n�� 1 LU DATE. 04/14/2016 1 /4 -1 -0 206 z S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CD W o � D03 1 O J FO S 11 SD2 r- -- — — — -� U.®`,�,�`\0111 1111 to � ///fir/" r� LH N M �' N M t V ctI LO LO LO LO u, (O 2� qy��+ ...... cy�f/� d 00 ti o o SD6 SD5 h `�2' ` .• • , /� 0 0 0 0 0 0 0 0 0 0 0 o h LO W C14 LO ri rl tiGQ; +C _ _ J01 -. J20 .j, g Q . f.3 E1 .�z� J02 '- O J20 .� * LLL • Bw2 o /8"1►Iii►la��®�`® F1 ° J J03 SD6 ° J20 Q H PS03 SIM. J20 0 J04 SD4 F1 LD02 GE03 w • / SD6 SD4 a a 4� � SD3 M 2x12 #2 SYP LEDGER W/ (5) J20 7 N J04 1/4"x3-1/2" SIMPSON SDS SCREWS OA O fiw} o TO THE VERTICAL OF EACH F01 B ,, SIM FLOOR TRUSS @ 24" O.C. J20 z z J04 S1 LD04 E DO M :� °. SD5 SD6 SD2 Bw2 J2o w J04 2x6 #2 SYP CONT. LEDGER TO f- 4 tf • COMBO TRUSS UNDER 2nd H2x8 FLOOR WALL W/ (2) 16d NAILS F1 _'' U ■ = SD6 @ 4" O.C. J20 LL F1 O 0 \-<q> q H2x8 c� IIS BW1 BW1 = = J20 SI S1 m HUS26 WITH (20) 16d NAILS GIRDER F12 A H2x12 — BW4 F1 SD6O TO LEDGER — — J20 SD6 • E BW4 V01 ■ u i BW1 y�'�p ♦ ■ J20 _..� z \\ •J07 11 A ti 3�$� J07 'Qps W v, r: 06 W Z fn SD5 Jo7 I I LL Z 85-d T .� ao • O ZO J bN)��`�`n� I— —I SD 5 U- LLD03D03 Job o <Eggg SD2 o LL 0 E J05C41 It _ U ■U U A U■ ■U LiU O <��� O N N N N M IT It Lr) L In L L0 O (0 O I,- 1- 00 09 O = W Z U LL O O O O O O O O O O O O O O O O O O OLL J LL LL LL LL LL U- LL LL LL LL LL LL LL LL U- W LL LL LL LL O LO 0 o yQp O LU F- SD5 1 z H LL LU W 2 ov U) — a , z 0 Lij O a z m � O Z J O z (� LU Z J O OBJ z - < W M LO O = 0000 �N� O OC O_jZ z w �- D O O w Q a U) a LU a STRUCTURAL ENG CFG / BAD O DRAFTING I- -STRUCT: JRH J QC CHECK: CC a------ - -- - - - -...._ OJILD/N H JOB No. TM - 2151993 FIRST E FRAMING PLAN -__ __ Z SCALE AS INDICATED f �s�D DATE: 04/14/2016 1/4'=1 '-0" ` w vcA NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 16..12$ S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z LU 0 V5 LU a: ,z O 0 z �- O LU H 0 CD W o � D03 1 O J FO S 11 SD2 r- -- — — — -� U.®`,�,�`\0111 1111 to � ///fir/" r� LH N M �' N M t V ctI LO LO LO LO u, (O 2� qy��+ ...... cy�f/� d 00 ti o o SD6 SD5 h `�2' ` .• • , /� 0 0 0 0 0 0 0 0 0 0 0 o h LO W C14 LO ri rl tiGQ; +C _ _ J01 -. J20 .j, g Q . f.3 E1 .�z� J02 '- O J20 .� * LLL • Bw2 o /8"1►Iii►la��®�`® F1 ° J J03 SD6 ° J20 Q H PS03 SIM. J20 0 J04 SD4 F1 LD02 GE03 w • / SD6 SD4 a a 4� � SD3 M 2x12 #2 SYP LEDGER W/ (5) J20 7 N J04 1/4"x3-1/2" SIMPSON SDS SCREWS OA O fiw} o TO THE VERTICAL OF EACH F01 B ,, SIM FLOOR TRUSS @ 24" O.C. J20 z z J04 S1 LD04 E DO M :� °. SD5 SD6 SD2 Bw2 J2o w J04 2x6 #2 SYP CONT. LEDGER TO f- 4 tf • COMBO TRUSS UNDER 2nd H2x8 FLOOR WALL W/ (2) 16d NAILS F1 _'' U ■ = SD6 @ 4" O.C. J20 LL F1 O 0 \-<q> q H2x8 c� IIS BW1 BW1 = = J20 SI S1 m HUS26 WITH (20) 16d NAILS GIRDER F12 A H2x12 — BW4 F1 SD6O TO LEDGER — — J20 SD6 • E BW4 V01 ■ u i BW1 y�'�p ♦ ■ J20 _..� z \\ •J07 11 A ti 3�$� J07 'Qps W v, r: 06 W Z fn SD5 Jo7 I I LL Z 85-d T .� ao • O ZO J bN)��`�`n� I— —I SD 5 U- LLD03D03 Job o <Eggg SD2 o LL 0 E J05C41 It _ U ■U U A U■ ■U LiU O <��� O N N N N M IT It Lr) L In L L0 O (0 O I,- 1- 00 09 O = W Z U LL O O O O O O O O O O O O O O O O O O OLL J LL LL LL LL LL U- LL LL LL LL LL LL LL LL U- W LL LL LL LL O LO 0 o yQp O LU F- SD5 1 z H LL LU W 2 ov U) — a , z 0 Lij O a z m � O Z J O z (� LU Z J O OBJ z - < W M LO O = 0000 �N� O OC O_jZ z w �- D O O w Q a U) a LU a STRUCTURAL ENG CFG / BAD O DRAFTING I- -STRUCT: JRH J QC CHECK: CC a------ - -- - - - -...._ OJILD/N H JOB No. TM - 2151993 FIRST E FRAMING PLAN -__ __ Z SCALE AS INDICATED f �s�D DATE: 04/14/2016 1/4'=1 '-0" ` w vcA NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 16..12$ S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (pID BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. OR ENDNAILS OR ENDNAILS UPLIFT ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 3 / W 6. ATTACH ALL STUDS TOP AND BOTTOM ( ) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS SYP#2 POST (2)2x10 #2 SYP w/z' FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) O3-1/2"x7" PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O5-1/4"x7" LVL COLUMN. 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"4.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V -O" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN <S>(4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN OF (2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST JO 6x6 SYP#2 POST KO 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O O H10A 1340 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 @ SYP SOLID POSTS,. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(l8)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 21" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx121" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" 1 META20 w/(7) 1 Od x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4"x23' TAPCONS H10A w/(18)10d x 11" NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H1OA-2 w/(18) 1Od x 12" NAILS FRAME TO FRAME H1OA-2 1070 H1OA-2 1245 HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS (2)HTS20 w/(24)1 Od x 13' NAI LS TO POST: SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 F61 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)1Od x 1z' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 IflMGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS El HTT4 w/(18)16d x 22" NAILS & $' 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/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13(2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pIf 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. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT N 19 HTT4 w/(18) 16d x 22" NAILS w/e" EPDXY ANCHOR w/SIMP: COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT z0 20 (3)HTS20 w/(24)1 Od x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 - - 0 0 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 H1 OA -2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" PLATE TAPCONS ON MASONRY: SIMP. META16 H TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4"x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 w TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 w 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 TO MASONRY: SIMP, HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 63.540 (2) 1.75"40" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 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 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 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" 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 OP TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. lil . J H z w w ,z O 0 N z0 U 2 W W uUi w O 0 z J m LU ry O U_ `\\\\``\\`tl � 00 0 07 z 0 d •°" 07 U U' J ;0 o� j z ❑ cr, It 0///,/r►III111(�\ \\ J J ul 0 U) 1, d M U Z * Q Z ¢ U c O cli .0 O EU) z O 0 a. N u.i LL. O z C� C) LU S, W a p p M .- U_ Z Vp rs m - z Z Z F- zP� O W c Ng 0 V(D I O a< Ig�� O LU 06 JFS I- ♦♦^^ Q~�~ J V J Z L' i-0 W f- W � o W O of=E O ¢ z ❑ LU W M 2 z m o oZ J O Lo ❑ I- V - z 0 T_ w Z J O O _j z 0 Y 1 0000 � 04 O W ++ m I- 0 1Z _ z w >- D O _ w 0 Ia-I- cD 0- w W STRUCTURAL ENG CFG / BAD L) DRAFTING F_-STRUCT: JRH U j ---- - .� QC CHECK: CC Z JOB No. TM - 2151993 w LE _ AS INDICATED & CONNECTOR LEGENDU) DATE:04/14/2016 - 1/4'=1 -011 cn S4,1 6- 1 20 8 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING&DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Oma, J08 J09 J10 J11 J11 J10 J09 J08 00 STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q - -- -- TO FOLLOW THE DETAILS INDICATED BELOW' h= OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU Z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 0 SHEATHING IS NOT CONTINUOUS) co OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z O H U LU w � EXTERIOR FRAME WALL F o SCHEDULE W 0 (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z SPACING SPACING p ._. _ _._._... _ ... - -- WALL HEIGHT STUD &SPECIES INTERIOR ZONE END ZONE -� 5 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX Q Uj 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O J 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX U" w CIO O gllllllll 0- 000 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES •''COD_ Z • co+ �7 J CIO 0 co J= o 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED ; W , • < "`ZZ TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR :• ® p. O REQUIRED STUD SPACING. •.• Z •• �` J 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS I-r'�. •.e & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR C) REVIEW OF EXTERIOR STUDS U) 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE J"j MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS d " `'� 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 2'` 04 0 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Q COQ c O' M p ULTIMATE WIND SPEED: 139 MPH EXPOSURE: Bcu w ..._ 1 V O O �y Q Z O - O I= a. w z z Q 0 J cn 3�g U w �-N 06 4z�o' CO 0 �I� U- 0 z Z OF dj o45 = a g o p aa�`�E J LU LL U ��U51 FE W LL I=- J ZO � H O 0 LU U F— 0 Z W r1/ Q LIQ 8 LU O = U U) U Q Z 0 W U) O a 2 z Lj m O Z 0 Ln 11 Z 0 W Z 0 0LL� z D Y H W 1 1: 0 00 0 N m O ~ 0 LU z w �0= w O H 2 �- o � cn �- w STRUCTURAL ENG: CFG / BAD -_ O DRAFTING: - F STRUCT: JK ROOF FRAMING PLAN -j ___ - aUILU/,�� Q QC CHECK CC H- JOB No. TM - 2151993 /4��=�'-O" ably w SCALE: AS INDICATED W DATE. 04/14/2016 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGENDof #16 12 0,8 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & BEARING (MIN 3") •:._.4. LINTEL, #5 TO BE PAPER FELT 10" HOOK HOOKED INTO PROHIBITED) SIDE VERTICALS ' �.;� • •' .. ° .. ° � ° d' a .. nr W �d P' LL 0 CL ° . I° ° d d1a' I Ia z W J . UW) d . a ° e ' ROUGH OPENING PER PLAN ° Al Irl I I 'LI I I Its_ I� — TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK �— TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ° . NO -SHEAR WALL T OPENING "D" ° ' TYPI AL SHEAR WA L SEGMENT "D11 #3 17/8 41/4 7 ..... _ ..... •:._.4. 41/4 91/4 d #4 — TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK �— TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A"" "B" ""c" "D" "A"" "B"" licit "D11 #3 17/8 41/4 7 ... TEL PER PLAN ' ".,•.:... ;, ':a:. `;::• 41/4 91/4 i•• #4 21/2 5 5/8 91/2 �' :. • .' TRANSOM OPENING 55/8 121/2 24 #5 31/8 7 113/4 25 FRAME INFILL AR06`NR, 7 151/2 30 #6 WINDOW BY BUILDER `'" �`' SEE FOUNDATION SEE WF01/SD3 FOR \ 81/16 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D #7 MORE INFO 9 13/16 16 1/2 35 d 913/16 213/4 ON EITHER SIDE U.N.O. "+ L(2) 2X8 WOOD HEADER ::;•. TURNED SIDEWAYS. �:: .': FIRST PLY 2X8 TO MASONRY WALL W/ ;• DOOR OPENING r .: SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"fix 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY WN 10d STAGGERED @ 6" O.C. ADO LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'4" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A"" "B" ""c" "D" "A"" "B"" licit "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 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 U m L U #3=2Y" #4=2Y2' #5=2Y2' #6=3" #7=3Y2' STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 0 M 8'-4" 6'-4" 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 STANDARD LINTELS STANDARD LINTEL NOTES o 'LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24 -013 8F32-1B/8F32-0B 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. _j 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q - --- - -- - - 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. z LLJ X-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END X-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 cn 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 � 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT , 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. IT ZO 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ~ 8'-0" 354 726/699 1843/1625 3486/2255 6205 ! 2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS (� 10'-0" 292 567/454 1366/1277 2423 /1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W 10'-8" 277 492/352 1254/1132 2193 ! 1567 3652/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. _ 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 LO12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369 / 261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p O 13'4" 0 328/0 1234/0 1779/0 2662/0 U 14'-0" 0 292/0 1160/0 1660/0 2439 / 0 O 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS -- — — -- -- -- -- — 18'-0" 0 211/0 750/0 1177/0 1676/0 = j 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSL m W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. f c PRESTRESSED LINTELS = 6000 psi. p 20'-8" 0 145/0 550/0 981 /0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110 ! 0 450 / 0 824 / 0 1147/0 O RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE � ®\\\\01IIII I/ LO CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSL 0 ° ° °„° ° w 2'-4” 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �'°•° ��.# .� �, n-00 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. o �✓ °� X-0" 1230/1230 2769/2769 4085/4085 O _ z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE * J. � � � c_i 4'-4" 846/833 2121/1716 3127/2839 0 .0- �oz -� 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / Z Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED °°•. ° " " ' � z T-4" 480 / 322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR @ w ®+° ` °* �� O 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY ��7��1//18111*IIIIIia�®��®� LL 8F16-1B/1T o 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OO 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 81716-16/1T NOMINAL WIDTH p TYPE DESIGNATION w O 8RF14-0B/1T -� 4O t� ch N O 8F16-0B/1T 1-1/2" CLEAR O o 8F20-1B/1T 0 1 . o REBAR AT TOP MIN. (1) REQ'D ¢ o'° O O 8F20-0B/1T V J Q .U. b c�i 0 LJLJ 8RF22-1 B/1 T g L..FGROUT `6 z REBAR AT BOTTOM OF LINTELQ8F24-1B/1T ITY UTTOM REINFORCING PROVIDED LL C 0 8RF22-0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 0-1 MF24-OB/1T 8" NOMINAL WIDTH z 8 O FILLED 8RF30-11311T > O O 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T OWC T_ #5 REBAR AT TOP MIN. (1) REQ'D LU Z O 81732 -0B/1T v (D V z C.M.U. Cr. 8 d 0 8F38 -1 B/1 T o W m r: 0 N od 81712 -1 B/1 T '` Q �S o n 0 0 $1740 -OB/1T �I`�I` BOTTOM REINFORCING PROVIDED u- J Z U OF -ago 7-5/8" ACTUAL IN LINTEL (VARIES) Z ^ �, ( 8" NOMINAL WIDTH L.L J - h Ow 8178-OB/1T O O UNFILLED o W Z 4 SAFE LOAD TABLE NOTES W F— " o:� w 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED H J Z 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL j O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w �., 2. 0 = NOT RATED. Z i- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U.� ADDIONAL REINFORCED MASONRY ABOVE' THE PRECAST LINTEL. Q T-4" 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8 LINTELS ONLY. Z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U) SUPPORT. a 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 2 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z m Q Z ° O�1 J z 0 r W Z J 0 O J z W 0 LINTEL PLAN 2� tV >-�O � QO= Fn p l- F - o u7 a w STRUCTURAL ENG: CFG / BAD (� DRAFTING: _STRUCT: JRH SAS ,l.,��RD Q QC CHECK: CC P JOB No. TM - 2151993 LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 11800 HOOKSCALE: AS INDICATED w DATE. 04/14/2016 DREBAR SPLICE DETAIL 161208 08 SCALE: 3/4" = 1'-0., S5 h - COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO I'1 I' TIE BEAM SPLICE TO BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID SEE PLANw00 fl'A CELL SOLID MASONRY WALL — `1 r MASONRY WALL SEE PLAN 1� - 1a SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN _ I" GRADE Z (j L — w CONCRETE SLAB PER FOUNDATION PLAN It > I' VARIES SEE PLANw00 fl'A 4° . n v.... 00 O(n - 1a GRADE — I o a 1.q GRADE Z (j L — � ''CSI 4 a I _ I_ I—I 4 `° ° d M I _I I ° d M > (2) #5 BARS CONT. I I I —_I I I (2) #5 BARS CONT. I —I I — CLEAN COMPACTED W/ 3" COVER TYP. 3I`' COVER CLEAN COMPACTED W/ 3" COVER TYP. 3" COVER FILL @ 95% STANDARD FILL @ 95% STANDARD DENSITY FILL @ 9570 STANDARD o 1, 4" COVER TYP.; AT COVER TYP.; AT DENSITY 1-4 DENSITY `o DENSITY DENSITY U (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 Z COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG ESHABF1' D STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE 0 SHALL BE 1'-4" WIDE w/(3) #5 BARS -4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY 5 BE 20" WIDE m W iY TYPICAL EXTERIOR FOOTING AFO��TYPICAL GARAGE CURB FOOTING AF0 NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING AFO�BEARING SLAB STEP DOWN #FOkFOOTING AT INTERIOR BEARLNG 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'ILL LO -0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" `\\\\ 6 ////�,��� U14m 00 o OPT. MASONRY CURB Z \� C4 Lo ": (D z @ ELEV. 0'-0" w/ (1) #5 0 . co c� � � U) V CONT. BAR VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D 10 STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS U .a ; w *� p SLOPED GROUT TO w : U _ II�c •� Q DRAIN MASONRY WALL p �'«'� C;CO ° z Z Q OPTIONAL CURB BY e. °a ch SEE PLAN W • � °'.° �,•,,� }. p BUILDER MIN. 24" BEFORE °r l d z OUNDATCONC. SLAB PER 7 AONPPLAN 8"x12" THICKENED ANOTHER STEP �.� •'4 .' SLOPE FOUNDATION PLAN T11E BEAM MINT 5 TO %///!11i\\CONC. SLAB PER SLAB w/ (1) #5 CONT. [�-A4 ►Illlil 8' �- FOUNDATION PLAN w/ 3" COVER TYP. .p -1 �° #5 CONT. .PER MFG SPLICE GROUT CELL Q LU rdl' . ° . REINFORCEMENT SEE °. SOLID PER PLANS _ �. °- p' e, d GRADE °� e ^° ° n 4- I FOUNDATION PLAN w °4 4 1 I o r' FOR QUANTITY I . 'S p 4 I' U)G, CQ v'' W [� 4 . v v 14' ' - _ m °,� �:.. w °a_ �,,�.'..� .�. THRESHOLD PER MFG wr ^ ° o — - ' I = == == =� _ _ z ° .1. °. ...°.... �' ° �. #5 x 25" x 25" CORNER .' a'e - ° J� M I__ I I I—III—III— I— ° I a. — ° ° . 4 r I — _ I I — I I—III—I I 11=�_1� aA . ° 4a ° a : — ° . ° 1.. .... BAR, ONE FOR EA. W -o _-T-711I—_I_I_- I I - -1.. q.. —- a : a.' , ` el HORIZONTAL CONC. SLAB PER U I _ —1 oy °:. '. . , . 4 _ —_ =1 p ` o . °d ; i t —I ' 11—I I I; 1 I II I II I I—I I I 1 I ,— — I �- d° a 1 w — I —I I. __ -— _ - ... , . ' _I I 1=1 I 1=III=I -8 I I = �- J —� I— q d REBAR, TYP. U.N.O. FOUNDATION PLAN I I �— — — _ _ - co 8" 4 — _ _ _ - .a I -III——I I - � � ..� v. ° ° —III -•—I ,° °. .°. ° '° a v.L. Iql ° i—.�. .—.— z .. , „., z .4v I d: 4 — ...._ —I I I II 111-11 11 � I a w - .. -..-...,./� I w .' 4' ° ° �.. q . e I —I I .�.'� ,� r �, �°�• ° , ° M I I I= I I I_I ( Q W {,.,� :. . .�. . ,v I..I 11, - m �'"'� . .�'� '!'' `r° ` ' 4° e 4 .� .., ° (2) #5 BARS CONT. I..._ — M III—II1 j . I—III—IiI-1i1 lil— W _ .. SLOPE W/ 3" COVER TYP.; @ 1.4° > I—I I = I =III=) I -_ (2) #5 CONT. w/ 3" - % �� _ — 16" MIN.= COVER TYP. "•a . °� 2 -STORY CONDITION (2) #5 BARS CONT. U (2) #5 CONT. w/ 3 I - I — — I PER MFG SLOPE EXT. (3) #5 BARS w/ 20" o-� 1 -4 W/ 3" COVER TYP. M COVER TYP. III -III—I I �—III—III-1 (2) #5 BENT BARS w/ .• OR GRADE 1/4U PER WIDE FOOTING U U CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN COMPACTED\' FOOT AWAY FROMFILL @ 95% STANDARD LL ID FILL @ 95% STANDARD BUILDING WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT DENSITY un FILLER O 4 cn FOOTING @ SHOWER AT MASONRY AFOI THICKENED EDGE AF69 TYPICAL STEP FOOTING DETAIL AF1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL AR' FOOTING AT INTERIOR BEARING WITH CMU o W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0.. 3/4"=1'-0" o- U1 Ld I- Z FILLED CELL PER PLAN MOOD POST PER PLAN 4 1 FOR SIZE AND BASE �... w §rg+ CONNECTION c� 1 c - - - - - 0 06 TOP COURSE TO BE GARAGE I CHAIR BLOCKS. ILLZ Z Z _______J ENTIRE BASE TO BE FILLED SOLIDp J TOP VIEW CORNER SEE ELEVATION O D U) CMU BASE w/ (1) #5 O � 0 CONC. SLAB PER VERTICAL @ EACH U � FOUNDATION PLAN GARAGE WALL w BEYOND CORNER. SEE FLR. 2 Q H PLAN FOR BASE SIZE, ' 4 4 ° = LU i.— J Z� . 0 0 DRIVEWAY BYI m > w SEE. FOUNDATION FOR BUILDER- CONCRETE PAD SIZE 4' I— w U 4„ ..-. OR PAVERS I. ''a w z O M LLJ U. CONC. SLAB OR j w p W °.. .'4 PAVERS PER PLAN °.I•. °4 <4.1 OU vwi O = 00 �..� U U) — Al)( _ CLEAN COMPACTED 4 4 v ' Q FILL @ 95% STANDARD s ' ..q 4, ° I z DENSITY ° 4.. '° 8" x 8" THICKENED =LU g 3 COVER TYP. CLEAN COMPACTED d . ° d ; ' 4 4 01 EDGE w/ (1) #5 CONT. FILL @ 95% STANDAR— — — —I I a_ D DENSITY — — — — — 2 6R' THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN NOT USED z m o 3/4"=1'-0" 3/4"=1'-0., O Z 0 11 TOP (2) #5 x 4'-0" Z 0 CENTERED AT PIPE PVC OR SCH40 SLEEVE w Z Z F- PENETRATION M 0 J 8" CMU - x 4'-0" PVC OR SCH40 SLEEVE — _ _ °.• — 4 d — . — w W TOP 2 #5 d— — — Q � Q �e FINISH PER ELEV. CENTERED AT PIPE I I_—I (_ =I I— I I- 1 CONC. SLAB PER = 0 00 0 8" C.M.U. FINISH PER PENETRATION I—I I I=I I f- � 0 FOUNDATION PLAN FINISH FLOOR ELEV. -I = ° — I -I N lM Z _ I_ a/ .. m PENETRATING FINISH FLOOR 00 — ° a a =I I- 0 11.-0 W z III III= — _ w U Q ...... • '. PIPE PENETRATING PIPE = I - — — I z W i' 0 •� - GRADE — p -.� Q 0 = d4 a, _ LOOP TIE (TYP.) d ° SIZE &REINF. Z ,,, I —I - I= . •. •' = I —= PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I I — (_ — FOOTING PER PLAN z., I I = — = I=I = I I I CENTERED AT PIPE —_ STRUCTURAL ENG: CFG / BAD —I I—� I I=1 I I- U DRAFTING: _ PVC OR SCH40 SLEEVE �` DIAMETER TO BE 2 -I = I ( I=� (--_ I .PENETRATION PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN _ FILL @ 95% STANDARD �) I_= SEE FDNIPLAN — I—) I d ° ��)1LU' - STRUCT JRH THAN THE -_ PENETRATING PIPE (SIDE VIEW) DENSITY I I �_ — FOR SIZE I =I 4 d II PVC SLEEVE , , =I I _ &REINF. I= ._._. � � .�. � low � — _ J QC CHECK (FRONT VIEW) = -� I �.:. I I—I I- I � Z JOB Na TM 2151993 PIPE VERTICAL THRU FDN �� I=� " � ° a � � a� �� � = I- •�� o scALE -- _--- As INDICATED q — I 11. DATE: 04/14/2016 NOT USED 'i 2 � � i fi F1 TYPICAL FOUNDATION PENETRATIONS I- SD1 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 w REQ'D MIN 4" BELOW CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I _i FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 21/4" I Q FOUNDATION PLAN CONC. SLAB PER I - Z CONCRETE SLAB PER W FOUNDATION PLAN W g FOUNDATION PLAN w g Z 2x PT SILL PLATE 2x P.T. SILL PLATE D W a0- as > w w fA 4y a .,,4., .. ° °� ..d a: .4; ,. �.,a.i' ' • .. y.. ��,I I'. � •'4 ay . � ..'.'.� � Fq e �v. e 4 4.. � IIS ..�4 Z 4 o a a d° a so— ° ' 45 0 —_ 4 ° a — — ° -) I I �I I I—I I •III=I I 1 III N �— _ A ^�—' .� ::.;. ; • ..III—III= O , I—_ — —_— — I— — —I I _ I _ I— III=III III III= I w —I I I IE — 16" w 8" 8" t 0 CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3'" CLEAN COMPACTED CLEAN COMPACTED Uj ° v 8" 8" (2) #5 BARS CONT. w/ 3'' 0 FILL @ 95°/ STANDARD FILL @ 95°7o STANDARD O •.;o.. —� PROVIDE STANDARD notva HOOK W J. 4 N fir+ .. y•1.. � . •e ; l a+ : •.: (1) #5 IN TIE BEAM JI r11� (1) #5 BAR IN PRECAST •� LINTEL 4 (2) #5's VERTICAL IN LU GROUT FILLED CELL Z ENTIRE COLUMN TO a BE GROUT FILLED w U.N.O. � � U LU 4 (1) #5 VERTICAL IN 1'4, GROUT FILLED CELL (IF g REQ'D PER PLAN) J oo O W m + O NOTE: SEE MD08 ON m LINTEL PLAN FOR Q r f� I _ ADDIT'L REBAR INFO 4 v ' 4 DO VERTICAL REINFORCEMENT DETAIL DO PRECAST LINTEL PER PLAN MASONRY WALL —� SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=11-011 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 fiR ARCH WINDOW FRAMING DETAILS OF OPENING 5 FASTEN PT 2x NAILER 2x6x12 P.T. CENTER SEE PLAN FOR WALL 4 < 4 TO MASONRY NOTES: w I BUCK FRAMING INFO 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, o. FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z 3/8" DIA. ANCHOR I (2) 2x TOP PLATE ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O Id ''4'a O 2 2x #2 SYP SEE PLAN � .... _._ ..__. .. _................ CENTERED THREADED ROD PER PLAN / BEARING WALL FOR BEAM SIZE (ONLY STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN F ° ` O THIS CASE. O SCHEDULE. ONLY REQUIRED WHEN INDICATED ON I 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C.1 FOR BEAM SIZE GARAGE WALL SCHEDULE. MIN 6 IF OPENING PROVIDED O.C. @ EACH SUCCESSIVE BUCK = W 0 BEYOND FROM END OF WALL / MASONRY WALL. MIN. 2x4 SPF #2 KNEE LO (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS LU MIN. 2x4 SPF #2 KNEE 2x6 P.T. BUCK EACH TBD BY BUILDER (FASTENING) ARE MET 0 I PER PLAN) LU CL 00 a -� p 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U STRUCTURAL SIDE OF OPENING BLOCKING PER BRG WALL SCHEDULE C.0 co ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 0 TYP. TRUSS TO FRAME W - SPECS Z (5) 3/8" DIA. J -BOLT W/ J CONNECTION PER 0 j _� CL STD. CONNECTOR 5-1/2" EMBED. AT EA. WALL WITH STUDS @ NOTES •°.` WALL WITH STUDS @ } 0 DOOR BRACKET, EA. BASE PLATE '`"'"� W WALL w/ STUDS @ 16" EDGE/lllllll11td11w\\\t\ Q o t- SIDE OF DOOR. CONNECTION PER BRG !x4 SPF CONT. 16" O.C. W/ J Q (2) 2x #2 SYP SEE PLAN 16" O.C. W/ PROVIDE 1-1/2" x 3/16" WALL SCHEDULE 2x PT BOTTOM PLATE I ,4 _ THICK WASHER W/ EA. 3LOCKING ATTACH TO STRUCTURAL 4 FOR BEAM SIZE STRUCTURAL ANCHOR. (1st BOLT TO °i SHEATHING FROM Z BE 8" MAX. ABV. CURB, Z 0 '/16" OSB W/ (2) 8d SHEATHING ON BOTH REST EQ. SPACED SHEATHING ON BOTH -24" O.C.) PT BASE PLATE GARAGE BUCK DETAIL *04 BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=11-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU ___— HEADER (SEE PLAt 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" SEE TYPICAL HEADER :RAMING DETAILS FOR kDDITONAL 4FORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED "' TITEN HD ANCHORS w/ MIN. 1 4' EMBED. FOR HOLLOW BLOCK OR 3 z" EMBED. FOR SOLID BILK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. 2x BUCK DETAIL SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D PRE -CAST LINTEL PER W PLAN I— (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 .i Q 2x8 3/16" x 3" 12" O.C. 2 Z W 5 FASTEN PT 2x NAILER TO MASONRY NOTES: w m 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z I (2) 2x TOP PLATE ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK O O 2 2x #2 SYP SEE PLAN 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, � FOR BEAM SIZE (ONLY STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN O THIS CASE. O I 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x C.1 FOR BEAM SIZE BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" IF OPENING PROVIDED O.C. @ EACH SUCCESSIVE BUCK = W 0 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME MIN. 2x4 SPF #2 KNEE LO (1) 2X OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS LU MIN. 2x4 SPF #2 KNEE TBD BY BUILDER (FASTENING) ARE MET 0 I PER PLAN) LU CL 00 a -� p 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U STRUCTURAL SHEATHING_ C.0 co ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 0 TYP. TRUSS TO FRAME W - SPECS Z J CONNECTION PER 0 o, •` _� CL STD. CONNECTOR 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D fl 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AFO) KNEEWALL AT DOWNSET BEAM BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM a:. AT BASE ARE REQ'D LLO /1� it m Z Q�0 KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" a Lu ^ PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED C, J TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING U J Z 24" O. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING 0 (� ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE < W 8 t TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 c i CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Q � CONNECTION NOTES SINGLE TOP AND BASE 3 10d NAILS TYPICAL COMPANY PLAN " " STANDARD TRUSS U) W PLATE w/ (2) 16d NAILS AT EACH TRUSS TOP CHORD VARIES O 0 Z EXT. SHEATHING I TO TRUSS. STUDS @ ATTACHED PER �� NAILING SCHEDULE �I 24" O.C. &EXT. TRUSS WEBS NOT J SHEATHING INSTALLED f SHOWN FOR CLARITY J FROM TOP OF I PER NAILING PATTERN 2x4 X BRACE ACROSS — PRE-ENG.TRUSS PER 0 Q z v KNEEWALL TO BOTTOM � � LENGTH OF U Z SHEARWALLPLAN, 24" O.C. MAX O O OR SP2 CLIPS AT TOP r -----------i 2x4 #2 SYP CROSS AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL W U �(4 BASE ARE REQ'D. NAIL SCAB TO TOP TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT PER ARCHS W 1— CHORD WITH (3) 10d ( RUNS. TYP EACH SIDE _ Ll.l Z Z CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN � J O 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" FOR CONNECTION � � W 2x4 BLOCKING CONDENSATE / w MIN 2x4 STUDS @ 16" LAP W/ (2) 16d NAILS MAX 4$" MAX 48" INFO W I— r ' , BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION (-- V O/C " MAIN SPAN ROOF TO EACH TRUSS. TYP I U TOENAILED TO SUPPLIER Z TRUSS EACH SIDE 2x P.T. PLATE DOUBLE TOP PLATE w/ CONNECTION TO BE 4' ' TOP OF MASONRY 8 W " 10d NAILS @ 4" O.C. I X 1/2 x 8 A.B. OR TITEN i— — — — — — — — — — — SUPPLIED BY A/C O = SEE ARCH PLANS FOR HD @ 32" O.C. & 6 STANDARD TRUSS — — — — — — — — — — COMPANY FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO Q ON BASE PLATE UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE Z BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP p TOP KNOCK OUT FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV. LU COURSE W/ (1) #5 MASONRY WALL PER FOR O.H. CONT.11- PLAN PLAN A34 OR LUS24-2 EACH O END TYP. SINGLE TIE -BEAM � W/ (1) #5 CONT. _ 6 F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID z o0 601 DORMER FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" Q Z w 0 a2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. Q p I� CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN F TOP OF CHIMNEY MIN. W Z 0 B ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT &FRAME 0 1 '- FTHE'GALVANIZED FLASHING i/i CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 00" 0 NEAREST ROOF �, I, •, t EXT. SHEATHING PRECAST CONC. OR Q X � � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p(1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS H LO 0 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I Z DOUBLE TOP PLATE 1 11 tV w BELOW AND CONNECT w/ HTS20 @ 32 O.C. .. Im 2x4 VERTICAL @ 24" W/GALVANIZED ICKET �� ', EXT FINISH PER PLAN 0 _J Z PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING Il ~ = W w NAILS TO BOTTOM + + �.� zW�.oO _. F 2x PLATES OVER ROOF DECK PER VALLEY CHORD & (3) D; NAILS + H A '°,a �, K TO TOP CHORD; NOTE t' • MAIN FLOOR � O FRAMING DETAIL I IF WALL HEIGHT IS / / •� W (4) 16d COMMONS ELEV 0'-0" B BETWEEN 4FT & 8FT, + NAILED @ EACH END + G DOUBLE TOP PLATE, CONC. SLAB - USE 2x6 SYP #2 STUDS ++ •� VERT REINF. BEYOND Uj SEE FOUNDATION _ STRUCTURAL ENG: CFG / BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INTO III=III- I I V DRAFTING a RAFTER + 16d COMMONS END _ `, i IIS 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL I I- - MASONRY WALL PER STRUCT: JRH COMMON TRUSS PER PLAN OR CONY. FRAMING w/ �l E 16d COMMONS END 2x4's I I� PLAN _j - _ _. J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL FINISH PER ARCHSFIN 2x4 s + + �,r`�, QC CHECK: CC SEE FOUNDATION � Q G + + DETAILS FOR FTG INFO Z JOB Na TM - 2151- - CURVED ROOF TRUSSES PER PLAN OR CURVED � SCALE AS INDICATED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 5,y,I� sy�D K .m q;q NAILED @ 6 O.C. STAGGERED �,,, 6 1 2 0 Q w DATE: 04/14/2016 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1 '-0" nq 1/4"=11-011TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 5 1/2" x 8" ANCHOR BOLT m W 3) 16d COMMON I (2) 2x TOP PLATE (2) 2x PLATE O 2 2x #2 SYP SEE PLAN OR TITEN HD @ 32" O.C. & 6 FROM EACH FOR BEAM SIZE (ONLY O JAILS (TYP.) I FOR BEAM SIZE END IF OPENING PROVIDED W 0 MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I PER PLAN) LU CL 00 a -� p STRUCTURAL SHEATHING_ C.0 co Z co TYP. TRUSS TO FRAME W = J CONNECTION PER o, •` _� CL STD. CONNECTOR ® Z' `•, WALL WITH STUDS @ NOTES •°.` WALL WITH STUDS @ } 0 FRAME OUT TO BLOCK '`"'"� W WALL w/ STUDS @ 16" EDGE/lllllll11td11w\\\t\ Q o t- !x4 SPF CONT. 16" O.C. W/ J (2) 2x #2 SYP SEE PLAN 16" O.C. W/ Q 2x PT BOTTOM PLATE (2) 2x TOP PLATE _ 0 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AFO) KNEEWALL AT DOWNSET BEAM BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM a:. AT BASE ARE REQ'D LLO /1� it m Z Q�0 KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" a Lu ^ PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED C, J TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING U J Z 24" O. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING 0 (� ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE < W 8 t TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 c i CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Q � CONNECTION NOTES SINGLE TOP AND BASE 3 10d NAILS TYPICAL COMPANY PLAN " " STANDARD TRUSS U) W PLATE w/ (2) 16d NAILS AT EACH TRUSS TOP CHORD VARIES O 0 Z EXT. SHEATHING I TO TRUSS. STUDS @ ATTACHED PER �� NAILING SCHEDULE �I 24" O.C. &EXT. TRUSS WEBS NOT J SHEATHING INSTALLED f SHOWN FOR CLARITY J FROM TOP OF I PER NAILING PATTERN 2x4 X BRACE ACROSS — PRE-ENG.TRUSS PER 0 Q z v KNEEWALL TO BOTTOM � � LENGTH OF U Z SHEARWALLPLAN, 24" O.C. MAX O O OR SP2 CLIPS AT TOP r -----------i 2x4 #2 SYP CROSS AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL W U �(4 BASE ARE REQ'D. NAIL SCAB TO TOP TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT PER ARCHS W 1— CHORD WITH (3) 10d ( RUNS. TYP EACH SIDE _ Ll.l Z Z CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN � J O 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" FOR CONNECTION � � W 2x4 BLOCKING CONDENSATE / w MIN 2x4 STUDS @ 16" LAP W/ (2) 16d NAILS MAX 4$" MAX 48" INFO W I— r ' , BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION (-- V O/C " MAIN SPAN ROOF TO EACH TRUSS. TYP I U TOENAILED TO SUPPLIER Z TRUSS EACH SIDE 2x P.T. PLATE DOUBLE TOP PLATE w/ CONNECTION TO BE 4' ' TOP OF MASONRY 8 W " 10d NAILS @ 4" O.C. I X 1/2 x 8 A.B. OR TITEN i— — — — — — — — — — — SUPPLIED BY A/C O = SEE ARCH PLANS FOR HD @ 32" O.C. & 6 STANDARD TRUSS — — — — — — — — — — COMPANY FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO Q ON BASE PLATE UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE Z BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP p TOP KNOCK OUT FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV. LU COURSE W/ (1) #5 MASONRY WALL PER FOR O.H. CONT.11- PLAN PLAN A34 OR LUS24-2 EACH O END TYP. SINGLE TIE -BEAM � W/ (1) #5 CONT. _ 6 F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID z o0 601 DORMER FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" Q Z w 0 a2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. Q p I� CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN F TOP OF CHIMNEY MIN. W Z 0 B ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT &FRAME 0 1 '- FTHE'GALVANIZED FLASHING i/i CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 00" 0 NEAREST ROOF �, I, •, t EXT. SHEATHING PRECAST CONC. OR Q X � � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p(1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS H LO 0 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I Z DOUBLE TOP PLATE 1 11 tV w BELOW AND CONNECT w/ HTS20 @ 32 O.C. .. Im 2x4 VERTICAL @ 24" W/GALVANIZED ICKET �� ', EXT FINISH PER PLAN 0 _J Z PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING Il ~ = W w NAILS TO BOTTOM + + �.� zW�.oO _. F 2x PLATES OVER ROOF DECK PER VALLEY CHORD & (3) D; NAILS + H A '°,a �, K TO TOP CHORD; NOTE t' • MAIN FLOOR � O FRAMING DETAIL I IF WALL HEIGHT IS / / •� W (4) 16d COMMONS ELEV 0'-0" B BETWEEN 4FT & 8FT, + NAILED @ EACH END + G DOUBLE TOP PLATE, CONC. SLAB - USE 2x6 SYP #2 STUDS ++ •� VERT REINF. BEYOND Uj SEE FOUNDATION _ STRUCTURAL ENG: CFG / BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INTO III=III- I I V DRAFTING a RAFTER + 16d COMMONS END _ `, i IIS 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL I I- - MASONRY WALL PER STRUCT: JRH COMMON TRUSS PER PLAN OR CONY. FRAMING w/ �l E 16d COMMONS END 2x4's I I� PLAN _j - _ _. J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL FINISH PER ARCHSFIN 2x4 s + + �,r`�, QC CHECK: CC SEE FOUNDATION � Q G + + DETAILS FOR FTG INFO Z JOB Na TM - 2151- - CURVED ROOF TRUSSES PER PLAN OR CURVED � SCALE AS INDICATED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 5,y,I� sy�D K .m q;q NAILED @ 6 O.C. STAGGERED �,,, 6 1 2 0 Q w DATE: 04/14/2016 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1 '-0" nq 1/4"=11-011TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN ~ 3) 16d COMMON I (2) 2x TOP PLATE (2) 2x PLATE O 2 2x #2 SYP SEE PLAN OR TITEN HD @ 32" O.C. & 6 FROM EACH FOR BEAM SIZE (ONLY O JAILS (TYP.) I FOR BEAM SIZE END IF OPENING PROVIDED W MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I PER PLAN) I MIN. 2x4 SPF #2 KNEE, N' WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16" 0 U Q o t- !x4 SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ I 2x PT BOTTOM PLATE O.C. w/ STRUCTURAL 0 0 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM Z Cy Z 0 '/16" OSB W/ (2) 8d SHEATHING ON BOTH SHEATHING ON BOTH TOP OF WALL TO M 2 JAILS SIDES FROM TOP OF SIDES FROM TOP OF I PRECAST LINTEL OR BOTTOM OF WALL. w -- WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE • ATTACHED PER W _ `'- 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I NAILING SCHEDULE Q,'` i U N/ 6d NAILS @ 16 O.C. NAILING SCHEDULE NAILING SCHEDULE I •r4 OTHERWISE SP2 CLIPS = 0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL� AT TOP AND 001 CLIPS U 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED AFO) KNEEWALL AT DOWNSET BEAM BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM a:. AT BASE ARE REQ'D LLO /1� it m Z Q�0 KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" a Lu ^ PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED C, J TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING U J Z 24" O. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING 0 (� ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE < W 8 t TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 c i CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Q � CONNECTION NOTES SINGLE TOP AND BASE 3 10d NAILS TYPICAL COMPANY PLAN " " STANDARD TRUSS U) W PLATE w/ (2) 16d NAILS AT EACH TRUSS TOP CHORD VARIES O 0 Z EXT. SHEATHING I TO TRUSS. STUDS @ ATTACHED PER �� NAILING SCHEDULE �I 24" O.C. &EXT. TRUSS WEBS NOT J SHEATHING INSTALLED f SHOWN FOR CLARITY J FROM TOP OF I PER NAILING PATTERN 2x4 X BRACE ACROSS — PRE-ENG.TRUSS PER 0 Q z v KNEEWALL TO BOTTOM � � LENGTH OF U Z SHEARWALLPLAN, 24" O.C. MAX O O OR SP2 CLIPS AT TOP r -----------i 2x4 #2 SYP CROSS AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL W U �(4 BASE ARE REQ'D. NAIL SCAB TO TOP TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT PER ARCHS W 1— CHORD WITH (3) 10d ( RUNS. TYP EACH SIDE _ Ll.l Z Z CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN � J O 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" I BY SUPPLIER I MIN. 24" FOR CONNECTION � � W 2x4 BLOCKING CONDENSATE / w MIN 2x4 STUDS @ 16" LAP W/ (2) 16d NAILS MAX 4$" MAX 48" INFO W I— r ' , BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION (-- V O/C " MAIN SPAN ROOF TO EACH TRUSS. TYP I U TOENAILED TO SUPPLIER Z TRUSS EACH SIDE 2x P.T. PLATE DOUBLE TOP PLATE w/ CONNECTION TO BE 4' ' TOP OF MASONRY 8 W " 10d NAILS @ 4" O.C. I X 1/2 x 8 A.B. OR TITEN i— — — — — — — — — — — SUPPLIED BY A/C O = SEE ARCH PLANS FOR HD @ 32" O.C. & 6 STANDARD TRUSS — — — — — — — — — — COMPANY FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD OVERHANG INFO Q ON BASE PLATE UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE Z BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP p TOP KNOCK OUT FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV. LU COURSE W/ (1) #5 MASONRY WALL PER FOR O.H. CONT.11- PLAN PLAN A34 OR LUS24-2 EACH O END TYP. SINGLE TIE -BEAM � W/ (1) #5 CONT. _ 6 F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLID z o0 601 DORMER FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" Q Z w 0 a2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. Q p I� CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN F TOP OF CHIMNEY MIN. W Z 0 B ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT &FRAME 0 1 '- FTHE'GALVANIZED FLASHING i/i CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 00" 0 NEAREST ROOF �, I, •, t EXT. SHEATHING PRECAST CONC. OR Q X � � PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p(1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS H LO 0 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I Z DOUBLE TOP PLATE 1 11 tV w BELOW AND CONNECT w/ HTS20 @ 32 O.C. .. Im 2x4 VERTICAL @ 24" W/GALVANIZED ICKET �� ', EXT FINISH PER PLAN 0 _J Z PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING Il ~ = W w NAILS TO BOTTOM + + �.� zW�.oO _. F 2x PLATES OVER ROOF DECK PER VALLEY CHORD & (3) D; NAILS + H A '°,a �, K TO TOP CHORD; NOTE t' • MAIN FLOOR � O FRAMING DETAIL I IF WALL HEIGHT IS / / •� W (4) 16d COMMONS ELEV 0'-0" B BETWEEN 4FT & 8FT, + NAILED @ EACH END + G DOUBLE TOP PLATE, CONC. SLAB - USE 2x6 SYP #2 STUDS ++ •� VERT REINF. BEYOND Uj SEE FOUNDATION _ STRUCTURAL ENG: CFG / BAD SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INTO III=III- I I V DRAFTING a RAFTER + 16d COMMONS END _ `, i IIS 2x4 BLOCKING W/ (2) ++ NAILED TO VERTICAL I I- - MASONRY WALL PER STRUCT: JRH COMMON TRUSS PER PLAN OR CONY. FRAMING w/ �l E 16d COMMONS END 2x4's I I� PLAN _j - _ _. J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL FINISH PER ARCHSFIN 2x4 s + + �,r`�, QC CHECK: CC SEE FOUNDATION � Q G + + DETAILS FOR FTG INFO Z JOB Na TM - 2151- - CURVED ROOF TRUSSES PER PLAN OR CURVED � SCALE AS INDICATED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN 5,y,I� sy�D K .m q;q NAILED @ 6 O.C. STAGGERED �,,, 6 1 2 0 Q w DATE: 04/14/2016 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1 '-0" nq 1/4"=11-011TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON F,1-1. DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" CLG. NAILING SURFACE oo EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE! BM w MAX. ATTACHMENT w/ (3) 10d = z TOENAILS EA. END J PROVIDE 16d NAILS _ GABLE END TRUSS TO ¢ �, 2x TOP PLATE TO PLT.@12" O.C. MAX. z U GABLE END W/ 16d �I o m NAILS @ 6" O.C. O FRAMING FOR FALSE L L CMU WALL OR LINTEL = BEAM, IF REQ'D w/ (3) BELOW ' , HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE CCOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 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 NOTE: 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 2'-0" MAX. I END NAILS EA. END VARIES 11 RAKED DOUBLE TOP - PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ — 16" O.C. TYP. 2x8 #2 SYP PT BASE — PLATE CMU WALL PER PLAN - GABLE END @ VAULTED CEILING 3/4"=1'-0" VI W 0 0 FIELD FRAMED VALLEY DETAIL 1'-9" MAX. N= WHERE O.H. IS > 1'-0", DROP END GABLE w/ UP TO 4,- 8" SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. O.C. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. NOTE: ALL GABLE SEE ELEV. FOR BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING NOT REQ'D SYP#2 OR BETTER BLOCK ADJ. BAYS C TO BE CONT. @ THE CONNECT TO DROP GABLE WITH DIAGONAL TRANSITION FROM (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. ---- GABLE VERTICAL FASTEN ROOF WALL TO GABLE `O 2ND 2x4 BRACE IF REQ'D, SEE CHART SHEATHING TO A -A GABLE VERTICAL BRACING TRUSS SEE GE01/SD3 FOR OU F 24" O.C. 8" O.C. DOUBLE 2x TOP PLATE BLOCKS w/8d NAILS END \ rHING FASTEN FASTEN SIDE WALL OUTLOOKER OR CONV. FRAME OR F- @ 6" O.C. SHEATHING PER PLAN. @ EACH END W S R I HEADER PER PLAN; (5) 16d NAILS BRACE —� p TO BLOCKING EXT. SHEATHING; OUTLOOKER 2x4 DIAGONAL BRACE SEE HEADER SIMPSON H10A ATTACH PER PLAN HEADER PER PLAN IF DIAGONAL TO TOP @ 48" O.C. TO 3RD 06 NAILS @EACH WEB SCHEDULE & NOTES PLATE \ REQ'D. MIN (1) JACK & BAY REQ'D w/ FRAME WALL CONNECTION 0 < e CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO iv BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" CLG. NAILING SURFACE oo EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE! BM w MAX. ATTACHMENT w/ (3) 10d = z TOENAILS EA. END J PROVIDE 16d NAILS _ GABLE END TRUSS TO ¢ �, 2x TOP PLATE TO PLT.@12" O.C. MAX. z U GABLE END W/ 16d �I o m NAILS @ 6" O.C. O FRAMING FOR FALSE L L CMU WALL OR LINTEL = BEAM, IF REQ'D w/ (3) BELOW ' , HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE CCOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 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 NOTE: 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 2'-0" MAX. I END NAILS EA. END VARIES 11 RAKED DOUBLE TOP - PLATE CEILING NAILER AS — REQ D 2x8 #2 SPF STUDS @ — 16" O.C. TYP. 2x8 #2 SYP PT BASE — PLATE CMU WALL PER PLAN - GABLE END @ VAULTED CEILING 3/4"=1'-0" VI W 0 0 FIELD FRAMED VALLEY DETAIL 1'-9" MAX. N= 0 rHING PER PLAN ;E O.H. IS > V-0", WHERE O.H. IS > 1'-0", DROP END GABLE w/ UP TO 4,- 8" JOKERS @ 24" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.M. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH DIAGONAL EA.DIAG. AS SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. ---- GABLE VERTICAL FASTEN ROOF 2x4 `O 2ND 2x4 BRACE IF REQ'D, SEE CHART SHEATHING TO A -A GABLE VERTICAL BRACING 0 SEE GE01/SD3 FOR OU F 24" O.C. 8" O.C. J BLOCKS w/8d NAILS END \ rHING FASTEN 0 OUTLOOKER OR CONV. FRAME OR F- @ 6" O.C. @ EACH END W S R I HEADER PER PLAN; CONT. 2x4 TRUSSES PER p \ DOUBLE TOP PLATE OUTLOOKER 2x4 DIAGONAL BRACE SEE HEADER 2x4 LEDGER W/ (2) 10d PLANEY HEADER PER PLAN IF @ 48" O.C. TO 3RD 06 NAILS @EACH WEB SCHEDULE & NOTES \ REQ'D. MIN (1) JACK & BAY REQ'D w/ 0 < e \ STRONGBACK, SEE (1) KING STUD w/ SIMPS. 0 TRUSS PER PLAN \ \ g CHART ATTACH PER PLAN LSTA18 HEADER TO \ J GABLE BRACING (+) 0- GABLE TRUSS FROM TOP OF WALL STUDS TYP. BASE Q SEE CHART z0) v � PROVIDE 2x4 BRACE TO BOTTOM CONNECTION _ TO DIAG MORE. EXT. SHEATHING; ATTACH PER NAILING 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ',. FASTENEA. TO.DIAG.. w/(2) 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS STRONGBACK IF REQ'D W 16d NAILS. O.C. AND 6" FROM EA. Q INTO BLOCKING, (2) MASONRY WALL OR (2) 16d NAILS TO EA. PER CHART 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 •' Q' 1N CMU. OR SIMPSON (5) 16d NAILS BRACE GABLE BRACING @ 48" SIDE OF EA. STUD. META16 FQ TITEN HD @ 32" O.C. & CENTERED BETWEEN TO BLOCKING O.C. NOT REG'D 6' FRAME WALL DETAIL WALL SPLICE DETAIL STD CONDITION @ CMU A @ CMU FOR REQ'D FLASHING /q PROVIDE 2x4 BRACE_ 0 rHING PER PLAN ;E O.H. IS > V-0", W END GABLE w/ UP TO 4,- 8" JOKERS @ 24" 4'-$" < H c 7'-0" 0 RUN BACK TO d DMMON TRUSS N (3) 12d TOENAILS. 14'-0" < H b18'-8" ECT TO DROP z O WITH H2.5 CLIP. 2x FASCIA w (2) 16d '-0" O.H. p DIAGONAL W SANI" ORD Q z ---- GABLE VERTICAL 2x4 `O 2ND 2x4 BRACE IF REQ'D, SEE CHART W A -A GABLE VERTICAL BRACING 0 SEE GE01/SD3 FOR OU F 24" O.C. 8" O.C. J O END z rHING FASTEN 0 Z O U W W FROM EAVES GABLE END TO EA. ADJ. DIAG. 1? 1 SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN CO LU o SPLICE AS REQ'D Q L.i 45 PER PLAN. 16d NAILS. GABLE BRACING CHART HGABLE BRACING + UP TO 4,- 8" NO BRACE REQUIRED 4'-$" < H c 7'-0" (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H b18'-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 CONNECTION DETAIL FOR REQ'D CONNECTIONS THAN 8' DO NOT REQUIRE SEE CHART. EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. W 10d COMMON NAILS (1) A23 FROM PER PLAN TO STUD) - STRUCTURAL ENG: CFG / BAD @ 6" O.C. STRONGBACK TO DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d -STRUCT: JRH DIAGONAL (2) 2x TOP PLATE SANI" ORD Q INTO BLOCKING, (4) 8d ---- GABLE VERTICAL 1c X 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 SEE GE01/SD3 FOR 10d COMMON NAILS @ (2) 16d TOE NAILS 8" O.C. rGEO GABLE END BRACING 3/4"=1'-0" PROVIDE 2x BLOCKING 2x4 BLOCKING (2) 1 FOR NAILING (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM CONNECTION DETAIL FOR REQ'D CONNECTIONS THAN 8' DO NOT REQUIRE (FRAME WALL SHOWN; MAY ALSO BE MASONRY) BRACING*** EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. W PER PLAN TO STUD) - STRUCTURAL ENG: CFG / BAD a TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d -STRUCT: JRH (2) 2x TOP PLATE SANI" ORD Q INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER SEE GE01/SD3 FOR BLOCKING @ 24" O.C. (2) 16d TOE NAILS J SIMPSON H2.5(TYP.) Z (D W/ (2) 12d END NAILS BRACE TO LEDGER OUTLOOKER OR CONV. FRAME OR F- HOLD WALL 3-1/2" @ EACH END W S R I HEADER PER PLAN; DOWN FOR TRUSSES PER p DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN SEE HEADER 2x4 LEDGER W/ (2) 10d PLANEY HEADER PER PLAN IF 06 NAILS @EACH WEB SCHEDULE & NOTES REQ'D. MIN (1) JACK & W 0 < e Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. 0 TRUSS PER PLAN Z i g ATTACH PER PLAN LSTA18 HEADER TO J 0- GABLE TRUSS FROM TOP OF WALL STUDS TYP. BASE Q z0) v � Uj TO BOTTOM CONNECTION MORE. EXT. SHEATHING; ATTACH PER NAILING 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ',. Q 0 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS W O.C. AND 6" FROM EA. Q INTO BLOCKING, (2) MASONRY WALL OR (2) 16d NAILS TO EA. 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 •' Q' 1N CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALL DETAIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING LU z 2x8 RIDGE BOARD _ 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH _ TRUSS BELOW FASTEN CONV. 2x -1 VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. n'"fiPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) p 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d Mr END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD, 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG. LLI� TO BLOCKING \®\®®\\\01► � w LOg GABLE BRACING 48" PROVIDE 2x BLOCKING e 000 � —100 0 O.C. MAX. 45° FROM FOR NAILING == : U —j HORIZONTAL (+/- 10°) "," O €. «"O C 0 j BRACE NOT REQUIRED �,� Z TRUSS PER PLAN _ /� °•.. ° W O 6' FROM EAVES. d, Q SEE PLAN FOR LL p �1�</O1i11111111111®�°�� SUPPORT AND TIE DOWN OF JACK Q PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS 0 @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN w 0"O ***NOTE: GABLES SPANNING LESS I GABLE END @ FLAT CEILING w/ BOSTON HIP CONNECTION DETAIL FOR REQ'D CONNECTIONS THAN 8' DO NOT REQUIRE (FRAME WALL SHOWN; MAY ALSO BE MASONRY) BRACING*** a` 0, U Q M LU O W O Z o » • v o �- o `� O W 3/4"=1'-0" H U STRUCTURAL ENG: CFG / BAD a DRAFTING: gv1LD!/UC H F- -STRUCT: JRH (2) 2x TOP PLATE SANI" ORD Q QC CHECK. CC LLI SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. U J Z (D OUTLOOKER OR CONV. FRAME OR F- W S R I HEADER PER PLAN; SHEATHING(D TRUSSES PER p 0 SEE HEADER CANTILEVER PLANEY 06 SCHEDULE & NOTES W W 0 < e FOR ADDT'L INFO. U_ O 0 Z i SIMPSON LSTA12 OR J • SP4 CONNECTORS @ . 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR GABLE TRUSS Q F- U Q z0) v � MORE. EXT. SHEATHING; ATTACH PER NAILING O LU Q 0 i 2x DOWNFRAME TO SCHED. W Q DOOR AS REQ'D (2) 16d NAILS TO EA. H Z 7 {� I ZOO COMMON TRUSS --I ~ W LU z SIMPSON META16 @ W V 1/2" THREADED ROD 32" O.C. GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOFLU = _ i EA. SIDE OF HEADER WOOD WALL TRUSS O U U) (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR Q PLATE & 6" FROM JAMB LSTA18 OR MTS12 c (SEE SCHEDULE) Zo STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN w ONLY REQ'D @ BRG FOR WOOD OR U) WALL W/ UPLIFT MASONRY n- rGEO GABLE END AT VALLEY FRAMINGz pp o 3/4"=1'-0" Q O Z HEADER STUDS PER HEADER SCHEDULE z U.N.O. ON PLANS 3:Z Z w H I J O COn OO ATTACH JAMB STUDS Q 'IFN G i PER WF08/SD4 U)0000 N �O �.Im O .,.� W V Q O zW (D , O _ P.T BASE PLATE w H JOB No. TM - 2151993 LU SCALE: AS INDICATED W DATE: 04/14/2016 #16-1208 T TYPICAL HEADER DETAIL NOT USED 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w W H U STRUCTURAL ENG: CFG / BAD DRAFTING: gv1LD!/UC H F- -STRUCT: JRH SANI" ORD Q QC CHECK. CC H JOB No. TM - 2151993 LU SCALE: AS INDICATED W DATE: 04/14/2016 #16-1208 T TYPICAL HEADER DETAIL NOT USED 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN (— LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY)EDGE DISTANCE Q TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER VVIL INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & Q FRAMING PLAN TOP PLATE ATTACH W/ + ' NAILS TYP. TOP &BOT. ATTACH PER NAILING (2) 10d NAILS O.C. p 10d x 3" Z + - DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) PATTERN ON THIS 10d x 3 COMMON Q + DETAIL w ---7 TOP SPLICE p b LU LU 2 1/2" z w 0 21 z p w 2 1/4" C� - z W 1 1/2" w � U N ¢ Qlo z � 2x4 BEYOND AGAINST �^' N - ~ r10 10 MSN 2x8 STUDS cli 1 O x 3" COMMON;OL ZLUO ATTACH 2x STUDS TO~ c) TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. 0 O 0 LU NAILS ((2) ON EA. SIDE) AT CORNER SIDE O 0 U 0 1 Od x 3" OPP. SIDE F- 0 TYP. AT ALL EXTERIOR z I I a I I a I I z CONDITIONS NAIL BOTTOM PLATE a 0 ATTACH 2x STUDS TO U � TOP PLATE W/ (4) 16d TO CORNER STUD a 0 PACK w/ (4) 1 Od NAILS co U NAILS ((2) ON EA. SIDE) 2x8 STUDS PER _10 TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON00 #10 0ey Z CONDITIONS TOP SPLICE OPP. SIDE DETAIL ANCE PER 0 BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" o/c 00 W DOUBLE 2x8 TOP TOP PLATE TRANSITION(2)2X STAGGERED. OUTSIDE NAILS NAILED AT 8" OC. OUTSIDE 2X�s PLATE COLUMN / 8 W FE fiFO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" I (III// w cn 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN ems-- < Z BEYOND 72 INSTALLED VERTICALLY. � NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS = � U) U- z @ 3" O.C. ROOF SHEATHING, �, * CO - - - - - - - - - U O = 2 NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON A = NAIL SPACING IT �I TT �� W z � ¢ O IL � O °I 01" SC,q OV SC ROOF SHEATHING, FASTEN PER PLAN � , d � O" �� � g Q II 6 II II II II CL ��_ NAILS OC OW O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d `�� R� aT ROOF SHEATHING, 2x FR qeT FASTEN PER PLAN II I I II II II = O I— COMMON NAIL/2" A 1/2" ��G T��S FASTEN PER PLAN �FNC y T�� ` '•.•.�o',••� �,�� O ---------- CL z= CO O S@ 3 O.C.O C O,c S O,c SS P ®� LL III �1- - �I- - - u„ O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL - o 0 o Oy Oy O //1111111111\ III III I I I I I WALL SHEATHING 0 = EDGES 6" O.C. U.N.O. ON PLANS @ 2x4 FRAMING 24" J SPLICE, SEE SPLICE III III II II I DETAIL. MAX 1/8 r � O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2 2x4 FRAMING @ 24" O.C. MAX. 2x4 #2 SYP CONT. w/ (2) _ III OPENING III II II II W COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" SPACE BETWEEN W 4 w I- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS I' - NAILS AT JOINT - III I I PANELS 6' PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDT (4)10d x3" EA. STUD OR TRUSS O III 3 I I I I I I I HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ PER -ENG TRUSSES NAILS A JOINT MEMBER, TYP. (MAX. w III TYP. III I I I I I I p TOP & BOTTOM STUD PER PLAN 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, J'+ M AROUND III I I I I I I 2x STUDS BEYOND, O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS `y� N OPENING SEE PLAN FOR MORE Cr W VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2" EMBED. @ O !"""'� , a III III I I I I I I O Q W 2x FASCIA 24" O.C. C) z _ _ _ INFO 0 SHEATHING & PER PLAN III III I I I I I W Z cn GYPSUM WALLBOARD 2x FASCIA PER PLAN p � o -TI -fl w3: 2 BLOCKINGZ 0 3 . III I I I II I II I II II II i- O NOTE: CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS Q U 0 I I I I I I I I o O 0 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP LEDGER PER PLAN TRUSS PER PLAN o TO LEDGER ri a cn m USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS 2x4 PT LEDGER W/ 1=.J - _11 All I L 0 ,� 2x4 LEDGER W/ (2) 16d w y= - - - - - N O LL 0 REQ'D. EXCEPT AS NOTED ON PLANS. NAILING PER @ C - - - - - - - - - 1/4" x4" TAPCONS 12° 2x FRAME WALL PER �� I— C� FLOOR SYSTEM O7 .. LL SCHEDULE O.C. PLAN NAILS @ 16 O.C. _ - - - - - - - - - SHEATHING SPLICE NOTE: SAME THICKNESS AND 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY U \q\ STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE 0 2x BOTTOM PLATE FLATWISE (2) 16d OPENING SIZE 1 CUT TO FIT BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END PLAN (TRUSS SHOWN) O Q SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL Z TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF CIO EXTERIOR SHEATHING SCHEDULE NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS To BE fiF11)ITYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF o PLYWOOD SHOULD BE MAINTAINED 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0""=1'-0" d OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS u.i (� SEE ROOF SHEATHING, ") Z PLAN NAIL PER PLAN 2x4 #2 SPF (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. J DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS L- W SS CONNECTION CONNECTION EACH END U) SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE++ _ x x 0 � a @ EACH STUD 12d NAILS @ EACH END + Ira 2x12 BOX HDR w/ 2x8's U) W (D < e j TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL LL Q Z PRE-ENGINEERED SIMPSON LSTA30 WN 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS -SEE (22) 1 Od NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. p _ FRAMING PLAN FOR CORNER CONDITIONS g WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS U _j Z SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF +* ' + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Q a • NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & +; ROOF SHEATHING O Q SEE PLAN FOR cn „ � + .� CONNECTION x x 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 Od NAILS @ CONNECTION + . _ .� x BR WALL SEE I STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL I— W � ~ 2 G TOENAILS INTO OTHER SEE WALL CLIP DETAIL PLAN FOR STUD SIZE & i TRANSOM BETWEEN TRANSOM BETWEEN= J Zi i TRUSS FOR MORE INFO O SEE FLOOR PLAN FOR SPACING. MIN (2) 2x LINTELS LINTELS i -- MORE BRIG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL W UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN w I- U.N.O. @ 24 O.C. w/ EXT. @ 24 O.C. w/ EXT. 0 n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. `J • w/ 2 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER Z 2x BLOCKING O @ NAILING SCHEDULE & NAILING SCHEDULE & p W (2) 2x TOP PLATE TAPCONS @ 12 O.C. TAPCONS 12 O.C. O � SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY T4RUSS MEMBERCH TRUSS MEMBERCH _ STUD ATTACH 2x TO VERTICALLY VERTICALLY U I 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 Z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ — SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL w ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR VERTICAL 0 U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER O d fiFf�SECTION @DOUBLE BEARING AF1'kSTEP I@ BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER z pp o 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" O Z O T- CONTRACTOR MAY ELECT T0 BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO p 11 r BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SIMPS. SDS SCREWS @ Z r SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN � Z F— J STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSSS 1/4 X 3/z SIMPS. SDS Z W 0 W SCREWS @ 16 O.C. � � '.O 1 LAP BEAM PLYS AND TIO MASONRY w/ 2x6 PT 0 00 O NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) �y NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT , . IM EXT. BEAM PER PLAN 12 12" O.C. J Z I- LU HTS20 CLIP FROM SIMPSON H3 CLIP SEE PLAN Z W >' J © � POST TO BEAM SHEATHING PER PLAN 0 -� Q O _ PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. Q cn 1- 2 N (4) 10d NAILS FOR � � PT POST PER PLAN TO STUDS OR BEAM w/ CONV. FRAMED (2) 1/4" X 4'/z" SIMPS,. MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16" w PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS —- ---- � STRUCTURAL ENG: CFG /BAD NUT SET IN ADHESIVE w/ (2) 1/4" X 3"/Z' SIMIPS. 4'-0" MAX. .SDS SCREWS @ 16," � DRAFTING: FASCIA PER L.. STRUCT: JRH 4 O.C. MAX.; COMMUNITY SPECS ° SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" � Nc ¢ QC CHECK -' -- CC -- -- --- 410 , ii , PLAN FOR ADDITIONAL PRE-ENGINEERED / „U� 3 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" I— JOB No. — ----------- TM - 2151993 5 / I,.y Z SIDE VIEW BASE OF POST O.C. O.C. MAX. ° o SCALE: u As INDICATED DESIGNED FOR �Rl to ��. --- --- --- ----— SIMPSON H3 CLIP w DATE: 04/14/2016 /^` SHINGLE ONLY — _ _ - — _ _-- _ _ - - -_ __ _ - -. w/ SAI\ �• i.1/1. w " Imo" "!�!1/��\r 11rT A " 3/4"=1'-0" I % 1/2"=V-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO ---� FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL -' PLAN FOR OVERHANG INFO WINDOW AS Tr/ SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING 10 U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN q. LINTEL AS PER PLAN 111" DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP -SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER 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 CONNECTIONS w` SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ ❑ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER W FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d W SEE STANDARD 2-1/4" TITEN SCREWS<�O.C. ATTACHED PER ATTACHED PER x1-1/2" @ 24" O(USE � s <<�y x1-1/2 @ 24 O.C. (USE � O CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 hFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d — REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP NAILS. BEND STRAP (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE O_ BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN U INFO. FOR TRUSSES 20" TO 3" THEN RUN DOWN3", THEN RUN DOWN ❑ ' HEADER - SEE 2ND W U)26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ W — PRE -ENG. FLOOR HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. H 0 SYSTEM - IF NO FLOOR CIF TITENS ARE NOT IN SYSTEM INSTALL LINTEL COURSE OR HEADER SIZE & REQ'D HEADER SIZE & REQ'D W EXTERIOR SHEATHING JAMB STUDS JAMB STUDS a KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO (D EXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT \ U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE . RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN PLAN U.N.O. CONNECTION INFO.. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL Z ABOVE 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN p - - - -- - PROVIDE SOLID ( ) — BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL 1F HEADER IS UPSET 5 OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR W AND WINDOW IS BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d m Ill MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q FLOOR TRUSS PLATE w/ (2) 10d ❑ NOTE: ALL FLOOR- PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS EXT TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. p No MOISTURE As�oTYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2)1od HEADER OPENINGS ®®�� �►1.1�dr///®/ BARRIER (FELT PAPER „ „ TOE NAILS ATEA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x,� �,� w 3/4"=1'-0"3/4 =1-0 SILL PLATE w/ (2) 10d Fi-, �' .• e1*; CO OR SIM IS PROVIDEDOF SILL (MAX OPEN'G LARGER THAN OFT: (2) ^t®�w "'�,> , e�00 WIDTH 4'-0'' USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING .�, a °y ® d r- ) (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) z` Q o w/ 2x CRIPPLE STUDS c� - U Z BUILT-UP COLUMN „ 2x SILL PLATE w/ A35 ;-�,� ; .cc SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. AT EA. END NAILED TO �. INFO. CLIPS EACH SIDE w/ 2x B"� U STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d�=" O � — BEARING WALL PER A A FLOOR W/ 14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16 O.C. ( NAILS @ 8" O.C. THEN "' Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS p SEE FLOOR FRAMING T&B (PLYWOOD 0' Z O O ) ATTACH SILL w/ 2 10d SHEATHING REQ'D 9 �° } O - COLUMNS PLAN FOR. FLOOR x 2 1/4" TITENS; F 1/4 T&B TOE NAILS AT EA. END , "� � " p ~� MID -HEIGHT BLOCKING SYSTEM INFO. FLOOR TRUSSES ARE SEPARATE SHEATHING T&B) r�/q����� U_ PER BEARING WALL UNDER WINDOW OF SILL (MAX OPEN'G O 1/Iallli�A SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 — 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR -� ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 2 -STORY WALL NAILS ` • (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' U 0 SECTION FOR MORE STRAPS CENTERED @ IF TITENS ARE NOT IN \„ W INFO. (2) SIMPSON META16 2x TOP &BOT SIMPSON LSTA30 w/ C} LINTEL COURSE OR `� C FLOOR W/ (14) 10d , FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 10d TO STUDS — REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS RIBBONS, CONT. ' N FOUNDATION PLAN ) ABOVE PLATE U.N.O. O G? o (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ❑ ° INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE 4 U 0 0 MASONRY ATTACHED BARRIER (FELT PAPER FOR FLOOR G PLAN M � PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION w .M1 SCHEDULE; PROVIDEI- 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR a, SHEATHING AND STANDARD CORNER A -A FOR FLOOR" U FRAMING PLAN, 2nd FLR STUDS TO BEAR ON _ N CONNECTION MASONRY NOTE' IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED U 0 ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR LL 0 SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM O O MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ 0 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 z • STOPPING AT 1000 SQ SINKERS AND (14) Ya''X2 %4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR S0 HEADER CONNECTION @ 2nd FLOOR HIGH BM o WD. HD. HT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. u.i ATTACH TO FLOOR SHEATHING PER PLANSHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN D' TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING ❑ .I z 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ~- PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN if'' U' V STEEL SILL 2x STUDS , SEE 2x STUDS SEE UNDER WINDOWS AND ATTACH PER NAILING `� (A POWERS 2x STUDS , SEE �— W S W. TYP. ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, c� @ @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM ❑_ AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO Q .- TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. U) 0o < � TO VERIFY SIZE TRUSSES@ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN W 2x4 #2 SYP ANGLE 2x BLOCKING FOR Z 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER z (2) 12d @ 12„ O.C. (2) 12d @ 12” O.C. PLAN O J EXT FINISH PER PLAN ': AGAINST TRUSS (2) 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C..ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM U O O 2 VERT REIN~. BEYOND PRE -ENG FLOOR ( O a END 2x SYP #2 RIBBON MIN 2x4 TO TRUSS w/ 4 PLATE ' TRUSS OR FIELD ) O FRAME 2x4 KNEE 2x4) AI TRUSS w/ (4) U �� 16d NAILS; BOTTOM (2) H5 EA. FLOOR W 16d NAILS; BOTTOM MASONRY WALL PER L WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE BRG DIRECTLY ON BOTTOM PLATE, SLIT = W ` ) PLAN SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON J Z CMUFLOOR DECKING TO 0 0'CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE TRUSS LAYOUT R ACCOMMODATE 1- O SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ V PLAN FOR MORE INFO ? SCHEDULE FOR FOR HANGER U I - FIN. FLR. 1/2" GYP. CLG BD OR 1/2 GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP3: (2) 5/8 TYPE X WHEN a CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. z 0-0 r e : IN GARAGE �' (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR W 0o I' • r' 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER GRADE MASONRY WALL PER MASONRY WALL PER " ,�.. MASONRY OR MTS12 BLOCKING w/ (4) 16d PLAN ". I'' SHEATHING TO PLAN AT WOOD OR (3) 16d TOENAILS .%4 BOTTOM PLATE 1/8" GAP BETWEEN NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU z DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF Q NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER W OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN 0- TYPICAL TWO STORY SECTION fis_',)�TWO STORY PARALLEL FLOOR CONNECTION*'Sl_TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION z 00 3/4"=1'-0„ 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O Z O to 11 r NOTE: ALL FLOOR Z 0 r 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS w IF SHEATHING IS NOT BARRIER (FELT PAPER H O -� CONTINUOUS TO OR SIM) IS PROVIDED p 0 W BOTTOM OF FLOOR z TRUSS,CONTRACTOR I 0 1 TO INSTALL SIMPSON a SEE ARCH DWGS FOR _ O co 0 LSTA18 STRAPS FROM I I F- to EA. STUD TO TRUSS d TOPPING INFO N In EL 111I I 3/4, PLYWOOD FLOOR O O J Z SLOPE DECKING ATTACHED w U PER NAILING �— w �' 0 p 2x12 #2 SYP CONT. SCHEDULE LEDGER W/ (3) w O H 2 I_ 1/4"x4-1/2" SDS SLOPED BALCONY ❑ SCREWS (EQUALLY FLOOR TRUSS ((12" SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. W @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" LOADING) W/ LUS26 OR ❑ STRUCTURAL ENG: CFG /BAD LUS46 TO LEDGER U FROM T&B) DRAFTING. ----- .::-STRUCT: JRH CONTRACTOR TO SEE WS FOR ' PROVIDE ADEQUATE SIM. END CONDITION ., . QC CHECK CC WATERPROOFING. NO �. CONCRTE SLAB LINTEL PER PLAN "� Q PERMITTED Z JOB No. TM - 2151993 ❑ W SCALE: AS INDICATED SEE WS10/SD5 FOR o ADDITIONAL INFO W DATE: 04/14/2016 X F01 TYPICAL BALCONY FRAMING NOT USED .. '1 fl D en9 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1�IIIIIIIII■ CONNECTIONS w` SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ ❑ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER W FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d W SEE STANDARD 2-1/4" TITEN SCREWS<�O.C. ATTACHED PER ATTACHED PER x1-1/2" @ 24" O(USE � s <<�y x1-1/2 @ 24 O.C. (USE � O CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 hFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFT SP6 @ 2x6 STUDS & USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d — REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP NAILS. BEND STRAP (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE O_ BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN U INFO. FOR TRUSSES 20" TO 3" THEN RUN DOWN3", THEN RUN DOWN ❑ ' HEADER - SEE 2ND W U)26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ W — PRE -ENG. FLOOR HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. H 0 SYSTEM - IF NO FLOOR CIF TITENS ARE NOT IN SYSTEM INSTALL LINTEL COURSE OR HEADER SIZE & REQ'D HEADER SIZE & REQ'D W EXTERIOR SHEATHING JAMB STUDS JAMB STUDS a KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO (D EXTERIOR SHEATHING O SOLID BLOCKING FLOOR TRUSS SEE TO BOT \ U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE . RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN PLAN U.N.O. CONNECTION INFO.. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL Z ABOVE 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN p - - - -- - PROVIDE SOLID ( ) — BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL 1F HEADER IS UPSET 5 OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR W AND WINDOW IS BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d m Ill MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q FLOOR TRUSS PLATE w/ (2) 10d ❑ NOTE: ALL FLOOR- PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS EXT TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. p No MOISTURE As�oTYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2)1od HEADER OPENINGS ®®�� �►1.1�dr///®/ BARRIER (FELT PAPER „ „ TOE NAILS ATEA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x,� �,� w 3/4"=1'-0"3/4 =1-0 SILL PLATE w/ (2) 10d Fi-, �' .• e1*; CO OR SIM IS PROVIDEDOF SILL (MAX OPEN'G LARGER THAN OFT: (2) ^t®�w "'�,> , e�00 WIDTH 4'-0'' USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING .�, a °y ® d r- ) (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) z` Q o w/ 2x CRIPPLE STUDS c� - U Z BUILT-UP COLUMN „ 2x SILL PLATE w/ A35 ;-�,� ; .cc SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. AT EA. END NAILED TO �. INFO. CLIPS EACH SIDE w/ 2x B"� U STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d�=" O � — BEARING WALL PER A A FLOOR W/ 14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16 O.C. ( NAILS @ 8" O.C. THEN "' Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS p SEE FLOOR FRAMING T&B (PLYWOOD 0' Z O O ) ATTACH SILL w/ 2 10d SHEATHING REQ'D 9 �° } O - COLUMNS PLAN FOR. FLOOR x 2 1/4" TITENS; F 1/4 T&B TOE NAILS AT EA. END , "� � " p ~� MID -HEIGHT BLOCKING SYSTEM INFO. FLOOR TRUSSES ARE SEPARATE SHEATHING T&B) r�/q����� U_ PER BEARING WALL UNDER WINDOW OF SILL (MAX OPEN'G O 1/Iallli�A SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 — 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR -� ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS 2 -STORY WALL NAILS ` • (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. THAN 6' U 0 SECTION FOR MORE STRAPS CENTERED @ IF TITENS ARE NOT IN \„ W INFO. (2) SIMPSON META16 2x TOP &BOT SIMPSON LSTA30 w/ C} LINTEL COURSE OR `� C FLOOR W/ (14) 10d , FLOOR TRUSS TO NAILS INTO FILLED CELL USE (11) 10d TO STUDS — REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS RIBBONS, CONT. ' N FOUNDATION PLAN ) ABOVE PLATE U.N.O. O G? o (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ❑ ° INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE 4 U 0 0 MASONRY ATTACHED BARRIER (FELT PAPER FOR FLOOR G PLAN M � PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION w .M1 SCHEDULE; PROVIDEI- 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR a, SHEATHING AND STANDARD CORNER A -A FOR FLOOR" U FRAMING PLAN, 2nd FLR STUDS TO BEAR ON _ N CONNECTION MASONRY NOTE' IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED U 0 ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR LL 0 SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM O O MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ 0 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 z • STOPPING AT 1000 SQ SINKERS AND (14) Ya''X2 %4' TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION @ 2nd FLOOR S0 HEADER CONNECTION @ 2nd FLOOR HIGH BM o WD. HD. HT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. u.i ATTACH TO FLOOR SHEATHING PER PLANSHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN D' TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING ❑ .I z 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ~- PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN if'' U' V STEEL SILL 2x STUDS , SEE 2x STUDS SEE UNDER WINDOWS AND ATTACH PER NAILING `� (A POWERS 2x STUDS , SEE �— W S W. TYP. ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, c� @ @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM ❑_ AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO Q .- TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. U) 0o < � TO VERIFY SIZE TRUSSES@ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN W 2x4 #2 SYP ANGLE 2x BLOCKING FOR Z 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER z (2) 12d @ 12„ O.C. (2) 12d @ 12” O.C. PLAN O J EXT FINISH PER PLAN ': AGAINST TRUSS (2) 12d @ 12" O.C. SHEATHING/ DRYWALL VERTICAL @ 48" O.C..ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM U O O 2 VERT REIN~. BEYOND PRE -ENG FLOOR ( O a END 2x SYP #2 RIBBON MIN 2x4 TO TRUSS w/ 4 PLATE ' TRUSS OR FIELD ) O FRAME 2x4 KNEE 2x4) AI TRUSS w/ (4) U �� 16d NAILS; BOTTOM (2) H5 EA. FLOOR W 16d NAILS; BOTTOM MASONRY WALL PER L WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE BRG DIRECTLY ON BOTTOM PLATE, SLIT = W ` ) PLAN SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON J Z CMUFLOOR DECKING TO 0 0'CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE TRUSS LAYOUT R ACCOMMODATE 1- O SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ V PLAN FOR MORE INFO ? SCHEDULE FOR FOR HANGER U I - FIN. FLR. 1/2" GYP. CLG BD OR 1/2 GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL STRAP3: (2) 5/8 TYPE X WHEN a CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. z 0-0 r e : IN GARAGE �' (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR W 0o I' • r' 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER GRADE MASONRY WALL PER MASONRY WALL PER " ,�.. MASONRY OR MTS12 BLOCKING w/ (4) 16d PLAN ". I'' SHEATHING TO PLAN AT WOOD OR (3) 16d TOENAILS .%4 BOTTOM PLATE 1/8" GAP BETWEEN NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU z DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF Q NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER W OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN 0- TYPICAL TWO STORY SECTION fis_',)�TWO STORY PARALLEL FLOOR CONNECTION*'Sl_TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION z 00 3/4"=1'-0„ 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O Z O to 11 r NOTE: ALL FLOOR Z 0 r 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. NO MOISTURE HANDRAIL BY OTHERS w IF SHEATHING IS NOT BARRIER (FELT PAPER H O -� CONTINUOUS TO OR SIM) IS PROVIDED p 0 W BOTTOM OF FLOOR z TRUSS,CONTRACTOR I 0 1 TO INSTALL SIMPSON a SEE ARCH DWGS FOR _ O co 0 LSTA18 STRAPS FROM I I F- to EA. STUD TO TRUSS d TOPPING INFO N In EL 111I I 3/4, PLYWOOD FLOOR O O J Z SLOPE DECKING ATTACHED w U PER NAILING �— w �' 0 p 2x12 #2 SYP CONT. SCHEDULE LEDGER W/ (3) w O H 2 I_ 1/4"x4-1/2" SDS SLOPED BALCONY ❑ SCREWS (EQUALLY FLOOR TRUSS ((12" SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. W @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" LOADING) W/ LUS26 OR ❑ STRUCTURAL ENG: CFG /BAD LUS46 TO LEDGER U FROM T&B) DRAFTING. ----- .::-STRUCT: JRH CONTRACTOR TO SEE WS FOR ' PROVIDE ADEQUATE SIM. END CONDITION ., . QC CHECK CC WATERPROOFING. NO �. CONCRTE SLAB LINTEL PER PLAN "� Q PERMITTED Z JOB No. TM - 2151993 ❑ W SCALE: AS INDICATED SEE WS10/SD5 FOR o ADDITIONAL INFO W DATE: 04/14/2016 X F01 TYPICAL BALCONY FRAMING NOT USED .. '1 fl D en9 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x BRG WALL W/ 2x BRG WALL W/ EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d LLI SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER BOTTOM PLATE Q SP1 @BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @BASE. LSTA18 O.C. MAX U.N.O.) ARCHS O.C. - SEE FRAMING SCHEDULE BLOCK ADJACENT ( ATTACH PER NAILING OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. BAYS @ EACH USED @BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE DIAGONAL AS SHOWN._rT EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 2x8 #2 SPF MIN STUDS FROM TOP OF WALL TO BOTTOM OF TRUSS/ 2x4 BLOCKING BETWEEN STUDS W/ FROM TOP OF WALL TO BOTTOM OF SILL @ 16" O.C. PER PLAN 1/2" GYP. BOARD ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d REQ'D FROM STUDS TO 12 SHEATHING PER PLAN (2) 12d TOE NAILS SEE LD02/SD4 FOR ROOF SHEATHING MORE INFO IF O1/2" THREADED ROD SEE BEARING SCHEDULE TRUSSES ARE SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 3/4 TAPCONS PER I ATTACH PER NAILING t ATTACH PER NAILING EACH END PER PLAN Z ISIMPSON H2.5 EA. TRUSS SIMPSON H10A @ CONNECTED w/ MTS12 TO TRUSS BELOW) I 1 2x4 CONT. W/ (2) 12d SCHEDULE 1 NAILS INTO HEADER 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER NAILS TO EACH STUD ;: IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 SEE LD02/SD4 FOR EACH DIAGONAL 12d NAILS @ 12" O.C. 1 ATTACHED PER STRAP BETWEEN REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z 2x8 #2 SYP P.T. SILL MORE INFO. BRACE TRUSS PER PLAN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND PLATE w/ 1/2" EPDXY 2x STUDS SEE PLAN ; 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL 2x8 #2 SYP SILL PLATE p ANCHOR BOLT OR STUDS ABOVE ARE OIF 2x6 #2 SYP CONT. I ATTACHED PER 2 2x4 #2 SYP O PLAN W/Yi" EPDXY ANCHOR J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL — ALL THREAD ROD NAILING SCHEDULE BLOCKING w/ SIMPSON UNDER 2ND SOTRY COLUMN LOCATION. z 1 OR J -BOLT @ 32" O.C. EMBED. @ 32" O.C. & 3" Y I @ 48" O.C.; SEE (2) 2x4 #2 SYP HUC24-2 EACH END I 1 W/ MIN. 7" EMBEDMENT FROM EA.END ANCHOR/BOLT OR 1 0 L 3" FROM EA. END - USE FOUNDATION DET BLOCKING w/ SIMPSON USE (4) 10d & (2) 10dT t Z LCESS LEDGER INTO ! ^ (3) SCREWS FOR 24" I O.C. J -BOLT W/ MIN. 7" I FOR CONNECTIOf� HUC24-2 EACH END, NAILS. UNDER TRUSS rM TRUSS SHOP EMBEDMENT @ 32" 1 1 BASE USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY SEE PLAN 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE SHEATHING TO O.C. & 3 FROM EACH 1 MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO 2x4 BOTTOM PLAT EACH STUD (AT EACH PLAN & CONNECTIONS OPT. TRUSS RECESS OVERLAP BOTTOM END 1 16d FASTEN ROOF Q SHEATHING TO BLOCKS W/ 8d NAILS @ W 6" O.C. p LU W (5) 16d NAILS BRACE ' z TO BLOCKING IT o N PROVIDE 2x4 BRACE Z Q. TO EACH ADJACENT O DIAGONAL, FASTEN TO DIAGONAL W/ (2) W � 16d NAILS 0 WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE 4 SEE ARCHS FOR 4 PLATE 1 1/4" MIN. IF SHEATHING IS NOT CONNECT TO DOUBLE W (MIN.) TRUSSES PER PLAN CONTINUOUS TO BASE TOP PLATE W/ 16d p FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D NAILS @ 6" O.C. LOW ROOF TRUSS SEE ". PLATE, SP$ TOP AND O.S.B. TO OVERLAP O PLAN CONNECTIONS (IF INTERIOR FINISH a „ z .TRUSS PLAN FOR ° . BOTTOM ARE REQ'D BOTTOM PLATE 1 1J4° WALL BRACING @ 48 TRUSS IS CONT. BRG CONT. #5 IN TIE BEAM ° " (MIN.) ._ CONNECTIONS � O.C. MAX. 45° FROM MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) a . HORIZONTAL (+/- 10°) MASONRY WALL PER C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER _ OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ BRACE BRACE NOT REQUIRED = W PLAN ON WOOD USE HGA PLAN ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. CLIPS @ 24 O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. p S1 SECTION RAISED HEEL TRUSS fi1S1 SECTION @ COMBO TRUSS017�0WALL SPLICE DETAILS AF1'�SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL ° V R a! 1/2"=V-0" 1/2"=V-0" (2) 2x SYP #2 COLON ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER HANGER BY OTHERS 2x #2 SPF STUDS @ 16" OL EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS FROM TOP OF WALL TO BOTTOM OF TRUSS/ FROM TOP OF WALL TO BOTTOM OF SILL @ 16" O.C. PER PLAN TRUSS PER PLAN 0 SHEATHING ISN'T CONT. PLATE ATTACH PER NAILING SCHEDULE LSTA18 STRAPS ARE REQ'D FROM STUDS TO 12 GIRDER BELOW (2) 2x HEADER SEE LD02/SD4 FOR ROOF SHEATHING MORE INFO IF O1/2" THREADED ROD SEE BEARING SCHEDULE TRUSSES ARE AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER PARALLEL TO WALL W ROOF SHEATHING I ATTACH PER NAILING NAILING SCHEDULE PER PLAN Z ISIMPSON H2.5 EA. TRUSS SCHEDULE FOR MORE INFO I 1 2x4 CONT. W/ (2) 12d LU LU 1 NAILS INTO HEADER 1 1 _ 1 NAILS TO EACH STUD SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @)0 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 PRE-ENGINEERED 1 BETWEEN FLOORS 1 REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z TRUSS PER PLAN 0 2x STUDS SEE PLAN ; FLOOR TRUSS DOES NOT ALIGN DIRECTLY 2x8 #2 SYP SILL PLATE p STUDS ABOVE ARE OIF 2x6 #2 SYP CONT. I W/Yi" EPDXY ANCHOR SOLID BLCOKING WITHIN FLOOR SYSTEM TO ALIGN W/ STUDS — LEDGER W/ (2) Y4"x3-1/2" 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 1 OR J -BOLT @ 32" O.C. 1 � I SDS WOOD SCREWS @ 16" O.C. MAX. & Z I 1 W/ MIN. 7" EMBEDMENT O J 1 0 L 3" FROM EA. END - USE 1 & 6" FROM EACH END 1 Z LCESS LEDGER INTO ! ^ (3) SCREWS FOR 24" I O.C. SIMPSON LUS26. USE LUS26-2 FOR 2PLY B I (TRUSS. VERIFY W/ I TRUSS (2) 2x TOP PLATE TRUSS SHOP W 1 1 1 LEDGER PER PLAN (DRAWINGS I_.. 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE J 1 MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO EACH STUD (AT EACH PLAN & CONNECTIONS OPT. TRUSS RECESS SIDE OF G.T. USE (4) LEDGER NAILS) 2x SPF BASE 1 16d W LO 0 PLATE WINDOW SEE PLAN —�-- z 0000 FOR LOCATION D03 LEDGER @ OPEN TO BELOW I PRE-ENGINEERED LO E 2x BLOCKINGw/ (2) 12d 1-1/2"=1'4" D I 3/4"=1'-0" FLOOR SYSTEM TOENAILS EACH SIDE IF WALL SHEATHING IS KNEEWALL OR BEAM O .. m STOPPED BELOW EXTERIOR SHEATHING ROOF LINE J Z .�..�.. FROM TOP OF WALL 2x BASE PLATE W/ 12d W V PLATES U.N.O. TO BOTTOM OF SILL �. @ 24" O.C. TO FLOOR 1 1 PLATE ATTACH PER Q0= 2x4 CONT. W/ (2) 12d SYSTEM BELOW 1 I — NAILING SCHEDULE Fn0��� NAILS TO EACH STUD FLOORING I SEE FLOOR PLAN I ROOF SHEATHING 1 I 2nd STORY WALL PER PLYWOOD 2x STUDS SEE PLAN ATTACH PER NAILING 0- STUDS ABOVE ARE TO PLAN SEE FLOOR FRAMING SIMPSON H2 5 EA. IIS' W I SCHEDULE 1 I 1 PLAN FOR MORE INFO 1 1 -TRUSS 1 1 1 H STRUCTURAL ENG CFG / BAD ' 2x P.T. BASE PLATE (� DRAFTING PRE-ENGINEERED SEE BEARING SCHED. FOR A.B. INFO 1 TRUSS PER PLAN 1 1 q 1 JRH SEE PLAN FOR �v1LD//V,0 Q QC CHECK CC TRUSS DIRECTION & MORE INFO 2x6 #2 SYP CONT. IRECESS .�4 : LEDGER W/ (2) Ya''x3-1/2" SDS WOOD SCREWS @ SIMPSON LUS26. USE - m4 . FLOOR TRUSS; SEE FLOOR GIRDER SEE LEDGER INTO „ LUS26-2 FOR 2PLY 16 O.C. MAX. & 3 FRAMING PLAN FOR PLAN FOR USS. VERIFY W/ VRUSS FROM EA. END - USE (3) I TRUSS DIRECTION AND SHOP SCREWS FOR 24" O.C. CONNECTION DETAILCONNECTION (DRAWINGS L_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO MASONRY WALL PER EA. TRUSS, 24" O.C. PLAN OPT. TRUSS RECESS LEDGER ��USE O1SIDE I S> D04 LEDGER @ LOW ROOF O.H. PER ELEV. PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO fiF1' TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-011 1"=1'-011 LI `4w» w•��r f�� W CO m` e� a ao ♦�W' `m J 6 w C�.jco Q w LU �? BA3 Z Z --CC) (2) 2x SPF TOP CO olls 2x #2 SPF STUDS @ 16" OL O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL 0 SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW (2) 2x HEADER SEE LD02/SD4 FOR MORE INFO IF O1/2" THREADED ROD SEE BEARING SCHEDULE TRUSSES ARE AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER PARALLEL TO WALL W ROOF SHEATHING ATTACHED PER NAILING SCHEDULE Z FOR MORE INFO I 1 LU LU 1 NAILS INTO HEADER 1 1 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO fiF1' TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-011 1"=1'-011 LI `4w» w•��r f�� W CO m` e� a ao ♦�W' `m J 6 w C�.jco Q w LU �? BA3 Z Z --CC) (2) 2x SPF TOP CO olls I I OL 016 PLATES U.N.O. Z 6 I-- 0 (2) 2x HEADER O1/2" THREADED ROD SEE BEARING SCHEDULE O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W 1 SEE FLOOR PLAN ON FLOOR PLANS FOR Z FOR MORE INFO I 1 LU LU 1 NAILS INTO HEADER 1 1 _ 1 SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @)0 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 1 1 BETWEEN FLOORS 1 REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z BOTTOM OF FLOOR SYSTEM 0 2x STUDS SEE PLAN ; FLOOR TRUSS DOES NOT ALIGN DIRECTLY p STUDS ABOVE ARE OIF UNDER 2ND STORY COLUMNS, PROVIDECL SOLID BLCOKING WITHIN FLOOR SYSTEM TO ALIGN W/ STUDS — 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z 1 BELOW 1 � I Q Z I 1 1 O J 1 0 L 11 1 1 1 Z ! ^ 1 B I 1 1 1 W 1 1 1 1 0 J 1 1 1 1 I I 2x SPF BASE 1 W LO 0 PLATE z 0000 I PRE-ENGINEERED LO E D I I FLOOR SYSTEM KNEEWALL OR BEAM O .. m J Z .�..�.. (2) 2x SPF TOP W V PLATES U.N.O. �. 1 1 1 Q0= 1 1 I (2) 2x HEADER Fn0��� 1 I SEE FLOOR PLAN I 1 I FOR MORE INFO I 2x STUDS SEE PLAN 0- STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW W 1 I 1 1 1 1 1 1 H STRUCTURAL ENG CFG / BAD ' 2x P.T. BASE PLATE (� DRAFTING SEE BEARING SCHED. FOR A.B. INFO 1 1 1 q 1 v� k °. ..MCC p OH 1LL J Q _ _ U p W QJ (y)Q� N O o z 0 Z Q L) c 0 C1 0 W Q� PIL � s O O Q Z O 0 afa Ui W U J z af QW ��g♦ U � o a W LL 0z je O Z F- 0 Q 0 0 0 SEE FOUND. PLAN FOR FTG. REQ. I I I _ Z 6 I-- 0 O1/2" THREADED ROD SEE BEARING SCHEDULE O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W ON FLOOR PLANS FOR Z MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d LU LU NAILS INTO HEADER IF PORTIONS OF THIS WALL W O _ SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH @)0 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO z BOTTOM OF FLOOR SYSTEM 0 FLOOR TRUSS DOES NOT ALIGN DIRECTLY p OIF UNDER 2ND STORY COLUMNS, PROVIDECL SOLID BLCOKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. z m � Q Z O J 0 L 11 Z ! ^ W Z 0 0 J IW Z Q W LO 0 1 z 0000 LO O .. m J Z .�..�.. W V �Q0 �. Q0= Fn0��� W 0 0- W Of H STRUCTURAL ENG CFG / BAD (� DRAFTING ryH -STRUCT: JRH �v1LD//V,0 Q QC CHECK CC H JOB No. TM - 2151993 LU SCALE: AS INDICATED — .... ------ --- mm° W DATE: 04/14/2016 NOT USED # 1 6- 1 2 0$ _ D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM O LEDGER TO STUD PACK Q H LINE UP 2xJOIST IN Z LINE WITH MIDDLE 0 STANDARD (3) 2X12 2x12 STRINGER TO BE W STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR Z SYSTEM & LANDING a FRAMING 2xJOISTS @ LANDING 0 @ 16"O.C. W/ SIMPSON z 0- Z 0- z A35 OR LUS26 HANGER O g ON EACH SIDE p W W o W U_ W 6" MIN. p 0 O U O z (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT 9 C W STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d `- CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. Iz O 'TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" Z v_ ���,�11I11111111//e® ,n BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" ,�\i,'° // LLj BELOW O.C. MAX. FOR m 'Nl ' '". 'Z �° a 0 A -A PLAN VIEW @ 90 DEGREE TURN LANDING M .•, ° •� �Q o MASONRY WALL) 10 MIN. �e •® SEE SCHEDULE FOR MAX WIDTH OF LANDING j a•Z tc7 . "°C/)j z 10 MIN. (3)2xSYP #2 `fl cj40`"gym O O' — STUDS REQ'D @ END �• ° `CZ OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 3/4 PLYWOOD OR OSB w •,,�•• O 16d NAILS FROM SHEATHING OVER _ �/� ,��"* LL LEDGER TO STUD OF LANDING LANDING ATTACHED ///�/®//lllllllllw���\� PER GENERALFLOQR p STAIR WINDER DETAIL PACK 0 CONSTRUCTION Q NOTES MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING O Uj I � DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING W STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER CL /Oco SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR 2 C i SIMPSON A34 / A35 z CONSTRUCTION r ' CLIP TO FLOOR p o SYSTEM &LANDING 0 z 16" Q 0 FRAMING u- S BEAM @ END OF o W LANDING PER tY c, _ SCHEDULE F- W o n- LU _ <Ci7 U SEE PLAN FOR U p" MASONRY WALL OR 00 Z 0 .WOOD WALL SIMPSON A35 ZO B B CONNECTIONS MASONRY WALL OR O FRAME WALL BEYOND a (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO p END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R U 0 STRINGERS TO @ 16"O.C. W/SIMPSON LEDGERw/(3) 16d B-6 CROSS SECTION OF BEAM TO LEDGER ` ♦^ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS16" O.C. MAX. V, W TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4"p J 0 o M BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q do 06 � Z � BELOW O.C. MAX. FOR U' — "e I c MASONRY WALL) STRINGERS TO BE U_ Q z 8-902 A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHED AT LANDING O n grz ui 9L SEE SCHEDULE FOR MAX WIDTH OF LANDING U) a i U) g (3) 16d TOENAILS \ ST02 NOT USED o U z��,� BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 8-4- MIN. TREAD DEPTH (2) 2x12 3/4 O.S.B. W/ 8d NAILS 6'_0" (1) 2x12 (1) 2x8 @ 3" O.C. TOP AND 4'-0" BOTTOM CHORD (3) 2x12 2x8 -JOIST PER FRAMING 11'_0" (2) 2x12 PLAN W/ SQUASH 6-_0" (1) 2x12 (1) 2x8 BLOCK OR 4'-0" BEAWFLOOR TRUSS (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 2x6 6_0" PENDING LANDING 2x6 \ HEIGHT AND PLAN 2x4 CONT. TOP PLATE (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 WITHIN SUPPORT 7'-0" 9'-0" WALL COULD BE 2x6 5'-0" REQUIRED. SEE PLAN (3) 2x12 FOR REQUIRED 2x12 STRINGERS ONE (2) 2x12 HEADER AND ON EACH SIDE AND ONE MID -SPAN 8'-0" ^ SUPPORT @ A /`"� INFORMATION. A34 @ EA. STRINGER (3) 2x12 2x12 TO LANDING (2) 2x12 2x8 2x ATTACHED TO 7'4" 2x JOIST (P.T. IF STRINGER I ATTACHING TO �, 61-011 I I I I MASONRY WALL) CONT 8'-0" I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" X X I I I (2) 2X BEAM PER / O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN Q HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8-4- 121-011 (2) 2x12 2x6 6'_0" (1) 2x12 (1) 2x8 2x6 4'-0" J (3) 2x12 2x8 8'-0" 11'_0" (2) 2x12 2x6 6-_0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'4" 10'-0" (2) 2x12 2x6 6_0" (1) 2x12 (1) 2x8 2x6 4'-0" 2x4 CONT. TOP PLATE (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" SEE ARCH PLAN (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" MAX. 4'-0" ABOVE FLOOR (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'4" (1) 2x12 (1) 2x8 2x6 5'-0" �, 61-011 (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 _ 6'-0.. X X EQUALLY " '+ ; �::�RI D � SCALE: AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE �� r DATE: 04/14/2016 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS (6_T�01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR # 16 _ 20 8 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.s. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in tKis document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w J Qr�r ZL us 00 2x4 CONT. TOP PLATE W SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z W STUDS W/ (2) 16d TOE p W 2x4 #2 SPF STUDS X X NAILSO GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, = 2x6 VERTICAL @ 6'-i0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF U O.C. MIN. AND @ ANY 10d NAILS 4" O.C. @ 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND Q OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) ZFn HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). p W KNEEWALL FOR VERTICAL NOTCH SILL AND O PLYWOOD FLOORING a TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO Z m NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS Q Z @ ANY OPENING 2x4 CONT. TOP PLATE O 0 W) 11 (ATTACH TOP PLATE p r ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z Z � DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 31/2 �� TOE NAILS � Z —10 SECTION X -X N.T.S. SDS WOOD SCREWS W = O EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z Q �e ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE I— 0 STUDS 2/ (2) 16d TOE STUDS W1(2)16d TOE 32" ATTACHED TO TRUSS H0 00 0 NAILS NAILS tt I BELOW (OTHERWISE to W 2x4 #2 SPF STUDS @ SEE ARCH PLANI ATTACH W/ (2) 12d - m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) Or 0 . Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @p X X ~ J W 0 W SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. Z W >- O 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO O � Q = I ACCOMMODATE 2x I CONT. BRACE & 10d Fn 0 H �— 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO W p 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING (n W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 M W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS p STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ (2) %4'x3" SDS I` DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY j STRAP (1 EA. SIDE OF; SPACED & CENTERED STRUCT: JRH STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND L -BRACE @ 6'-0" O.C. & IN TRUSS Q QC CHECK CC - _- -- TO TRUSS W/ (3) %4' x 3" �`j1LD A/G FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING JOB No TM - 2151993 FLOOR BEAM SEE Z w_. _..-..._. _ .W.... - _._ EQUALLY " '+ ; �::�RI D � SCALE: AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE �� r DATE: 04/14/2016 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS (6_T�01 GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4 O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR # 16 _ 20 8 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.s. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in tKis document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. l