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Home My WebLink About481 Red Rose Ln 17-2394 (a)GENERAL CONSTRUCTION NOTE5: 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 SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: ' THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. THORNBROOKELOT ■�■� EXTERIOR WALL ENVELOPE: 302 BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: MANCHFSTFR 2138 FLFV. A I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE65 THAN 5/6 INCH (15.9 mm) TYPE "X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION '15 A FLOOR CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PSOTECTED BY NOT LESS THAN I/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH -m F.B,C.R. - 5TH EDITION (2014) 81023.5. EXTERIOR FIN15HE5: GARAGE LEFT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8103,6:1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE615TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND ASTM C 926, PER F.B.C.R, 5TH EDITION (2014) R103b2.1 WEEP 6CREED5 SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP 5GREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE 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 5CREED. PER F.B.C.R. 5TH EDITION (2014) 8103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL TAYLOR MORRISON 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) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063 06111141 THRU III 44) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF AND ELINEATM A EA5 NOT MORE THAT IIAIA F"L)l Flullz) THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.H., ELECTRIC RANGE, PAINTED KNEEWALL5 AT 5TAIR5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 01-12-11 CREATED LOT 5PECIFIC PLAN FOR LOT 302 IN THORNBROOKE 40's, ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: FLOOD LIGHT PRE -WIRE, (4) RECE55ED CANS; FREEZER OUTLET IN GARAGE (1) CEILING FAN PRE -WIRE, LANAI, (2) PHONE OUTLET5 AND (4) CABLE TV OUTLET5. O L) r 124O u w S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: III I. EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX FLA5HING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE6I6TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO S A LED ACT ALL REQUIRED LOCATIONS PER R103.8 FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION RESISTANT FLASHING SHALL BE COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2A1 - MAIN FLOOR PLAN NOTES MANUFACTURER FOR EACH WINDOW: T LM 2A2 MA N FLOOR PLAN D ENSIGNS DWELLING / GARAGE OPENINGS: K DAVIS BEWS DESIGN GROVP �0 EST. 1994 Fzz= 0 -' o) N0) '0000) 04 co L o�,.IM 6 V �' • 0 0 �= n 1°-'170 �C4 ;; f0 O �+ z V20 FLOOR CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PSOTECTED BY NOT LESS THAN I/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH -m F.B,C.R. - 5TH EDITION (2014) 81023.5. EXTERIOR FIN15HE5: GARAGE LEFT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8103,6:1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE615TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND ASTM C 926, PER F.B.C.R, 5TH EDITION (2014) R103b2.1 WEEP 6CREED5 SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP 5GREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE 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 5CREED. PER F.B.C.R. 5TH EDITION (2014) 8103.63 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL TAYLOR MORRISON 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) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063 06111141 THRU III 44) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF AND ELINEATM A EA5 NOT MORE THAT IIAIA F"L)l Flullz) THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.H., ELECTRIC RANGE, PAINTED KNEEWALL5 AT 5TAIR5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 01-12-11 CREATED LOT 5PECIFIC PLAN FOR LOT 302 IN THORNBROOKE 40's, ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: FLOOD LIGHT PRE -WIRE, (4) RECE55ED CANS; FREEZER OUTLET IN GARAGE (1) CEILING FAN PRE -WIRE, LANAI, (2) PHONE OUTLET5 AND (4) CABLE TV OUTLET5. O L) r 124O u w S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: III I. EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX FLA5HING: I, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO51ON-RE6I6TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO S A LED ACT ALL REQUIRED LOCATIONS PER R103.8 FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH, APPROVED CORROSION RESISTANT FLASHING SHALL BE COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2A1 - MAIN FLOOR PLAN NOTES MANUFACTURER FOR EACH WINDOW: T LM 2A2 MA N FLOOR PLAN D ENSIGNS DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LIp WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID GORE (5,G.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2B1 UPPER FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT5: ®®��°°®.®® °:'�ti,'•,,, 2 B 2 "` UPPER FLOOR P L./'1 N DIMENSIONS PLAN MEETS DR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �� cis 6 .`�rL s �7®� 0 ®; J �` ASPHALT SHINGLES (IF APPLICABLE) : • ��, � �° 2 �.r r P L./'1 N DETAILS LS I. WIND RE515TANCE OF ASPHALT SHINGLES, ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9052h.1. o z `[ 1 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 12 UNITS HORIZONTAL (2.12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR (S' °®® •° 3A1 — FRONT ELEVATION TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF ® �� UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052,1. 3A2 SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R90 3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 a: OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.CR.` 5TH EDITION (2014)890533 SHALL CONFORM WITH ASTM D 226, TYPE il; ASTM p 2626, TYPE II; OR ASTM0 00 3A4 FLASHING DETAILS D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vase 15 DETERMINED IN ACCORDANCE WITH SECTION R3012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 01 �ad 4A MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. 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 V-0" HIGHER ICT --� 4B — UPPER FLOOR ELECTRICAL PLAN THAN THE ROOF OR RIDGE THAT 15 10 0 AWAY OR CLOSER TUB AND 5HOWER AREAS: W 0 I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MCT V TERMITE PROTECTION: I■■■■'I COPY 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA13-ON•GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L TREATMENT IS USED FOR CORD SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN511DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. REVIEWED POR CODE COMPLIANCE MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED Y THE GENERAL CONT CTQ AS AN ATTACHMENT TO THIS AN SET AT B E RA R E PL E THE TIME OF APPLICATION FOR PIANS EXAMINER PERMIT. ja DATE, 2. MECHANICAL APPLIANCES SHALL BE ACCE56I5LE 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."'` 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL `aANFt)RD BUILDING DIIl1$ION OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A MANUFACTURER'S INSTALLATION INSTRUCTIONS. LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. M ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAU5T FAN5 AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, 1, OUTDOOR D15CHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE CONSTRUCTION OR VIOLATIONS OF THIS CODE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED, WITHIN A RE511)kE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH COMPACTION FEST OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE 10.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAID) BEND. THE MAXIMUM LENGTH OF THE EXHAUST REQUIRED DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF . Results to be Verified THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES at .Slab Inspection DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. • 4. PROVIDE LOUVER DEVICES AT INTAKEANDEXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2138 ATTENTION GENERAL CONTRACTOR / BUILDER: l�Lo1A,USANFORD 15SUANCE OF PLANS FROM THI5 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 TITLE • COVER SHEET CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS NAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANl' MODIFICATIONS ARE MADE TD THESE PLANS BY ANY GENERAL NOTES OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REVISION LOG # 1 7.2 3 9 4 REV. 01-01-2011 DAVIS BEWS DESIGN GROVP 150 STATE ST FLEET EAST OLDSMAR. FLOPMA 34677 813.925.1300 TEL 813.925.1800 FAX 'W'WW.DAV1MEWS.00M `PAMPA • 1>1=NVM EST. 1994 Fzz= THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LIp WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID GORE (5,G.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2B1 UPPER FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT5: ®®��°°®.®® °:'�ti,'•,,, 2 B 2 "` UPPER FLOOR P L./'1 N DIMENSIONS PLAN MEETS DR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �� cis 6 .`�rL s �7®� 0 ®; J �` ASPHALT SHINGLES (IF APPLICABLE) : • ��, � �° 2 �.r r P L./'1 N DETAILS LS I. WIND RE515TANCE OF ASPHALT SHINGLES, ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9052h.1. o z `[ 1 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 12 UNITS HORIZONTAL (2.12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR (S' °®® •° 3A1 — FRONT ELEVATION TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF ® �� UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052,1. 3A2 SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION CLAY AND CONCRETE TILE (IF APPLICABLE) 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R90 3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 a: OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.CR.` 5TH EDITION (2014)890533 SHALL CONFORM WITH ASTM D 226, TYPE il; ASTM p 2626, TYPE II; OR ASTM0 00 3A4 FLASHING DETAILS D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vase 15 DETERMINED IN ACCORDANCE WITH SECTION R3012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 01 �ad 4A MAIN FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. 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 V-0" HIGHER ICT --� 4B — UPPER FLOOR ELECTRICAL PLAN THAN THE ROOF OR RIDGE THAT 15 10 0 AWAY OR CLOSER TUB AND 5HOWER AREAS: W 0 I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1116 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. MCT V TERMITE PROTECTION: I■■■■'I COPY 1, PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA13-ON•GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L TREATMENT IS USED FOR CORD SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED IN511DE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. REVIEWED POR CODE COMPLIANCE MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED Y THE GENERAL CONT CTQ AS AN ATTACHMENT TO THIS AN SET AT B E RA R E PL E THE TIME OF APPLICATION FOR PIANS EXAMINER PERMIT. ja DATE, 2. MECHANICAL APPLIANCES SHALL BE ACCE56I5LE 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."'` 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. "26 GAUGE (0.48 mm) SHEET STEEL `aANFt)RD BUILDING DIIl1$ION OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A MANUFACTURER'S INSTALLATION INSTRUCTIONS. LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. M ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAU5T FAN5 AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, 1, OUTDOOR D15CHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE CONSTRUCTION OR VIOLATIONS OF THIS CODE VENT OR CRAWL SPACE, 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED, WITHIN A RE511)kE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH COMPACTION FEST OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE 10.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAID) BEND. THE MAXIMUM LENGTH OF THE EXHAUST REQUIRED DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF . Results to be Verified THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES at .Slab Inspection DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. • 4. PROVIDE LOUVER DEVICES AT INTAKEANDEXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. 2138 ATTENTION GENERAL CONTRACTOR / BUILDER: l�Lo1A,USANFORD 15SUANCE OF PLANS FROM THI5 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 TITLE • COVER SHEET CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS NAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANl' MODIFICATIONS ARE MADE TD THESE PLANS BY ANY GENERAL NOTES OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REVISION LOG # 1 7.2 3 9 4 REV. 01-01-2011 NOTE: PROVIDE GA5 DROPS (IF REQUIRED) FOR ALL GA5 APPLIANCES. (VERIFY LOCATION OF ALL 6A5 APPLIANCES ON FLOOR PLAN PRIOR TO ANY CONSTRUCTION) 1'-4" AA [=IDRIVE / LEAD WALK 3A3 1'-0" TAYLOR MORR15ON U5E5 50RA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITE5 fi q; T T T T G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE * * * * * SLAB INTERFACE PLAN GARAGE LEFT x m w LO V top G.C. VERIFY ACRYLIC J N F) — cq 0800) $" 8" ON LANAI 8" 8" Y-01'64" A/C N T CO PAD (SEE MECH. 0 0 -0 a CONTRACTOR E06:1 cs� 4'-0" 8'-2" 11'.10° FOR LOC.) 6? -co ram �CO �n ELEVATION " (-) 0'-4" 11/2" RECE55 FOR S.G.D. 4" P.V.C. ZD 3/4" P.V.G. b CONDEN5ATION DRAIN BY PLUMBER ;9 0 N c N I i 18" -- ~1 M W.V. TILE SEAT SHOWER ABV. RECESS REFERENCE 2'-011 E AIR HANDLER ELEVATION LINES FROM 0'-4" _ _ _ x6 WALL UPPER FLOOR `� e 4" P.V.C. "' I OPT. I i OPT. --____-- -� -- _ _ LWASHER J L DRYER J ;0.d --J SINK s W/ DISP \\�—I_�� Q.� I \ . 4'-6" 4'-811 16'-3" P.VC, y PROVIDE WATER CO ATION co LINE FOR ICE MAKER / �� DRAIN � / \ PLUMBER 3/4" RECE55 /� >/ FOR ENTRY DR. _• -�I 0" II T F. OF RE = w JI n, S ll 0 N� e ELEVATION \\0V�- 8" 9'-0" 3'-51/2" 2'-91/2" 2' 1" 2'-8" 8" 3'-8" r- I ELEVATION O 0'•4" PAVERS "a' I z I � � I 6l f I I I e t I ------C.J.------ i ---------+----------- I ----- C.J__-------- I I I � � I i M ul I I I I ELEVATION H.S. i (•) 0'-6" .I i 11/2" RECE55 FOR GAR. DR a, a, AA [=IDRIVE / LEAD WALK 3A3 1'-0" TAYLOR MORR15ON U5E5 50RA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITE5 fi q; T T T T G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE * * * * * SLAB INTERFACE PLAN GARAGE LEFT JOB NUMBER 2700,2.264. CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED Is • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 80.925. 1800 FAX W W'W.DAVISBEWS.COM T • i?ENVE : . 1994 r `N •® ®®fid®® 4 uj ..J SU ®I®►►1111 �® Go Go ¢-� o cq az 6 I ca 0 (9f) ne 0 • I 2138 • TI TLE • SLAB INTERFACE PLAN • SHEET • x m w LO V top J N F) cq 0800) .N N T CO 0 0 -0 a E06:1 00 ram �CO �n JOB NUMBER 2700,2.264. CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED Is • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 80.925. 1800 FAX W W'W.DAVISBEWS.COM T • i?ENVE : . 1994 r `N •® ®®fid®® 4 uj ..J SU ®I®►►1111 �® Go Go ¢-� o cq az 6 I ca 0 (9f) ne 0 • I 2138 • TI TLE • SLAB INTERFACE PLAN • SHEET • ALL EMERGENCY ESCAPE AND RESCUE T.O.M. BOTTOM OF LINTEL TOM, OPENINGS SHALL COMPLY WITH R310 9' 4" AT 6' 0" A.F.F. g -4 PER F.B*C.R. -*TN EDITION 1201*, A.F.F. Q.F.F. 34"64" A/C PAD (SEE MECH, BOTTOM OF LINTEL LANAI BOTTOM OF LINTEL I CONTRACTOR REFER �SWEET AT B'-0" AFF. 16'-0"x8'-0" AT 8'-0" A.F.F. FOR LOCJ - I 9'-4" PLT. HT. I FOR MAIN G.C. VERIFY ACRYLIC ( PLAN DIMEN6ION5 I ON LANAI I T.O.M. 3 - 26 5H. 9 4" HD. AT V-0" * EGRE55 8-04-0 TEMP. 56.D. 2-8x6.8 2 STOJ 19' 4 CLG. I CLG. /"FLAT HEADER / AT 8'-0" 2.8x6-8 v s u Mg BATH M BFD CLG. 0 4;- CLG. DINING ROOM I �e 14'-6"x10'-0" 9'-4" FLAT CLG. I OPENING TEMP. GL. ENCL, TO UNDER ON 42" H. LOW WALL UZI STAIRS a 5EE TUB/SHOWER r:, Q IS" H. TILE TILE � STAIR DATA: I SEAT SHOWER DETAILS IS RISERS AT I 42" H. KNEE 138" EACH HANSEN x DRYER COUNTERTO WALL 10.00" TREADS BOX — -" (- ISH. 1 VENT R/5 OPT. —II DPT. 42" H, o M11A, WA5HER DRYER ------�� -\ LOWWALL 4L�LJ \ (OFT, RAILING) IR HANDLER uTIL OO \ INES FROM FLAT" CLG. °- UPPER FLOOR SINK — — u 2 8x6 8 o I W/ DISP 9.,4.. ARCH FROM Q CLG. 2-8x6-8 ca > 0 a V-0" TO V-8" \ \ � KITCHEN \ � 9'-4" FLAT CLG. / \ \ \ PWDR 9.4 \ �b'9 CLG. a 9 -4 o I \pp GLG. a 7 ell cl 5H. O.H.C, FLUSH FRAME INSULA^� INSULATE 8lriTO FURRING I WH. WALL5TE WALLS l LINE OF SECOND ENTRY L�NSULATE I o FLOOR ABV. 9'-4" PLT. HT. A5V.7 L__``wJ -- ...____ 54"x22" ATTIC ACCESS NOTE: FLAT HEADER T.O. GARAGE ALL INTERIOR AT V-0" AFF. TV 20'-0"x20'-0" ANGLED WALLS A.F.F. 9'-4" PLT. HT. ARE AT 45' (UN.O.) 0 O LINE OF GARAGE DOOR IN OPEN P051TION o--------------------- � I I r REFER TO SHEET 2A2 HB. o FOR MAIN FLOOR PLAN DIMENSIONS 16.0x1-0 O.H. GARAGE DOOR PAVER DRIVE / LEAD WALK T.OM. 9'-411 AFF. AA 3A3 1157 5.1=. gal 5F. /TORY2-6 2138 5.F. GARAGE H.B. LANAI 128 S.F. VOLUME 7 -1.5.P. TOTAL SQ. FT. 2 7191 S.F. 2011 2111 31" MASTER SUITE ul WINDOW CALL -OUTS z FAMILY ROOM 13 -1 o x12 --10 26" 12 5H 1/2 32 5H 22 5H 32 5H W 14'-6"x16'-0" 9'-4" FLAT CLG. _ 39" 13 5H 1/2 33 5H 23 5H 33 5H 2 -STORY VOLUME LI. L Qj 0 51" 9'-4" FLAT CLG. to /"FLAT HEADER / AT 8'-0" 2.8x6-8 v s u Mg BATH M BFD CLG. 0 4;- CLG. DINING ROOM I �e 14'-6"x10'-0" 9'-4" FLAT CLG. I OPENING TEMP. GL. ENCL, TO UNDER ON 42" H. LOW WALL UZI STAIRS a 5EE TUB/SHOWER r:, Q IS" H. TILE TILE � STAIR DATA: I SEAT SHOWER DETAILS IS RISERS AT I 42" H. KNEE 138" EACH HANSEN x DRYER COUNTERTO WALL 10.00" TREADS BOX — -" (- ISH. 1 VENT R/5 OPT. —II DPT. 42" H, o M11A, WA5HER DRYER ------�� -\ LOWWALL 4L�LJ \ (OFT, RAILING) IR HANDLER uTIL OO \ INES FROM FLAT" CLG. °- UPPER FLOOR SINK — — u 2 8x6 8 o I W/ DISP 9.,4.. ARCH FROM Q CLG. 2-8x6-8 ca > 0 a V-0" TO V-8" \ \ � KITCHEN \ � 9'-4" FLAT CLG. / \ \ \ PWDR 9.4 \ �b'9 CLG. a 9 -4 o I \pp GLG. a 7 ell cl 5H. O.H.C, FLUSH FRAME INSULA^� INSULATE 8lriTO FURRING I WH. WALL5TE WALLS l LINE OF SECOND ENTRY L�NSULATE I o FLOOR ABV. 9'-4" PLT. HT. A5V.7 L__``wJ -- ...____ 54"x22" ATTIC ACCESS NOTE: FLAT HEADER T.O. GARAGE ALL INTERIOR AT V-0" AFF. TV 20'-0"x20'-0" ANGLED WALLS A.F.F. 9'-4" PLT. HT. ARE AT 45' (UN.O.) 0 O LINE OF GARAGE DOOR IN OPEN P051TION o--------------------- � I I r REFER TO SHEET 2A2 HB. o FOR MAIN FLOOR PLAN DIMENSIONS 16.0x1-0 O.H. GARAGE DOOR PAVER DRIVE / LEAD WALK T.OM. 9'-411 AFF. AA 3A3 HATCHING LEGEND INSULATE WALL CLEAR OPENING HEIGHT5 >� IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R6123 1" )AIN FLOOR UPPER FL00R 1157 5.1=. gal 5F. TYPICAL MASONRY 2138 5.F. GARAGE WINDOW SCHEDULE LANAI 128 S.F. WINDOW WIDTHS -1.5.P. TOTAL SQ. FT. 2 7191 S.F. 2011 2111 31" 531' ul WINDOW CALL -OUTS z 7 PJM 26" 12 5H 1/2 32 5H 22 5H 32 5H W ca Yo o _ 39" 13 5H 1/2 33 5H 23 5H 33 5H LI. L Qj 0 51" 14 5H I/2 34 5H 24 5H 34 5H to 0~�0 CC�I *0 1L tl 1 z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H 12" 16 5H 1/2 36 5H 1 26 5H 36 5H + G,C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, cn W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURE 5PECIFICATION5. z 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CASEMENT- CSMT, OR FIXED GLA55- F.G.) HATCHING LEGEND INSULATE WALL CLEAR OPENING HEIGHT5 >� IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R6123 1" )AIN FLOOR UPPER FL00R 1157 5.1=. gal 5F. TOTAL LIVING 2138 5.F. GARAGE .451 S.F. LANAI 128 S.F. E:NTR`T' -1.5.P. TOTAL SQ. FT. 2 7191 S.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REMISED �I x ro DAVIS BEWS r i. 0 r o 0 hrn OLDSMAR., FLORIDA 34677 813.925.1300 TEL do N' DAVISBEWS.CO T • i?ir1VVElt. 0N�M 7 PJM j3 Co L. 6 I' • ca Yo o 0% 0 LI. L Qj L � ,{r N to 0~�0 CC�I *0 1L tl 1 mod • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REMISED �I %* M cs r - co Q z° Ld s _J -� �, z g0(1)0 1 ,rrrrrrr,rrnnnNrrnr�rwirMrrrrrr�r 2138 • TITLE �� • MAIN FLOOR PLAN NOTES II 2A 1 II DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR., FLORIDA 34677 813.925.1300 TEL 80. 925.1800 FAX DAVISBEWS.CO T • i?ir1VVElt. T. 1994 E`er %* M cs r - co Q z° Ld s _J -� �, z g0(1)0 1 ,rrrrrrr,rrnnnNrrnr�rwirMrrrrrr�r 2138 • TITLE �� • MAIN FLOOR PLAN NOTES II 2A 1 II WWI REFER TO 6HEET 2Ai FOR MAIN FLOOR PIAN NOTE6 JOB NUMBER 27002.264 CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED x m 150 STATE STREET EAST 0L0.SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISHEWS.COM T A +DENVER. .1994 U 'o o 0 J h� to do am 04 fA :- L ?,.gym L L 0 0 v�tio. ■a■ E 6 o W Co +ice � +�N CO) �+ o z� JOB NUMBER 27002.264 CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT . TI TLE • MAIN FLOOR PLAN DIMENSIONS .SHEET • DAVISBEWS DAMS BEWS DESIGN GROUP 150 STATE STREET EAST 0L0.SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISHEWS.COM T A +DENVER. .1994 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT . TI TLE • MAIN FLOOR PLAN DIMENSIONS .SHEET • 3050 5H, HD. AT 1'4' * EGIRE55 3050 5H. HD, AT 1'-f * EGRE55 3050 6H, HD. AT 1'-&" r t1 PROVIDE PAN AND DRAIN UNDER A.H.U. 24" H. A/C PLATFORM �a a UPPER FLOOR PLAN NOTES GARAGE LEFT .TYPICAL. WOOD FRAME • K W r. WINDOW SCHEDULE �` U too - �-lui WINDOW WIDTHS -1 ME20" oN�1M 24" 36" 48" F_ WINDOW CALL -OUTS CO Ute'" LL ALL EMERGENCY ESCAPE AND RESCUE W OPENIW6 SHALL COMPLY WITH 8310 PER F -5 -CR. - 5TH EDITION (2014).- �o*m - - - - - - - - - - - - - - - - - - = 24" I� 1 1820 RG. 2020 F.G. 3050 5H, HD. AT 1'4' * EGIRE55 3050 5H. HD, AT 1'-f * EGRE55 3050 6H, HD. AT 1'-&" r t1 PROVIDE PAN AND DRAIN UNDER A.H.U. 24" H. A/C PLATFORM �a a UPPER FLOOR PLAN NOTES GARAGE LEFT FE)WELLING AR OPENING HEIGHT5 S; WHERE THE OPENINGOF AN OPERABLE TED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING6 ARE LOCATED WITHIN 24 INCHE6 OF THE FINISHED FLOOR PER F.P.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT6 OF A5TM F 2090 PER F5.C. 2010 RESIDENTIAL CODE 86123 .TYPICAL. WOOD FRAME • K W r. WINDOW SCHEDULE �` U too - �-lui WINDOW WIDTHS -1 ME20" oN�1M 24" 36" 48" F_ WINDOW CALL -OUTS Ute'" 20" 18181=.0, 2018 F.G. 3018 F.G. 4018 F.G. W U �o*m ��oJJ .- o L T = 24" 1820 RG. 2020 F.G. 3020RG. 4020FG. J 0 36" 1830 5H 2030 5H 3030 5H 4030 SH Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 1850 5H 2050 5H 3050 5H 4050 5H 72" 1860 5H 2060 5H 3060 5H 4060 5H 6 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, L Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER ~O MANUFACTURE 5PECIFICATION5. z 0 REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW USED 151NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- FG) FE)WELLING AR OPENING HEIGHT5 S; WHERE THE OPENINGOF AN OPERABLE TED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING6 ARE LOCATED WITHIN 24 INCHE6 OF THE FINISHED FLOOR PER F.P.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT6 OF A5TM F 2090 PER F5.C. 2010 RESIDENTIAL CODE 86123 • JOB NUMBER 27002.254 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, F1,ORIDA 34677 813.92.5.1300 TEL 813 . 925. 1800 FAX W W W.DAVLSBEWS.CQM TAMPA •DENVER -�—� EST. 1994 ®®®`,®rrrlIII _j 1p LLf 00 U. 0 V) re 0 0 0 000 031 • K W r. �` U too - �-lui -1 oN�1M O O � � � �,.� 10 0 �o*m ��oJJ .- o L T • JOB NUMBER 27002.254 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED DAMS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, F1,ORIDA 34677 813.92.5.1300 TEL 813 . 925. 1800 FAX W W W.DAVLSBEWS.CQM TAMPA •DENVER -�—� EST. 1994 ®®®`,®rrrlIII _j 1p LLf 00 U. 0 V) re 0 0 0 000 031 - �-lui • TITLE �rr�.•eyrw�•re��w•e. • UPPER FLOOR. PLAN NOTES2B1 • SHEET • 11, wiwrri JOB NUMBER 27002.264 CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED DAVIS BEWS DESIGN GROW c c x to w ,EST. 1994 Fes_ V �o O J N , cq to 0NCiM. L 1; `, L °�'�• O O n J 0 E _0@CQ T Z G d wiwrri JOB NUMBER 27002.264 CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT 0 TITLE UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. L300 TEL 813.925.1800 FAX W W W DAVLSBEWS.COM TAMPA • DENVER. ,EST. 1994 Fes_ UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT 0 TITLE UPPER FLOOR PLAN DIMENSIONS • SHEET • 2B2. STAIR NOTE5: RAILING BALU5TER5 5HALL BE 5PACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HAND 11-5 HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR 5AFETY TERMINAL5, HANDRAILS ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION �c ENCL05ED ACCE5515LE 5PACE UNDER 6TAIR5 5HALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 83021 STAIR SECTION SCALE: 1/4" - 1'-0" PLAN DETAILS- 6CALE: 1/4" -- 1'-0 GARAGE LEFT 42" H, 36" H. CONTINUOU5 x m LOW WALL GRASPABLE o RAILING 3/4" PLYWD, o BEAM DECKING 0000 LINE OF 6'-8" MIN, BEAM 813. 925 . 1300 TEL r0 •fA m W W W.DAVISBEWS.COM FLOOR HEADCLEARANCE 6o �Jm .FLOOR SYSTEM SYSTEM `6 wLL. 00 °J Op i 0W C o LLL 0C i C4 rfp 0 ^ 0 Z rt d 1000 2x 5TRINGER5 42" H. (TYP.) LOW WALL -*- I I" NOSING Lu (TYP.) I I LINE OF DOOR IN n, 2x TREAD5 AND I ( FOREGROUND Ix R15ER5 (TYP) 11 TREADS AT 1090" EACH UNDER -STAIR PROTECTION �c ENCL05ED ACCE5515LE 5PACE UNDER 6TAIR5 5HALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY 50FFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 83021 STAIR SECTION SCALE: 1/4" - 1'-0" PLAN DETAILS- 6CALE: 1/4" -- 1'-0 GARAGE LEFT • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED x m o o 0000 OLDWAk FLORIDA 39677 813. 925 . 1300 TEL r0 •fA m W W W.DAVISBEWS.COM TAMPA • nENTVER. 6o �Jm `6 wLL. 00 °J Op 0W C o LLL 0C C4 rfp 0 ^ 0 Z rt d • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED yL�®•®•®•®• Zia 0 086� P 0_ .m 00 i::) Z uj .v V CSC N ce 0>mM 0 meou F- J �rn••urr 2138 • 77TLE • PLAN DETALS • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDWAk FLORIDA 39677 813. 925 . 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nENTVER. =� EST. 1994 e�z=— yL�®•®•®•®• Zia 0 086� P 0_ .m 00 i::) Z uj .v V CSC N ce 0>mM 0 meou F- J �rn••urr 2138 • 77TLE • PLAN DETALS • SHEET • 11/2" THICK 5AND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.5.C. RE510ENTIAL CODE R103.6:1 AND 3/4" ASTM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RE51DENTIAL CODE R103.61, AND ASTM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.2010 RE51DENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.S.C. 2010 RESIDENTIAL CODE 86123 12 12 6� /SHINGLE Q6 ROOF G.G. VERIFY 12 12 12 ALUMINUM OVER 6D SWINDLE 2x6 5UB-FA5CIA (TYPICAL) ROOF PLT, HT. PLT. HT. 4" BANDING ITYPJ 1'-4" W. x F-0" H, 5TUCCO DECORATIVE -- STUCCO FIN15H FIXED SHUTTER FINISH I'-4" W. x 54" H DECORATIVE FIXED 5HUTTER 5HINGLE v, ROOF * r' 124" BANDING 6� SHINGLE 12 ITYPJ 5ECOND FF. LINE ROOF T6 5ECOND PF, LINE 1'-0" BANDING T.O.M. T.O.M, _ 6" BANDING 6 BANDING 4" BANDING TEXTURED ❑ ❑ ❑ ❑ ❑ ❑ I TEXTURED "! FIN15H FIN15W BANDING n BANDING MAIN F.F. LINE _ MAIN FF. LINE RAF COPYRIGHT 2014, TAYLOR MORRISON GRADE LINE 4" BANDING (A55UMED) FRONT ELEVATION SCALE: 1/4" - I' -O" • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED 91 DAVIS BEWS DESIGN GROVP • • x �. to 0 to ro 0 10 J N; pN�M L '-_jam L L1 . Q a 1 10 0�c0 3�E arm r o*'m �w fir. �+ ZG2 • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED 91 ELEVATION "A" GARAGE LEff • 77TLE • FRONT ELEVATION DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FWRMA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISSEwS.COM TAMPA • L7E1V\/ER EST. 1994— ELEVATION "A" GARAGE LEff • 77TLE • FRONT ELEVATION DETAILS • SHEET • LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =126 SQ. FT. / 300 = 0.43 SQ. FT, X 144 = 61 SQ. IN. NiHALF ATUPPER 2/3 ROOF VENTS = 30,72 SQ, IN: I # UPPER 2/3 ROOF VENTS REQUIRED =1 ti�TOTAL SOFFIT VENTILATION NEEDED 6 SQ. FT. — ----- --------J_ ------ ------ I— I I I i UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1274 SQ. FT, / 300 = 4.25 SQ, FT. X 144 = 612 SQ. IN, HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 59 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ, IN, PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C, VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. e 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING K �o 612 I ilw LU P° oc I` cn I SADDLE 1 -------- r I as J T �WJ I 111 I baa � I I - tiu 6:12 6:12 --r---------- I l I 8 ii coo I I ROF 3�E VENT R QGUIREMENTS VENTILATION CALCULATIONS 0 ATTIC AREA = 408 SQ. FT. / 300 =1,36 SQ. FT. co X 144 =196 SQ, IN, I r HALF AT UPPER 2/3 ROOF VENTS = 97,92 SQ. IN. #UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 19 SQ, FT, TYP. OVERHANG AT HIP AA (UND) 3A3 ROOF PLAN SCALE: 1/8" - 1'-0" e 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATI0 TO BE PER 2010 FB.C. RE51DENTIAL CODE R103.h.1 AND 3/4" A5TM C926, INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2, AND A51M C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - 1'-0" 12 6� E6 12 ROLE LSHINGLE �6 12 ROOF Q 6 PLT. HT. PLT. HT, _ _ _ _ PLT. H'T. _ STUCCO FIN15H SHINGLE STUCCO ROOF FIN15H * g Q6 12 SHINGLE SECOND FF. LINE Ori • g° SECOND FF. LINE ROOF _SECOND FF. LINE — --- -- T^O.M._ T.O.M, T .D.M. v ZTEXTURED ZTEXTURED'I' fIN15H FINISH MAIN ER LINELl . � - MAIN FF. LINE _ _ _ MAIN FF. LINE_ GRADE LINE (ASSUMED) LEFT ELEVATION 5CALE: 1/8" - 1'-0" CONC.---" LINTEL CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB,C, 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C. 2010 RESIDENTIAL CODE 86123 GIRDER12 TRU65Ru55 --\ E6 GIRDER E TRU55 12 Q6 SECTION AA. 5CALE: US" - I'-0" 12 a6 GIRDER TRU55 612 12 Q6 L9HINGLE ROCF PLT, NT, PLT. HT._ -STUCCO a, j FIN15V L F.G. FG, K �o 150 STATE SCR= EAST" OLDSMAk FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>Et4VER. ilw U r 0 0 I` cn N.. 1 r as .� T �WJ 111 THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATI0 TO BE PER 2010 FB.C. RE51DENTIAL CODE R103.h.1 AND 3/4" A5TM C926, INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2, AND A51M C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - 1'-0" 12 6� E6 12 ROLE LSHINGLE �6 12 ROOF Q 6 PLT. HT. PLT. HT, _ _ _ _ PLT. H'T. _ STUCCO FIN15H SHINGLE STUCCO ROOF FIN15H * g Q6 12 SHINGLE SECOND FF. LINE Ori • g° SECOND FF. LINE ROOF _SECOND FF. LINE — --- -- T^O.M._ T.O.M, T .D.M. v ZTEXTURED ZTEXTURED'I' fIN15H FINISH MAIN ER LINELl . � - MAIN FF. LINE _ _ _ MAIN FF. LINE_ GRADE LINE (ASSUMED) LEFT ELEVATION 5CALE: 1/8" - 1'-0" CONC.---" LINTEL CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER FB,C, 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C. 2010 RESIDENTIAL CODE 86123 GIRDER12 TRU65Ru55 --\ E6 GIRDER E TRU55 12 Q6 SECTION AA. 5CALE: US" - I'-0" 12 a6 GIRDER TRU55 612 12 Q6 L9HINGLE ROCF PLT, NT, PLT. HT._ -STUCCO a, j FIN15V L F.G. FG, ............. _JOB NUMBER 27002,264 CAD FILE NAMELOT 302 T8 ISSUED 07-12-17 REVISED K �o 150 STATE SCR= EAST" OLDSMAk FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>Et4VER. ilw U r 0 0 I` cn N.. �N�lh .� T �WJ cm 00:2 4 J V O 8 ii coo 3�E LLL_rn 0 co Z�cq �0 ............. _JOB NUMBER 27002,264 CAD FILE NAMELOT 302 T8 ISSUED 07-12-17 REVISED 12 rrrrl I SECOND FF, LINE 412 X14 SECOND Ffill 12 LINE �• ®i®®® ®®®®i T�O.M._ T.OM.co _ �� ®•®® ®®�� °®®® M r.. • TEXTURED TEXTURED ¢e 4? FINISH FIN15N d 2 ® ° a, * ct� ir, w ®B • Q '� _.MAIN FF. LINE _ _ TEMP. MAIN F.F. LINE ®�®�s'� ®® • °®� - - - ell GRADE LINE00 ®®®1111 (A55UMED) 0 a .� z Lu .2 REAR ELEVATION 5CALE: 1/8" - 1'-0" 0 (1) 0 12 12 6 Q6 12 6� /5HINGLE ro ROOF7 PLT. HT. _ PLT. NT. _ STUCCO tEMP. SHINGLE - 1 �;<$HINGLE FINISH 12 ROOF SECOND F.F. LINE 0� _ �4 SECOND F.F. LINE O.M. t.O.M, _ ao /TEXTUREDTEXTURED- FIN16H FIN15H TEMP. • MAIN FF. LINE pDMAIN F.F. LINE GRADE LINE (ASSUMED) 10 2138 .RIGHT ELEVATION. 5CALE: 1/8" - I'-0" ELEVATION "A GARAGE LEF II 3A2 DAVIS BEWS DESIGN GROUP 150 STATE SCR= EAST" OLDSMAk FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>Et4VER. EST. 1994 e= _� 12 rrrrl I SECOND FF, LINE 412 X14 SECOND Ffill 12 LINE �• ®i®®® ®®®®i T�O.M._ T.OM.co _ �� ®•®® ®®�� °®®® M r.. • TEXTURED TEXTURED ¢e 4? FINISH FIN15N d 2 ® ° a, * ct� ir, w ®B • Q '� _.MAIN FF. LINE _ _ TEMP. MAIN F.F. LINE ®�®�s'� ®® • °®� - - - ell GRADE LINE00 ®®®1111 (A55UMED) 0 a .� z Lu .2 REAR ELEVATION 5CALE: 1/8" - 1'-0" 0 (1) 0 12 12 6 Q6 12 6� /5HINGLE ro ROOF7 PLT. HT. _ PLT. NT. _ STUCCO tEMP. SHINGLE - 1 �;<$HINGLE FINISH 12 ROOF SECOND F.F. LINE 0� _ �4 SECOND F.F. LINE O.M. t.O.M, _ ao /TEXTUREDTEXTURED- FIN16H FIN15H TEMP. • MAIN FF. LINE pDMAIN F.F. LINE GRADE LINE (ASSUMED) 10 2138 .RIGHT ELEVATION. 5CALE: 1/8" - I'-0" ELEVATION "A GARAGE LEF II 3A2 BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED BUILDING WRAP BEYOND ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO EST. 1994 SHEATHING W/ COVER SHEET) BUILDING WRAP BEYOND 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF PROVIDE FLASHING RUBBER MEMBRANE BEYOND TRUSSES AT 24" O.C. STUCCO STOP 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING WATERPROOF MEMBRANE WATERPROOF MEMBRANE AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER ROOF FRAMING PLAN FLASHING. CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH &EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SIL PLATE FLASHING NOTE: SEE STRUCTURAL SHEETS 15/32 O.S.B. SHEATHING x BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING TO EXTEND 36" EST. 1994 SHEATHING W/ FLASHING UNDER S.G.D. AS BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING RUBBER MEMBRANE BEYOND SHOWN, PROVIDE d' -1" BEAD OF STUCCO STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE CONST. ADHESIVE TO BE APPLIED ,; :23'o FLASHING. CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR I I FLOOR I I � I BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE C •- ° Z'��t AND DECK FLASHING, LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING I i I i PER BUILDER STUCCO "J" MOLD - c PROVIDE SELF ADHERED PROVIDE SELF ADHERED 1 FLASHING LAPPING DOWN OVER RIM JOIST FLASHING AND UP WALL BY 6" NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. x 2x EXT WALL FLASHING TO EXTEND 36" EST. 1994 SHEATHING W/ EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING I I BOOT AT POSTS STUCCO STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE FLOOR SHEATHING ,; :23'o FLASHING. 0 c I I FLOOR I I TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT' BALCONY EXTERIOR SHEATHING WALL AW COVERING_ OVERI G w�ry� FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFsiSr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS B 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 x WATERPROOF MEMBRANE Cto U too EST. 1994 0 J �° TRUSS N o v) 22 M I I I I 6 Q�-1� ooI 6 L IL • ,; :23'o 0 c � 2X8 TRIM BOARD C •- ° Z'��t I I I STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING i SHEATHING LAPPING DOWN OVER RIM JOIST 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" SEE STRUCTURAL FOR : a (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY @ 24" O.C. MAX FLOOR TRUSS TEXTURED CEMENT (EA. FLOOR TRUSS) SEE STRUCTURAL w5 , PLASTER FINISH USP HTA20 STRAP 8' CMU BLOCK EA. JOIST SEE STRUCTURAL Lis TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT' BALCONY EXTERIOR SHEATHING WALL AW COVERING_ OVERI G w�ry� FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFsiSr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS B 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 x DAVIS BEWS DESIGN GROVP Cto U too EST. 1994 0 J �° N o v) 22 M 6 Q�-1� 6 L IL • ,; :23'o 0 c � o -m 6w 0r. C •- ° Z'��t TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT' BALCONY EXTERIOR SHEATHING WALL AW COVERING_ OVERI G w�ry� FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING R RESISTIVE BARRIER & EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL RFsiSr ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS B 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 WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER �P� ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS COMPLYING WITH SILL PLATE �G °° (SEE DETAIL B �� ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF �� 2 FOR OPTIONS) °5� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER �•• 0�'Ls� �� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS PF- 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 CORNER PATCH �■� � � EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. pry® p R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT U4 Q cn c 1 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING (� FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR � °' co FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ® Z aq NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND ci CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED --� (MIN. 6" WIDE) 0 AD CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL, DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: :�,I■:■■ 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN AS WEATHER BARRIER &TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR I WEATHER EXTERIOR RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. � , BARRIER � TAPE SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. (ASSEMBLED 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. C) WINDOW FLASHING ) 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/VVDMA 300. i i FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS: 0 FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: ...........,... 1. CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. 2138 BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW • INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TITLE 7. AT BUILT-IN GUTTERS. FLASHING DETAILS + 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 FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 130 STATE STREET EAST WYMAR, FLORMA 34677 813.925.1`00 TEL 813.925.1800 FAX VvW W.DAVISBEWS.C.OM TAMPA • nENVER. EST. 1994 WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. BARRIER R703.2 WATER -RESISTIVE BARRIER �P� ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS COMPLYING WITH SILL PLATE �G °° (SEE DETAIL B �� ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF �� 2 FOR OPTIONS) °5� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER �•• 0�'Ls� �� THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS PF- 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 CORNER PATCH �■� � � EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. pry® p R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT U4 Q cn c 1 ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING (� FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR � °' co FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ® Z aq NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND ci CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED --� (MIN. 6" WIDE) 0 AD CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY 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 TYPICAL SLIDING GLASS DOOR FLASHING DETAIL, DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: :�,I■:■■ 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS OR FOR APPLICATIONS NOT FOLD UP WEATHER RESISTIVE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN AS WEATHER BARRIER &TEMPORARILY SECURE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR I WEATHER EXTERIOR RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. � , BARRIER � TAPE SILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. (ASSEMBLED 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. C) WINDOW FLASHING ) 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/VVDMA 300. i i FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS: 0 FLASHING DO NOT FLASH OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: ...........,... 1. CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. 2138 BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW • INSTALLATION SILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TITLE 7. AT BUILT-IN GUTTERS. FLASHING DETAILS + 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 FLASHING DETAILS • SHEET • 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) Id WEATHER RESISTIVE BARRIER /I'— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING S_U_B_FLOOOOOR ;;zz RIM JOIST WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER --r . Al. SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 5HEATHING MECHANICALLY FASTEN IF TEXTURE EXTERIOR SHEATHING ��`*+ $/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ��FINI511 COAT THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED �IU DO FLASHING SELF -ADHERED FLASHING :�� BROWN COAT (SEE DETAIL ) ° KEEP TOP EDGE OF WEEP REFER 70 TECHNICAL / ''> i:. "..'" :> :>::... OR EQUAL WEATHER PROOF CAULKING 5CRATCH COAT BLOCK N d ;. ° JOINT ONLY J m 5ELF-FURRING ° ° ;. � ;:::::•'' :;:::=::>::::. COMPATIBILITY e :.:.;. UNPERFORATED FLANGE 7/8" ��IL WEEP SCREED RELEASE PAPER ° / ° SELF-ADHERED FLASHING LATH SELF -ADHERED FLASHING, -- (BEFORE FOLDING, SCORE 0 OUTSIDE CORNER EXTEND A MINIMUM 6" TWO LAYER5 WR5 RELEASE PAPER TO EXPOSE MITER CUTAND c VERTICALLY FROM ' N D m VSHOWN) ADHESI E A S WEEP SCREED EMBEDDEDIN Zr�0 SEALANT USING VULCUM CAULK FOR ALL TERMINATE $ELF — ADHESIVE FLASHING --{{ AT LOWER N05E OF SELE ApNE51VE Y ` FLASHING MA50NRY BLOCK WALL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN --\ OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) Id WEATHER RESISTIVE BARRIER /I'— DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING S_U_B_FLOOOOOR ;;zz RIM JOIST WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER --r . Al. SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF / THRESHOLD SECTION -A (SEE ° / DETAIL WP02) SELF -ADHERED FLASHING 1 ~ O NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER —� i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED �j SPECIFICATIONS ROOF CRICKET. SEALANT APPLIED MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING % :.,.y::y o;:;>:; > sa •, SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A s BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6,� N s . ' ' FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL _ \ CONT. GALV. "L" DIVERTER FLASHING PER z`fr 04 MANUFACTURES FLASHING ;:'::`:,;; > SPECIFICATIONS SEALANT s° �, OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA 'i J COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FIGURE 1: FLASHING INSTALLATION FLASHING w/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH •� . �. :,.�^� OVER ROOF SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE ROOF SHINGLE PER A w a` A V, CONTRACT FLASHING F1001p� METAL DRIP EDGE tl.ty ti :: q�Y BE UNDER ,,; \ ,.. ;•• Iy�Fq`S'S/�y UNDERLAYMENTA CAULKING�O-ro !FS ROOF EAVES ztS�tiSy D�GK '9z Vo°� X00 FY �O pP 91 .9 � tpEt 0 pvMEN \ SAP FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV: 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE " ~ FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO qR �oov Ok 2' S �NoEs \ WALL FLASHING DETAIL ggTtiTo 6j"\0& GOVRS� $?-'D GoVRSs VSE ~ coASSE 040 �g4 OO RAKE METAL DRIP EDGE z2 29 5 LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 21, EAVESUNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR 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" OF--- WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR EA p p �F'F' O CEMENT PLASTER OVER BLOCK 1 ST FLOOR NOTE; THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL WI METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16"O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING ��`*+ $/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB & HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ADHESIVE ASPHALT ADHESIVE ®�°®®••®®®► m THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED �IU DO FLASHING SELF -ADHERED FLASHING 7/16" O.S.B. UP JAMB 6". USE LIQUID NAIL BRAND (SEE DETAIL ) /j KEEP TOP EDGE OF WEEP REFER 70 TECHNICAL / ''> i:. "..'" :> :>::... OR EQUAL WEATHER PROOF CAULKING ®® BLOCK N d ;. LETTER ON CHEMICAL / JOINT ONLY J m SCORED ° ° ;. � ;:::::•'' :;:::=::>::::. COMPATIBILITY e :.:.;. UNPERFORATED FLANGE 7/8" ��IL WEEP SCREED RELEASE PAPER ° / ° SELF-ADHERED FLASHING ,—DECORATIVE SELF -ADHERED FLASHING, -- (BEFORE FOLDING, SCORE 0 OUTSIDE CORNER EXTEND A MINIMUM 6" WILL NEED TO BE RELEASE PAPER TO EXPOSE MITER CUTAND c VERTICALLY FROM ' N D m VSHOWN) ADHESI E A S BOTTOM OF / THRESHOLD SECTION -A (SEE ° / DETAIL WP02) SELF -ADHERED FLASHING 1 ~ O NAILING FLANGE SELF -ADHERED FLASHING DO NOT FLASH OVER —� i SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED �j SPECIFICATIONS ROOF CRICKET. SEALANT APPLIED MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING % :.,.y::y o;:;>:; > sa •, SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A s BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6,� N s . ' ' FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL _ \ CONT. GALV. "L" DIVERTER FLASHING PER z`fr 04 MANUFACTURES FLASHING ;:'::`:,;; > SPECIFICATIONS SEALANT s° �, OVER ROOF ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA 'i J COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FIGURE 1: FLASHING INSTALLATION FLASHING w/TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH •� . �. :,.�^� OVER ROOF SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE ROOF SHINGLE PER A w a` A V, CONTRACT FLASHING F1001p� METAL DRIP EDGE tl.ty ti :: q�Y BE UNDER ,,; \ ,.. ;•• Iy�Fq`S'S/�y UNDERLAYMENTA CAULKING�O-ro !FS ROOF EAVES ztS�tiSy D�GK '9z Vo°� X00 FY �O pP 91 .9 � tpEt 0 pvMEN \ SAP FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV: 'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE " ~ FASCIA FIGURE 3: CORNER DETAIL TYPICAL ROOF TO qR �oov Ok 2' S �NoEs \ WALL FLASHING DETAIL ggTtiTo 6j"\0& GOVRS� $?-'D GoVRSs VSE ~ coASSE 040 �g4 OO RAKE METAL DRIP EDGE z2 29 5 LINE VALLEY BY CENTERING 36" WIDE TO BE OVER 21, EAVESUNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR 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" OF--- WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR EA p p �F'F' O CEMENT PLASTER OVER BLOCK 1 ST FLOOR NOTE; THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL WI METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER -7/16"O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP ° °° , SCREED 7/8" CEMENT PLASTER IN ACCORDANCE WITH k. ! ASTMC926 150 STATE STREET EAST OU)SMAR, FLORIDA 34677 813.925.1300 TEE. 813. 925. 1800 FAX W W W:GAWSBEWS.CAM TAMPA • OEIqVM APPROVED WEATHER—RESISTANT U rto o MATERIAL W/ METAL LATH IN ®�°®®••®®®► m ACCORDANCE WITH ASTMC1063 .j h BUILDING PAPER 7/16" O.S.B. \ SHEATHING /j KEEP TOP EDGE OF WEEP 0N�M SCREED 2" BELOW TOP OF ®® BLOCK N d ;. VULCUM CAULK BOTTOM JOINT ONLY J m METAL FLASHING 3-1/2" SCALE: NOT TO SCALE UNPERFORATED FLANGE 7/8" ��IL WEEP SCREED 1/2" CEMENTITIOUS ,—DECORATIVE FINISH ALL INSIDE AND 0 OUTSIDE CORNER WILL NEED TO BE 'L t cm MITER CUTAND c CAULKED ALL BUTT N D m JOINTS NEED TO BE /\ EMBEDDEDIN Zr�0 SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP ° °° , SCREED • JOB NUMBER 27002.264 CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED • • ° k. ! 150 STATE STREET EAST OU)SMAR, FLORIDA 34677 813.925.1300 TEE. 813. 925. 1800 FAX W W W:GAWSBEWS.CAM TAMPA • OEIqVM r U rto o SLAB WEEP SCREED 1" BELOW FINISH FLOOR ®�°®®••®®®► m 0 .j h �' 8 °. 2 LU p•W..° OPTIONAL DETAIL zip ®-®;d� ••. 0N�M ®® •� N d ;. WEEP SCREED DETAIL J m SCALE: NOT TO SCALE ��IL 0 0 4" ;0_111'o0 SHEATHING0,LL w�O 0 'L t cm SELF -ADHERED �■� N D m FLASHING PATCH /\ Zr�0 • JOB NUMBER 27002.264 CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED • • THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND. WATERPROOFING METHODS TO BE USED. N.T.S. >= 2138 • 77 TLE • FLASHING DETAILS •' SHEET • ° DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU)SMAR, FLORIDA 34677 813.925.1300 TEE. 813. 925. 1800 FAX W W W:GAWSBEWS.CAM TAMPA • OEIqVM EST. 1994 THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND. WATERPROOFING METHODS TO BE USED. N.T.S. >= 2138 • 77 TLE • FLASHING DETAILS •' SHEET • ° 0000 INSTALL BOTTOM EDGE OF ��j�®®� SLAB WEEP SCREED 1" BELOW FINISH FLOOR ®�°®®••®®®► m ®® °% �' 8 °. 2 LU p•W..° OPTIONAL DETAIL zip ®-®;d� ••. •' •®�o� ®® WEEP SCREED DETAIL SCALE: NOT TO SCALE .,.n C J SHEATHING0,LL SELF -ADHERED �■� FLASHING PATCH /\ THESE DETAILS ARE GENERIC AND MEANT FLASHING DETAILS TO SHOW GENERAL FLASHING AND. WATERPROOFING METHODS TO BE USED. N.T.S. >= 2138 • 77 TLE • FLASHING DETAILS •' SHEET • MICROWAVE OUTLET +14° W.P. GF.I. FOR T.U:G. SERVICE ELEC. METER FLOOD LIGHT PRE -WIRE 150 AMP. GF.I. FIXTURE ELEC. PANEL GRI. CLG. OUTLET I FOR GA. OPENER --------------------- i GF.L GF.I AT 48 / IRRIG. I i At 48" I COACH caACH LIGHT �` ,.- LIGHT A/C DISCONN. H.B. ELECTfRICAL < 'T- 0 DUPLEX CONVENIENCE OUTLET } DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET IFI GROUND FAULT, INTERRUPTER DUPLEX OUTLET j HALF -SWITCHED DUPLEX OUTLET �p SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH {$ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN — TRACK LIGHT FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAINILIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR b TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER J ELECTRIC PANEL - DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT, CEILING FAN NOTES, 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS V.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERU 18E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE. ..1411 (UNLESS A5V COUNTERTOP) TELEVISION...14" 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 FEGUIRE A COM51NATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL BA AND 20A 120V RECEPTACLES LOCATED M THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY 5UILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARSON 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 SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/00 ALU. CABLE MAIN DISCOWECT METER A/C COMBO SQUARE 1) DISC, REFER TO FLOOR tj'P. '14 AND 12 COPIER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL MO COPIER TO WATER HEATER UNDER2C ROW 08 COPPER TO RANGE SERVICE BY POWER COMPANY ALSO COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED To FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED ol x V..50 150 STATE STREET EAST OUXMAR, FLORmA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER I i; U r o to 0 J h� a, �coo .2'ON �. >JC4 L L j5 Co IL . 00 J O 01 C0 3�E u-z_m � a'~N C If � ON 400z�� o • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED ol 2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN L4ASHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORmA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER =� EST 1994 2138 • TITLE • MAIN FLOOR ELECTRICAL PLAN L4ASHEET • LECTFRICAL <El' DUPLEX CONVENIENCE OUTLET { DUPLEX OUTLET ABOVE COUNTER o.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET �gp SPECIAL PURPOSE OUTLET 4ff DUPLEX OUTLET IN FLOOR �& 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN wpm TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q, EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR ® SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) THEWOSTAT Cp ELECTRIC METER ELECTRIC PANEL. —� DISCONNECT SWITCH t� SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN v J HORIZ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP Gv ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES - 1. PROVIDE AND INSTALL 2= FAULT CIRCUIT-IoRRUPTER5 (G.F.1) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR. SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE_ .14" (UNLESS ABY COUNTERTOP) TELEVISIOK ..14" 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 AP.C.1, 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 0,C1. PROTECTED (G.F.II. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARNI MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS 514ALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED K 150 STATE STREET EAST OL WAR, FLORIDA 3*77 813.975.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWSZOM TAMPA • DENVER EST 1994 r�- U 00 0 J h0) 2 ,A Y/ o Oc0v�coo N d " �. >?Jm L.L. °�'� 0 0 ... o :�CE 0 LLL tvrn t :3++(V 6N �� 0— z r • JOB NUMBER 27002.264 • CAD FILE NAMELOT 302 TB ISSUED 07-12-17 REVISED 0 qqrw O 0 Z m O z cn oc pmmq o� =o CD 0>m� M �rrrrrni�rrrlur,r� 2138.1 mmmww� • TI TLE • UPPER FLOOR ELECTRICAL PLAN • • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL WAR, FLORIDA 3*77 813.975.1300 TEL. 813.925.1800 FAX W W W.DAVISBEWSZOM TAMPA • DENVER EST 1994 r�- 0 qqrw O 0 Z m O z cn oc pmmq o� =o CD 0>m� M �rrrrrni�rrrlur,r� 2138.1 mmmww� • TI TLE • UPPER FLOOR ELECTRICAL PLAN • • SHEET • METAL COATINGS FOR USE WITH PRESSURE REATED WOO IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE TWAT ALL METAL CONNECTORS GENERAL SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 NV I C:O METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES ° OF SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 96% OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. SD2 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. GENERAL STAIR DETAILS FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ('T" BRACING MAY BE USED I.L.O. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6XW1.4XW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: OL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM, MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES =15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (f m = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT), BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA, TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ('T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND EXPOSURE C DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED AREA (SQ FT) 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 WITHOUT VERIFICATION, PROVIDED ALL (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE MIN. T' EMBEDMENT. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1",GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA, SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT, REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/211, NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z z z E = 1,700;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"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2650 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. Ft = 1650 Ft = 1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 450 Fc j = 900 Fc = 450 35 KSI. ALL OTHER STRUCTURAL & MISC, STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROT'ECT'ION 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 INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 CREATED ELEV. C w/ EXT. LANAI w/ BFS TRUSSES PER WPK-188 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA / O (+) 29.7 (+) 29.7 10 - 32.1 - 39.6 (+) 28.3 (+) 28.3 20 (-) 30.8 - 37.0 (+) 26.6 (+) 26.6 50 (-) 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 W - 27.7 - 30.8 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+)2 . (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a l 5 5 ) Loa 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). WAND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA, OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS UPDATES NUMBER DATE DESCRIPTION 1 2/17/2017 CREATED ELEV. A STD w/ BFS TRUSSES PER TB -85 AND A w/ EXT. LANAI w/ BFS TRUSSES PER TB -288 2 3/16/2017 CREATED ELEV. C w/ EXT. LANAI w/ BFS TRUSSES PER WPK-188 3 6/28/2017 CREATED ELEV. B w/ BONUS w/ BEDRM w/ BFS TRUSSES PER WPK-249 4 5 . a � o ®� J �-9 ® •<; ui Z 6 0: 7d, ®. ", Vis•' �� 7 O LL 9 10 C SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 Q O w W Uj U co O w� . a � o ®� J �-9 ® •<; ui Z D 0: 7d, ®. ", Vis•' �� % O LL C W W w W .®TV,V e o'1 IL O w v U o UU c 0 . z d O ... Q vJ W z 0 � 3�8 OLU to 1•� Z 06W J mfu Y� 0rn z.s. O 4<w��.iE W U z� O� W LU a ° Z 0 C II QM ZW0 0 j _j as IJ.I �W0 0 0 rre wm I- 0 Z _j W U Z 0 QQ= O ~�h- 0_ STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB/DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 S1 Uj U co w� . a � o ®� J �-9 ® •<; ui Z D 0: 7d, ®. ", Vis•' �� % O LL .®TV,V e o'1 IL O w v U o UU c 0 . z d O ... Q vJ W z 0 � 3�8 OLU to 1•� Z 06W J mfu Y� 0rn z.s. O 4<w��.iE W U z� O� W LU a ° Z 0 C II QM ZW0 0 j _j as IJ.I �W0 0 0 rre wm I- 0 Z _j W U Z 0 QQ= O ~�h- 0_ STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB/DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 S1 L FOUNDATION NOTES. ILLI 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I- 30'-0" LAPPED MIN. 6" AND SEALED. Q 11 2 STORY FOOTING 2, PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xWI.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 16'-0" 14'4" COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER ---- ........... 8" 14'-8" J8MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM — --I ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. No aq LAP SPLICES SHALL BE NO LESS THAN 25". fJ L_ T 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. O 2 I FO I 2 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a b I p ( A/C PAD N co I FO I 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE � 9 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC,) D I ti CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE CJ FO THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR �`u',, 2 is F1 DI F01 USE ALTERNATE APPROVED METHOD.ILLI �'74" FIN. FLR D I D 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W;(-- I COMMUNITY & COUNTY CODES, 8, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL NMI ■• • ■ 0 ■ ■ • • ■ SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION � I INSTRUCTIONS. phi ■ I r I 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W F, o I 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED F- I I I I DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED r ■ 2.5 ( I 2 5 , 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS I ( AND LAP SPLICE, SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. w M L J p �? 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ®®�p 4.:�0°®®deo®o®a'i'J9®®/�� Y SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH o v ° ° o ®o%t��; coo J Z I I I PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION '� °°o !, ■ I I I I 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER �; u, -i 1 % FO I I I FO COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS SV $ w FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE '.a Z Q °° �"� Z 0 D I I ( D PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL prd ®o Q o ® Q p= ■ I I I 3'-6" CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO °°° O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. °®® ®®°°°w°°°®®!� ®® pcp LL 19 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS,®I PFS® ®®® COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS i/llll -1I I I DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). cli THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS ■ I I I BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 I I U� 0-0 FIN. FLR 0 PSF. o z 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO rlr C7 I I I I DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE pp..,,, �'"� OfZyJ i,� Z■ I p STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND I- I 3 1/2" THICK CONC. SLAB W/ 6X6 b I I FO � U- FOOTING SIZES PENDING DEPTH OF STEMWALL. U 0 I W/1.4 XW/1.4 W.W.F. OVER 6 MIL I I I I ■ M �1 LL I VAPOR BARRIER OVER I I D-- O �J O POO) M o I CpMPACTEDFILL. N FOOTING SCHEDULE U 04 12"x12"x12" dp w/ #5's EQUALLY SPACED EA.N FO _4 (WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Op I BARS & 3 MIN. COVER TO EDGE OF CONC. H ' S1 FO 24"x24"xI2" dp w/ #5's EQUALLY SPACED EA. n.,� D• z 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O BAS & 3" MIN, COVER TO EDGE OF CONC. ■ I I ( ( ■ 28"x28'"x12" dp w/ #5's EQUALLY SPACED EA. O 9 L( r T — r— Q 2.3 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. bo -0" 00 BARS & 3" MIN. COVER TO EDGE OF CONC. Q 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY 1 2.5 BA S & 1N, 2" HORIZ. CLEARANCE BETWEEN 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. F0 OOI D 32"x32'"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z I ■ o BARS & 3" MIN. COVER TO EDGE OF CONC. ■ ih 36"x36"x12" dp w/ #5's EQUALLY SPACED EA, Z C\j3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. J Q C,) O BARS & 3" MIN. COVER TO EDGE OF CONC, o W W � i; g �t r- 2.5 \ \ \ 2 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. c 0 V a « n 3.5 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. r, \ \ ■ I BARS & 3" MIN. COVER TO EDGE OF CONC: a FO 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z 0 L_ J \ -� \ pLo O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O F / � \ ih BARS & 3" MIN. COVER TO EDGE OF CONC. ki FO \ `� FO \ — — — 54"x54"x16" dp w/#5's EQUALLY SPACED EA. _ / \ ■ 4,5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. G (q p I ■ FO D / D i 4" FIN. FLR BARS & 3" MIN, COVER TO EDGE OF CONC. Z � ,t W,5 D �- — / / 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 64 0 0 < I- -- -- — — — / FO — 1 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. � z D i- M O BARS & 3" MIN. COVER TO EDGE OF CONC. Q F- N I ' -- ---- I F1 �. -4 FIN. FLR L_ �� D SYMBOLS LEGEND o 0� � 0 0 2.6J PAVES ''v O �...LL 2.3 00 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. W I „ 3,_51 „ 2'-91 ", „ I b R TO TIE BEAM (6'-0" O.C. MAX U.N.O.). LU 9-$ �2 �2 2-1 3-4 3-8 5-0 2 STORY FOOTING r` ..�. ,�. .� N � � L • INDICATES GROUT FILLED CELL WITH (2) VERT. CONT. FTG. � �- TO TIE BEAM, S I■ ■ I I L — — J 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 3 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 «� CONT. FT.G TO TIE BEAM. C I I a N I N ■ Z I C 11 FO ( I FO z � Q M D ■I I p Zw0 ■ W LU W ■I I �W0 ' 2 I 0 PO 2 i U) m W • I I • • V 101, -J Z LL....._.� �X-C Sil- 0 L_ _ -J F13 I-- — LU F- DO D DO D D CL 2'-8" 16-0" 2'-8" 7'-10" 0.. 10 8'_8" STRUCTURAL ENG: CFG / BED 21'-4" 2 STORY FOOTING 30'-0" STRUCT: _ ._..__MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED.___.___._ DATE: 07/24/2017 FOUNDATION PLAN_ 1/4"=11-011 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. V-4" 13'-4" 1'-4" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'-0" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) #5 @ TOP, BOTTOM ❑ &@24"O.C. VERTICALLY BETWEEN COLUMN &MAIN HOUSE CMU FILLED CELL 0 PLAN VIEW y (1) CONT. #5 FROM TIE BEAM TO FOOTING d MASONRY WALL REINFORCING PER (1) #5 @ TOP, BOTTOM PLAN (TYP). ��® 1l19111dd®®d LLI rn M 00000 Ui 00 ® ®®® S `r Z W ®V Z O P ®®�� 0 f V,� N U 3J 0 U �, - • M O Z aZZ • Z r o �Q U r �C 00 e rz ■ (moi' ^ W Q�© � � JZ Q ih Q �s M O W Ci Vi D O M Ir a kZ 00 W ZCl I t=a Al Wa N i • W . ., I- uu Z I- p W �_ o ■ N i d' Q O ■ o0 N 11 � a M ■ 0? r Z W O U)WLLj M oC W p ■ O P p U) M oc=z azar ■ • • ■ -- 1k W >-. O 4 ,,p HSI•- 16'-0" 1 -4 1 -4 71-01' 1-$ STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 DOWEL PLACEMENT PLAN_ 1/4'1=11-011 3 .COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. p U LU 0 ��® 1l19111dd®®d LLI rn M 00000 Ui 00 ® ®®® S `r Z W ®V Z O P ®®�� 0 f V,� N U 3J 0 U �, - • M O Z aZZ • Z r o �Q U r �C 00 e rz ■ (moi' ^ W Q�© � � JZ Q ih Q �s M O W Ci Vi D O M Ir a kZ 00 W ZCl I t=a Al Wa N i • W . ., I- uu Z I- p W �_ o ■ N i d' Q O ■ o0 N 11 � a M ■ 0? r Z W O U)WLLj M oC W p ■ O P p U) M oc=z azar ■ • • ■ -- 1k W >-. O 4 ,,p HSI•- 16'-0" 1 -4 1 -4 71-01' 1-$ STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 DOWEL PLACEMENT PLAN_ 1/4'1=11-011 3 .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. yiA O r o N o M a cl o d 0 M o N a r o p� LL CL WALL LEGEND 0 = 9'-4" T.O.M. = 11'-0" T.O.M. = 12'-0" T.O.M. — = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. III � HUC48 HEADER TO C.M.U. �N F01 ■ W/ (6) 10d NAILS & ISI _ S (14) 1/4"x2-3/4" TAPCONS W F01 F01 Uj ■ BW1 ■ � ®®® � Lj 00 F01 a Ci ■ F01 :W 'QQ®`x fY F01 b� °•®e®•®s® ®�� 0 F01 ll ■ F02 U O F05 ■F03 I ---I d ; " oly�� N F05 30 0 0 F03M U O F0500 BW1 X F03 F05 I = U ti F03 F05CD Q BW1 ■ � � .r■. a — — — F03 Q F06 A q „ L--JL--J F03 F07 H2 F08 p J S1 ■ L D�'" C/7 09 BW4 W C4 o C -s Q 5 F10 �s\\ Z Rini,:, � $n � F 11 O F12BW1 U � U, Q1 -t - O z CO2 DO F1 RF03 SD2 ~ tk F1 ~ O O OEE�R02 D p F1 9 S1 L.- ..-.� 2 R02D p W U. 19 5 C Si W R03 D �_ 00 rn _ v) _ R04 U- U U U- LL S1 1 ■ R05 z U U U D ■ R07 ■ S1 R07 2x6 #2 SYP CONT. LEDGER D1 D TO COMBO TRUSS UNDER Q 2ND FL. WALL W/ (2) ■ O R22 16d NAILS @ 4"O.C. N 11 1 1 II— M R23 � ''y H O J LLJ O a thWLLI rj J18 J18 ;� 0 1 J17 J17 0 W m J16 J'16 U 0 ci Z LIJ • • �. Z 0 �O� m t- ao rn rn M rn Moo ti c� ps iY r r r r r r r r r r r CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED FIRST F FRAMING P DATE; 07/24/2017 7 24/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 COPYRIGH M copyrighted T CD 2014: The information contained in this document is co ri hted 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. O LL CL I U) W o O a � HUC48 HEADER TO C.M.U. �N F01 ■ W/ (6) 10d NAILS & ISI _ S (14) 1/4"x2-3/4" TAPCONS W F01 F01 Uj ■ BW1 ■ � ®®® � Lj 00 F01 a Ci ■ F01 :W 'QQ®`x fY F01 b� °•®e®•®s® ®�� 0 F01 ll ■ F02 U O F05 ■F03 I ---I d ; " oly�� N F05 30 0 0 F03M U O F0500 BW1 X F03 F05 I = U ti F03 F05CD Q BW1 ■ � � .r■. a — — — F03 Q F06 A q „ L--JL--J F03 F07 H2 F08 p J S1 ■ L D�'" C/7 09 BW4 W C4 o C -s Q 5 F10 �s\\ Z Rini,:, � $n � F 11 O F12BW1 U � U, Q1 -t - O z CO2 DO F1 RF03 SD2 ~ tk F1 ~ O O OEE�R02 D p F1 9 S1 L.- ..-.� 2 R02D p W U. 19 5 C Si W R03 D �_ 00 rn _ v) _ R04 U- U U U- LL S1 1 ■ R05 z U U U D ■ R07 ■ S1 R07 2x6 #2 SYP CONT. LEDGER D1 D TO COMBO TRUSS UNDER Q 2ND FL. WALL W/ (2) ■ O R22 16d NAILS @ 4"O.C. N 11 1 1 II— M R23 � ''y H O J LLJ O a thWLLI rj J18 J18 ;� 0 1 J17 J17 0 W m J16 J'16 U 0 ci Z LIJ • • �. Z 0 �O� m t- ao rn rn M rn Moo ti c� ps iY r r r r r r r r r r r CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED FIRST F FRAMING P DATE; 07/24/2017 7 24/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 COPYRIGH M copyrighted T CD 2014: The information contained in this document is co ri hted 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 LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (P'f O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW3 16 1 SPF 1/2" THREADED ROD @ 4811 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. PT. PLATE BV114 12 SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN FRAME TO FRAME BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf ird, PT. 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW7 16"SYP REQ'D. @OPENING (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If P MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. TO POST: SIMP. HTS20 OR LSTA18 ADJUST AS REQ'D TO MISS STUDS aMGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3 rd. PT. 6280 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE, NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 611 OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE < A� (2)2X4 SPF #2 BUILT UP STUD COLUMN B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S (2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST O6x6 SYP #2 POST NO 8x8 SYP #2 POST (1)ply TRUSS (10)10d x 1z' NAILS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER NOTES B2x10 3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL <8>3-1/2"x5-114" COVER NOTES. PLATE ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER NOTES. H10A 1015 ENGINEERED LUMBER COLUMN PER STRUCTURAL Q3-1/2"x9-1/2" COVER NOTES. FRAME TO FRAME 5-1/4"x5-1/4 ENGINEERED LUMBER COLUMN PER STRUCTURAL H10A-2 1245 COVER NOTES. HTS20 w/(24)1 Od x 12" NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER NOTES. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 ENGINEERED LUMBER COLUMN PER STRUCTURAL O7"x7" COVER NOTES. 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL (2)HTS20 w/(24)10d x 12' NAILS COVER NOTES. REQ'D. @OPENING 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER NOTES. STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & t" EPDXY ANCHOR WMIN. 7"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)t" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131°x2211 110d .14.8"x3" 1124 .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 24" 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 &(6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx1T" NAILS OR 62x8 WITH 1/211 FLITCH W/(6)1 Od NAILS & (14)4n x2 3,, �- 1 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 T 1 R 2 META20 2ME A 60 O O 2)2xl2 #2 SYP w/12" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 1z' NAILS FRAME TO CMU (1)ply 1985 (2)ply 1900 (1)ply 1985 (2)ply 1900 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE 3 H1OA w/(18)1Od x 1�' NAILS OR H10A 1015 H10A 1340 F I (2)ply TRUSS H10A-2 w/(18) 10d x 1T" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS ,& (18)4"x24" TAPCONS PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12' NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @OPENING TO POST: SIMP. HTS20 OR LSTA18 51 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 E MTS 12 w/(14)1Od x 1211 NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 aMGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x2.1" NAILS & t" 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 E HGT-2 w/(16)1 Od NAILS w/$' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)1 Od 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)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928p1f 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 DLTT20B 18 w/(10) 10d NAILS & 5' EPDXY ANCHOR WSIMP. SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7 EMBED. CMU HTT4 w/(18) 16d x 2 'NAILS w/28" EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN, T' EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x12" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 114"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS GIRDER TO COL./ BEAN 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 1 Od NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. 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, @ 3211o.c. MAX. AND (2) AT EACH CORNER, 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP, H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR 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. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN, 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 62x8 WITH 1/211 FLITCH W/(6)1 Od NAILS & (14)4n x2 3,, �- H2x10 PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H2x12 2)2xl2 #2 SYP w/12" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5xl 1.26 (2)2x12 #2 SYP (10) 1 O NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 H3x12 PLATE NAILS ,& (18)4"x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D. @OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & 1'-0" TO 3'-11" 1 (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 8'-0" TO 9'-11" 2 NAILS & (1.8)4"x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75 x16 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 65.25x16 (3) 1.75"x16" LVL * U.N.O.FASTENLVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 63.540 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2xl2 #2 SYP w/12" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.26 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ �' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES; W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND Q 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. BASEPLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 0 CONTINUOUS FROM FLOOR TO CEILING. F- 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING CL ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS V WITH CABINETS AS SHOWN ON PLANS. W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS o 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. ,moi THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY LLI TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN ®®®®��r��IBff®'®®®® Uj M PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ® •®°®®• o OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO °` • .® Ifj ®°®U co CONSTRUCTION OR TRUSS FABRICATION; FINAL TRUSS LAYOUT AND TRUSS SHOP ,•` % �� ®Y 6 DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW `� �'. ti2j,1 �°°�= Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE �p j ,2 aro PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS • Z `x . , SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR , ti W < 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 O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ®iP �0®e® ca u,- 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 rr ll ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED V O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER ll THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. NT BUILDER NOTE: 3J a IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE o z° TRUSS MANUFACTURERS LAYOUT v o O STOP____ 4 AND CALL THE ENGINEER OF RECORD PRIOR TO H �s1G� PLACEMENT OF ANY TRUSSES ' U NAILING SCHEDULE: o "- ROOFS. 'Q 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 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND M 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR fy TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE O Z SPACED NO MORE THAN 24" O,C, LD U GABLE ENDS: U W ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. o M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER �C °� z m EDGES 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z .. U' Z Z z ©�� EXTERIOR WALLS: O W j gp g g g z g SEE WF10/SD4 FOR MORE INFO. r� U) a X .... NAILS: �,,,� V Z d< Wei O E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W U , Is 43 t3 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, 06 Q M HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZEF' EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY �,m J v'� Q p TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. W O APA SHEATHING NOTE: W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED _ Z� PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END ,.11..�.�. WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES � a GENERAL NOTES 11 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 0 N 11 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS, 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF Q M LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z W 0 J J ra W LLI NAILING SCHEDULE 0 FLOOR SHEATHING TO BE a' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION Q PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). 2 N W NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL W m SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZEO Z Z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. l"` J U 9 WWiz NOTES: o 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL �- MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER, srRuc ruRAL ENG: CFG /BED ---.._ _ 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH STRUCT: MB / DJ DIMENSIONS NOT SHOWN HERE. - --- -- QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED NOTES & CONNECTOR LEGEND DATE: 07/24/2017 1/4"=1 1-011 S4m 1 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. LI L STANDARD 2ND FLOOR FRAMING � 0 La cti W LU 4:�®®®®oo®®®J%® ®®® V O Z LL A®`yid U ® J �Q-®off ®® `®-.JZ ISS o® �C .®®"� Q 1L .o i- p ® oo®o® U - U O �f CV U 3� o 6 tra" UU C O X�X R13 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C _ III o Z III R13 0 04'� Q� R12 R11 � III n Ir N R10 SO Z Z SO = III SD5 A 4 [C V 5 Ao --� -ip$r' SD5 R14 ,'� W Q' 06� "' r C� J09R15 Z CD P ucni�zP J08 N I R15 ( III = Bw2 = II C( Z ; < E J07 H2X6 A III R16 LL 0 US 11 � W U. z �~�� J13 6„ R17 0 o a o !J(07. J12 O o R21 W o WU)J14 A H2X6 ME L ti� n °9 Q � Z O N ZWO 0 J J V) W LLI CI � OPO 11 W IM v � �-ZO QQ= a STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 ROOF FRAMING PLAN X4.2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/411-11.011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. NOTES: W a (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE ' 8'-0" 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 16" O.C. MAX 16" O.C. MAX 9'-0"" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 9'-4" 2x4 SPF #1/#2 12" O.C. MAX 12" O.C. MAX WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2x4 SYP #1 12" O.C. MAX 8'" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE -- SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN - 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR _...... W._. 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE TO FOLLOW THE DETAILS INDICATED BELOW' 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPE #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) O ~ 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. � V � W � 0 La cti W LU 4:�®®®®oo®®®J%® ®®® V O Z LL A®`yid U ® J �Q-®off ®® `®-.JZ ISS o® �C .®®"� Q 1L .o i- p ® oo®o® U - U O �f CV U 3� o 6 tra" UU C O X�X R13 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C _ III o Z III R13 0 04'� Q� R12 R11 � III n Ir N R10 SO Z Z SO = III SD5 A 4 [C V 5 Ao --� -ip$r' SD5 R14 ,'� W Q' 06� "' r C� J09R15 Z CD P ucni�zP J08 N I R15 ( III = Bw2 = II C( Z ; < E J07 H2X6 A III R16 LL 0 US 11 � W U. z �~�� J13 6„ R17 0 o a o !J(07. J12 O o R21 W o WU)J14 A H2X6 ME L ti� n °9 Q � Z O N ZWO 0 J J V) W LLI CI � OPO 11 W IM v � �-ZO QQ= a STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 ROOF FRAMING PLAN X4.2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/411-11.011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0"" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 9'-4" 2x4 SPF #1/#2 12" O.C. MAX 12" O.C. MAX 10'-0" 2x4 SYP #1 12" O.C. MAX 8'" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS, IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPE #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. � 0 La cti W LU 4:�®®®®oo®®®J%® ®®® V O Z LL A®`yid U ® J �Q-®off ®® `®-.JZ ISS o® �C .®®"� Q 1L .o i- p ® oo®o® U - U O �f CV U 3� o 6 tra" UU C O X�X R13 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C _ III o Z III R13 0 04'� Q� R12 R11 � III n Ir N R10 SO Z Z SO = III SD5 A 4 [C V 5 Ao --� -ip$r' SD5 R14 ,'� W Q' 06� "' r C� J09R15 Z CD P ucni�zP J08 N I R15 ( III = Bw2 = II C( Z ; < E J07 H2X6 A III R16 LL 0 US 11 � W U. z �~�� J13 6„ R17 0 o a o !J(07. J12 O o R21 W o WU)J14 A H2X6 ME L ti� n °9 Q � Z O N ZWO 0 J J V) W LLI CI � OPO 11 W IM v � �-ZO QQ= a STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 ROOF FRAMING PLAN X4.2 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/411-11.011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" GRADE 60 METAL LATH OR WIRE SCREEN BEND 0 �. THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 -SHEAR WALL AT OPENING OVER COURSES NOT REQ'D . TYPI AL SHEAR WALL SEGMENT WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER ,t ♦. ,YY: 3 1 TO BE FILLED. (SHEET METAL g #3 PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF 15 & PAPER FELT PROHIBITED) 41/4 91/4 SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS 5 5/8 91/2 20 °.?,, • TRANSOM OPENING CORNER AS REQ'D INDICATED IN 31/8 7 113/4 25 33/4 7 151/2 30 #6 LINTEL, #5 TO BE 18 1/16 A. -R~ 30 HOOK PER 81/16 181/2 WINDOW BY BUILDER #7 �'' HOOKED INTO SEE DOWEL PLAN FOR 35 • MD08 SEE WF01/SD1 FOR /MORE INFO \ 42 :: •' T. FILLED CELL INFO. MIN. (1) IS REQ'D ON SIDE VERTICALS ' + #6=3L#7 , w. EITHER SIDE U.N.O. ''j -STRUCT: MB / DJ •' :• .•. ° ° A 4. d IL JOB No. TM - 2171277 d. , q A.: SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1806 HOOK (2) 2X8 SYP#2 P.T. HEADER w ---_TURNED SIDEWAYS. ADA LINTEL PLAN- REBAR SPLICE DETAIL ATTACH TO MASONRY .. `'. 5 SCALE:- WALL W/ SIMPSON HU28-2 �:.�, ', DOOR OR WINDOW OPENING 'Y•:• l '.' • MANGER @ EA. END. W/ n d y: A (14) 1/4" x 2-3/4" TAPCONS LL TO MASONRY & (6) 1 O "e` w..4 w�� , �� • r�r,r� ire'•d d NAILS TO HEADER J w LL 1 y Q ZBOTTOM STEEL IN LINTEL IF ° ° e Iia' g 0 co w ° d INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER M008 a ;• a A A° 4° ROUGH OPENING PER PLAN — 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 w •A w STD. 90 DEGREE ANGLE 3000 psi A °. le CONC. w/ (1) #5 DIA. REBAR _O w 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 09 • • dM ' BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE Q a° ° • '. MD08 FOR LAP INFO. ° . SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 A BEND 0 �. LAP SPLICE BEND 0 NON -SHEAR WALL AT OPENING . TYPI AL SHEAR WALL SEGMENT e e "D11 "A„ ,t ♦. ,YY: 3 1 licil g #3 d d 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 °.?,, • TRANSOM OPENING 24 #5 31/8 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE 09 • • dM ' BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE Q a° ° • '. MD08 FOR LAP INFO. ° . AC16k TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 A BEND 0 LENGTH LAP SPLICE BEND 0 NON -SHEAR WALL AT OPENING . TYPI AL SHEAR WALL SEGMENT loci) "D11 "A„ ,t ♦. ,YY: 3 1 licil "D11 #3 d 41/4 AC16k TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" LINTEL W/ TRANSOM DETAIL 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 11NI "B" loci) "D11 "A„ ,t ♦. ,YY: 3 1 licil "D11 #3 . • LINTEL PER PLAN 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 °.?,, • TRANSOM OPENING 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 FRAME INFILL AROUkD, 18 1/16 A. -R~ 30 41/2 81/16 181/2 WINDOW BY BUILDER #7 �'' 16 SEE DOWEL PLAN FOR 35 • .��;. SEE WF01/SD1 FOR /MORE INFO \ 42 :: •' T. FILLED CELL INFO. MIN. (1) IS REQ'D ON :�'••�.,� DRAFTING: + #6=3L#7 , w. EITHER SIDE U.N.O. -STRUCT: MB / DJ :• QC CHECK: AML ° �.' ..B.. JOB No. TM - 2171277 d. , q A.: SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1806 HOOK (2) 2X8 SYP#2 P.T. HEADER w ---_TURNED SIDEWAYS. ADA LINTEL PLAN- REBAR SPLICE DETAIL ATTACH TO MASONRY .. `'. 5 SCALE:- WALL W/ SIMPSON HU28-2 �:.�, ', DOOR OR WINDOW OPENING 'Y•:• l '.' • MANGER @ EA. END. W/ .•.� MAX. OPENING 4 FT y: A (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11NI "B" loci) "D11 "A„ 11611 licil "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 18 1/16 14 30 41/2 81/16 181/2 36 #7 43/81913/ 16 16 1/2 35 51/4 913/16 21 3/4 42 PROVIDE CLEAN OUT OPENING �W, GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 13'-4" 50 ip 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 CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24 -1B / 8F24 -0B 8F32 -1B / 8F32 -OB 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. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY - - -- 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Q 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 -9 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD 8'-0" 354 726/699 1843 / 1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ry 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. (-) 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN, DIMS (D 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. cl 12'-0" 239 418 / 297 4075 / 1045 18381 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 13'-4" 0 328/0 1234/0 1779/0 2662/0 10 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 A O 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSL W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. f PRESTRESSED LINTELS = 6000 psi. �- 20'-8" 0 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 1 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-OB 8R14-lB/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL ®�®e��ll ��r®SIA W 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW c� ® y�f� 6+��®®® p: 2'-8" 1425/1426 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. ® oo•0000®o � ®'®® Ld 00 3'-0" 1230/1230 2769/2769 4085/4085 �� Q ®res r �, ®�•L ® -�-� Z 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE . ® ®� _ S . U 4'-4" 846/833 2121/1716 3127/2839 ® 5'-4" 664/572 1761/1761 2595/2595 MARK LINTEL F =FILLED WITH GROUT / y , ® v uj Q 6'-4" 526 / 434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R = RECESSED & y a® `"e C� Z a 7'_4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ a®6'� o®®oo® ®®®oo ® O 8'-4" 415/235 1152/1152 16941 1552 O 8RF6-1B/1T 8F 16-1 Bbl T BOTTOM OF LINTEL CAVITY ®�co -•yy m L 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8F8-1 B/lT �-- QUANTITY OF #5 REBAR AT TOP 2 FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-16/1T NOMINAL HEIGHT 8F16 -1$/1T NOMINAL WIDTH O TYPE DESIGNATION �o O 8RF14-OB/1T M C.� Jfyl d O 8F16-0B/1T 1-1/2" CLEAR U .„ �O o cU 8F20-1 B/1 T 0z O8F20-OB/1T < _ #5 REBAR AT TOP MIN. (1) REQ'D C, U o O Q C.M.U. Z O 8RF22-1B/1T � g ° GROUT rr O 'h z #5 REBAR AT BOTTOM OF LINTEL a.. V Z O 8F24-1B/1T r CAVITY c 4 O 8RF22-OB/1T BOTTOM REINFORCING PROVIDED a 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24-OB/1T 8" NOMINAL WIDTH 0a" 8RF30-1 B/1T FILLED P 8F32-1B/1T 1-1/2" CLEAR O 8RF30-OB/1T e. y #5 REBAR AT TOP MIN. (1) REQ'D Z O 8F32 -0B/1T U 0 V =� < C.M.U. a V5 d PZ 8 O 8F38-1B/1T 00_ a W S n D (6 14 n 8F12 -1 B/1T �+ ad WO � S l O 8F40 -OB/1T �I`---'I` BOTTOM REINFORCING PROVIDED z F 7-5/8" ACTUAL IN LINTEL (VARIES) F- Ow 8F8 -OB/1T 8"' NOMINAL WIDTH � � j <�� 0 c' X �.. UNFILLED Z z X I W o a<� , SAFE LOAD TABLE NOTES r " `� use 11 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W Z Z U. < LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL .. J O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 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 W_ 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ....�..r�Y.. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS 1N 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. i( —�L Z 0 N /1 � Q M zIll 0 Q J J Ra y W W W0 0 a �tnlL� acwM COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULT E ny use; uIp I a p y p 0 _ L z 0 rrrrr '• ti, r• MINIMUM e 4 "A�tl Q #3 = 2 Y2' a .;#4=2%2#5 = 2 Y216-01 Ul STRUCTURALENG: CFG / BED DRAFTING: + #6=3L#7 = 3Y2" -STRUCT: MB / DJ QC CHECK: AML ° �.' ..B.. JOB No. TM - 2171277 d. , q A.: SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1806 HOOK DATE: 07/24/2017 ADA LINTEL PLAN- REBAR SPLICE DETAIL 5 SCALE:- S A d I•c tion or transfer of these documents without the ex ressed written consent of MC7NTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC is strictl rohibited R ASSOCIATELLC OF M & ING & D SIGN W COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MONTA CONSULT E ny use; uIp I a p y p J- - - -- (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRG WALL PER w TIE BEAM SPLICE TO TIE BEAM SPLICE TO �' 1/2" J-BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING BE MIN. 25" GROUT I'� BE MIN. 25" GROUT ° PAST DEEPEST STEP FLUSH w/ FOUNDATIONWALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID REQ'D BELOW MASONRY WALL ----° MASONRY WALL °w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" MIN 4 CONC. SLAB PER SEE PLAN i SEE PLAN Q FOUNDATION PLAN COVER TYP.2 1/4„ 1-1/2” COVER TYP. FOUNDATION PLAN v7 V) CONIC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER z CONCRETE SLAB PER w 01 FOUNDATION PLAN FOUNDATION PLAN 1I$ FOUNDATION PLAN g FOUNDATION PLAN w g Ix z > 10 2x PT SILL PLATE 2x P.T. SILL PLATE I' VARIES a.�.' w n a. wa o- a SEE PLAN a ° I' w m co1 . a° ; .° a a c ' GRADE < a GRADE w ° --i , - 4.. ° . e — — —1 O —_ ° 1 ° ° 4' : _ — ° ° ' ° . _ ° ' ° 4 —_— — -III—III—III • — ° ° .e :: e .•'a. . • Q ° 1- © �'' ° ... e e O . ' n - =1 oo —III � .--•-I I -.-- • ° . I = � � � _ _ .� _ I (I a ° _ _._.. � _— — =I I 1=1 I — -=I � I=III-=1 I I— � �� : � ,'�:.;: '�• I I1—I I I- _ w Z — —_ — = _ ; _I = _ —I ' _ _ _ d . , '°- _ ¢ 1— I I— I I I _ _ °4. .e - ° P I�II�--ISI ISI -I �. --_I�.._.III U o - —:° a I I- u o Q I— I I—� — __ _ -- —I_I I I I I; I v > ° - - , -1 11-1 I I I= I -1 I- I I =. - I- I I 1-1 1=1 h III-III I► I-I I I_ I -� �n ,1 III I (2) #5 BARS CONT. _I 11 I I I I I I IT 1 1 8" 1611 w _ (2) #5 BARS CONT. '� I I CLEAN COMPACTED W/ 3" COVER TYP. CLEAN COMPACTED W/ 3 COVER TYP. 3" BOVEhi FILL @ 95% STANDARD COVER TYP.; AT 8" 811. 8" > 2-STORY COND. (3) #5 c 3 COVER CLEAN COMPACTED O 2 #5 BARS CONT. w/ 3" CLEAN COMPACTED CLEAN COMPACTED O II 11 II BARS REQ'D &FTG TO FILL @ 95°/n STANDARD DENSITY FILL @ 95% STANDARD U 6 8 8 FILL @ 95% STANDARD FILL 95% STANDARD 81, 1'_411 DENSITY 8,1 11.41 COVER TYP.; AT @ 01 DENSITY (2) #5 BARS CONT, w/ 3" M 2-STORY COND. (3) #5 DENSITY BE 20" WIDE DENSITY COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE - - SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE S W AFO)�TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING AFO:�NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING F 0 BEARING SLAB STEP DOWN AFO FOOTING AT INTERIOR BEARING 3/4"=1'-011 3/411=1'-0" 3/4"=1'-0" 3/4"=1'-0"3/4"=V-0" 11_ 1 " 3/4 -1 -0 3/4"=V-0"r�aw�id�®g®� OPT. MASONRY CURB ®� .•• ��✓�®® LLt ao @ ELEV. 0'-0" W/ (1) #5 cr°° ��s. ®P ®•®®®®� ®moi J VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D o7 ••�, • (j j Z CONT. BAR m •. �C STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w ®� \ " °'� 2 U SLOPED GROUT TO w ®w _ I1 DRAIN ° MASONRY WALL � Q BUILDER OPTIONAL CURB BY ° .a' M I �� ®®•••® ®®°®v� ®° z Ca 11 MIN. 24" BEFORE .°r.I SEE PLAN" ® ®® ®®®® •. w, -�,C CC I1 CONC. SLAB PER ANOTHER STEP z 8 x12 THICKENED e �. I ° : CONC. SLAB PER (1) #5 FROM FTG. TO ®® �� ®®� m I,,_ 11 SLAB w/ (1) #5 CONT. ° ° TIE BEAM MIN. 11 CONC: SLAB PER FOUNDATION PLAN SLOPE a FOUNDATION PLAN w/ 3" COVER TYP. I ° I #5 CONT. PER MFG FOUNDATION PLAN SPLICE GROUT CELL 8 w ° REINFORCEMENT SEE « ` SOLID PER PLANS ~.JR n 4 4, • GRADE w ° . °° ° °e • . a 4 I FOUNDATION PLAN r l °'. _ •; 4 •..•. __ o j .r �..� ,� w n ° ' �' I 'ae ,. FOR QUANTITY a' I . V O _ °.. a ..Lu / e ° ° ' — ao ;• " _ �. °. 11 , THRESHOLD PER MFG a — - #5 x 25 x 25 CORNER 4 ° ' 4. . w sof _ II g a ,. 1 1-111: _ a� ° e e : — °' o BAR, ONE FOR EA. — - - ° a e ° — - lsJlM d °e.' ° ° °' ° O y I. <a III III —' I=I I=III I qT a' HORIZONTAL U _a -4 °. I° CONC. SLAB PER w I -III �, 11= ISI1-III=I i= 8 I 811 I I_ d ° A' ' . , — d REBAR, TYP. U.N.O. m I _ — — — co 4 - - I ; - 4 .'• • ' a' ° ° - 1 ' ° ° ° ° ° ...1a FOUNDATION PLAN _ _ i— ° 1a. a I—III-- �I i II '_..-I I II--- •-- I I- a w .•A•r�r.dm � r� ��A� �, •� '° �. I I it "° a. 4 e .d. 1 .'° z —III I, . III I TI I I—III w _ _ �" .� .� .� : 4 ° . e°BARS �I I -I ° e (3� — rr.'�riw 4�• rr rr°! err ° . ° M :•. I�III11111111j1111 ,. II—III—III II e4 .._.__�_�.a .II- pq U O 2 # e.':.:. w O 5 CONT. —I 1=III=1 I I III— I (2) #5 CONT. w/ 3" ° y� , ' SLOPE W/ 3 COVER TYP.; @ 1�_4 z (2) #5 CONT. w/ = 16" MIN. — I - COVER TYP. ' .°,: 2-STORY CONDITION p� 1.411 x I I� PER MFG SLOPE EXT. SURFACE (3) #5 BARS W/ 20" m Sti (2) #5 BARS CONT. M COVER TYP. -III—III--) I I— I I—I (2) #5 BENT BARS w/ ,1 WIDE FOOTING W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE FO GRADE 1/4 PER CLEAN o Z FILL.@ 95% STANDARD FOOT AWAY FROM FILL @ 95%STANDARD � p4i�b9 CTED WHERE 2ND STORY OCCURS, FTG BUILDING �.. 0 SHALL BE 1'4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT DENSITY FILLER FO FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE (MFOE TYPICAL STEP FOOTING DETAIL NF1C TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL NF1FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" 3/4"=V-101" 3/4"=1'-0" 3/4"=1'-0" J FILLED CELL PER PLAN #5 DOWEL W/ MIN, 6" Z ® WOOD POST PER PLAN EMBED. INTO MAIN < 0 FOR SIZE AND BASE FOOTING W SIMPSON p., 3/4 CONNECTION EPDXY @ 12" O.C. uj Lu � . TOP COURSE TO BE CONCRETE STAIRS AS Q °� < •. go ro GARAGE - CHAIR BLOCKS. REQ'D PER GRADE W/ U go _ _ _j `t ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER CLEAR MIN (1) #5 BAR z FILLED SOLID FOUNDATION PLAN FOUNDATION PLAN NOSING TOP VIEW @ CORNER SEE ELEVATION O CMU BASE w/ (1) #5 ° ° ° . #. �. " * ° - °'° SEE Z GARAGE WALL VERTICAL @ EACH — ° .. ° ° o �: .. 4 PLAN O CORNER. SEE FLR. — ' :.f '. Q U BEYOND —I i I—I I I= . .. co ih F- CONC. SLAB PER PLAN FOR BASE SIZE °. e. ° : ,.. - 1 4 co 0 I'. z (2) #5 DIA: BARS @ TOP I 4 �. z4 (2) #5 DIA. BARS @TOP — ,.. I .. 4 ° n w z r W Zil"� FOUNDATION a, a ° _ ° , ° . . DRIVEWAY BY a' O =1 I . ° _ WHEN MONO DEPTH _ ° WHEN MONO DEPTH w J PLAN BUILDER- CONCRETE °, H --- 1. 1. ` O 1 III-1 I :..... co o- z "'q I-- O SEE FOUNDATION FOR o �C EXCEEDS 26 , IF --I i- EXCEEDS 26 , IF _ ° ° ° . a ° f-- v OR PAVERS �° ° . �. > -III °' . °Q' °'. M. ° DEPTH < 26" THESE PAD SIZE e I •.° w DEPTH < 26 THESE I — a _ ° e ° BARS ARE NOT REQ'D -1 I 1 ' BARS ARE NOT REQ'D I I — ,° . " GRADE "GRAPE W CONC. SLAB OR p w #3 STIRRUPS @ 48" -1 4 ° ° #3 STIRRUPS @ 48" _ 4 ' : ° W °a 'a . PAVERS PER PLAN 1 , a „°.I .. V — 4 I — I I ° a —I a ° O.C. WHEN MONO = I I- a.. �.'4 1 I= I I= IZ O.C. WHEN MONO-- DEPTH EXCEEDS 26 , -I I =1—I 1 ° I-= I —1 g DEPTH EXCEEDS 26 , � ....�"� 11 II — CLEAN COMPACTED , ° I - 11 _ 11 I =1 •a�.+.,� i..'.�;: I cv 20"x8" _ I — l— — —1 I °.,. .1. as .1 •e. a : ' I- IF DEPTH < 26 THESE —1 1= c{r..�..; ah'; =I I IF DEPTH < 26 THESE 1=I 1- 1=1 I 1=III - I I I I i I I FILL @ 95% STANDARD111-1H . , �;• . •. 8 4" A 4-. — BARS ARE NOT REQ'D I_ :, ': ',� = I I BARS ARE NOT REQ'D THICKENED I I 1-1 11—I I I I DENSITY" ° •, e1- EDGE W/ (2) #5 T I — 1— I I CLEAN COMPACTED (2) #5 BARS CONT. W/ , ; , I I, ; , I, ; , i _ CLEAN COMPACTED CONTINUOUS T_8'I - 4 ' Q� e _ 2 #5 BARS CONT. W/ N 3' COVER TYP. CLEAN COMPACTED � . •.'° ''' • • • ' � .° ' .. '° ' O � I 1'-4" FILL 95°/n STANDARD �� ° FILL @ 95% STANDARD ' 1= I = =1 3" COVER TYP. DENSITY@ 3 COVER TYP. 11_411 FILL @ 9 /o STANDARD DENSITY F1 THICKENED EDGE @GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN AF2�DEEP MONOLITHIC FOOTING AF2)`liiIi,DEEP MONOLITHIC FOOTING W/ STAIR Q 3/4"=1'-011 3/4"=1'-011 3/4"=V-0" 3/411=11-011 z 0 C 11 TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION z W O QJ_.I 4 d 4 �.. W .Q C Q a .. , 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — 4 FINISH PER ELEV. CENTERED AT PIPE I -1 1 (=I —a =1 1 I--- I IY W 0 1 CONC. SLAB PER FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION 1 — III _ _ 2U)w FINISH FLOOR ELEV. �o - 4 °4 I =11 I II I h W M 11 PENETRATING FINISH FLOOR gI _ aQ a III=II- O V Z RADE PIPE PENETRATING PIPE I=1I I I-1 I I— I=) - V Q 0 �- A SEE FDN. I 1 (–W7 — • •°..,•:.; .. — �' :'�. � •; ': .:. .4 ..a � �' PLAN FOR a : .. LOOP TIE (TYP.) 0 4a a: 4'�.v Q.. — ,I I SIZE &REINF. I_ O H F- �. � • _•. '. . • . -' I 1-1 I I--- I I•-----I . ' ' • ... � I_I= — M ;�� —11111 1=1 111=111=1 — PIPE PERPENDICULAR TO FND All PVC SLEEVE MIN. FOOTING PER PLAN z_ I I=1 I = =1 =I = I 1—) I STRUCTURAL ENG: CFG / BED DIAMETER TO BE 2 'i=1 I I- -III—I 11- 'oIII=II —STANDARD PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN _I I= = = _ I I 1 _ 1 DRAFTING: THAN THE FILL @ 95% _I I — SEE FDN PLAN I , PENETRATING PIPE (I-` I I- STRUCT: MB / DJ SIDE VIEW) DENSITY FOR SIZ PVC SLEEVE I —) I _ &REINF.• ,..- I Qc CHECK: ------AML (FRONT VIEW) JOB No. TM - 2171277 SCALE: AS INDICATED PIPE VERTICAL THRU FDN HATE:— W 07/24/2017 F1 TYPICAL FOUNDATION PENETRATIONS NOT USED 3/411=11-011 SD1 COPYRIGHT MCD 2014: 1he information contained in this document is copyrighted and is the exclusive property of MON I A CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent 01 MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC, is strictly prohibited. w Q J NOTES: ' LINTEL (SEE PLAN) (1) #5 BAR IN PRECAST MIN, 1 • MIN. (6)1/2"x5" TITEN HD W/ 3-1/2" MIN, EMBED. 4"MIN. FROM TO BE INSTALLED WITHIN (2) 2x TOP PLATE W/ 1 2. MIN. (6)1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 4-112" MIN, EMBED. Wl SIMPSON SETAP EPDXY OR EQUIV. USE 2x6x12 P.T. SYP #2 CENTER I TYPICAL TIE BEAM w/ 3000 psi :'.• • • • •°: + : HOOK 2x2 SQUARE WASHER BUCK SEE PLAN FORWALL NC. w/(1) #5 EBAR CONT, CO R � .. . .. 7/16" O.S.B. EA, SIDE ARCH PER ELEV FOR BEAM SIZE 2x BLK'G. TO O.S.B. W/ .° ,, ° 1/2" J -BOLT w15112" EMBED. FRAMING INFO ',;:'�; ; a1..•. .• . d ••,' SIDES FROM TOP OF W 2x P T SYP #2 NAILS 11 -- .. • • °. � STD HOOK :•1 ' " �'.-W --�-* _. ==. -= MIN. (6)1!2" DIAMETER 1/4"x2-3/4" TAPCONS 24" @ BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM - O.C. & 4" FROM ENDS WALL SCHEDULE ° a FURRING TO CMU W/ 2x FRAMING PER #5 REBAR VERT. �� 1 1/2 OF gPENING ANCHOR NOT PERMITTED PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D a PLAN J NOTES: ' LINTEL (SEE PLAN) (1) #5 BAR IN PRECAST MIN, TYP. TRUSS TO FRAME 4"MIN. FROM TO BE INSTALLED WITHIN CONNECTION PER 1 INFORMATION 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (HEADER CAN BE NOTES TYPICAL FILLED CELL A 71 I END VIEW w/CMU LINTEL 16" O.C. W/ HEADER (SEE PLAN) FACE OF CMU 1-112" OF HEAD JOINT 7/16" O.S.B. EA, SIDE ARCH PER ELEV FOR BEAM SIZE 2x BLK'G. TO O.S.B. W/ 1 <4 END w/ 3000 psi CONC. w/(1) ',;:'�; ; a1..•. 716" OSB W/ (2) 8d SIDES FROM TOP OF (2) #5's VERTICAL IN -- SIDES FROM TOP OF JAILS MIN. (6)1!2" DIAMETER ___ ------ CONNECTION TO BE I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER #5 REBAR VERT. NAILING SCHEDULEI * PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D GROUT FILLED CELL (1) SPH4 EVERY ATTACHED PER J -BOLTS USING 2 "X2" SQ. \� DO TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. , VERIFY w/ PLAN FOR BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE WASHERS & 5-1/2" MIN. 2x4 FRAMED CRICKET ° PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW REQ'D LOCATIONS 2x4 VERTICAL @ 24° O.C. MAX. w/ (4) 10d W/ GALVANIZED --� `ter FLASHING Z .I \/ EMBED. AT EA. 2x6 P.T. DOOR +4 + A J � 2x PLATES OVER ROOF DECK PER VALLEY H A K CHORD & (3) 10d NAILS TO TOP CHORD, NOTE FI '' a .h a FRAMING DETAIL IF WALL HEIGHT IS COMMONS 'ANC'HOR B G O DOUBLE TOP PLATE B BETWEEN 4FT & 8FT USE 2x6 SYP #2 STUDS ENTIRE COLUMN TO CONC. SLAB - FIRST ANC. HOR (BOTTOM &, SEE FOUNDATION . D SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ; C GALVANIZED FLASHING CMU WALL PER PLAN PLAN FOR MORE INFO BE GROUT FILLED w } 2x4 BLOCKING W/ (2) +*+ NAILED TO VERTICAL i I� TOP) 8" MAX ABOVE GARAGE COMMON TRUSS PER PLAN OR CONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF \ \ E 16d COMMONS END NAILED TO VERTICAL 2x4's SEE FOUNDATION OTG NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL U.N.O. F.F. & 6" BELOW TOP OF � . 1 #5 VERTICAL IN �� THREADED ROD PER I O '� BUCK. SPACE REMAINING (4) EQ. SPACED 2 TITEN HD ANCHORS w/ GROUT FILLED CELL (IF w._ ANCHORS @ 24" O.C. MAX PLANS. MIN. 6 FROM MIN. '"EMBEDMENT FOR HOLLOW REQ'D PER PLAN ,O°- END OF BRG. WALL/ q� BLOCK OR 3 1/2" EMBEDMENT FOR SOLID . '.r _.w_ -•Q 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL 'r ° „ F— w11 SYP #2 BUCK END 1 1l2" BLOCK. MAX. 6 FROM TOP AND BOTTOM ' NOTE: SEE MD08 ON co > o'i OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" Q._.__ m w _.__ ABOVE GARAGE F,F., EA. BASE PLATE LINTEL PLAN FOR o m a SIDE OF OPENING °� FROM TOP AND BOTTOM AND 12" O.C. ADDIT'L REBAR INFO 00 `t `= CONNECTION PER ERG BETWEEN g,,r 4 wl _ W -_-_ NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU .J SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL ADO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTS-' PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER h THIS SHEET 1 /2"=1'-0" (MAX. 170C) 1/2"=11-01 3/4"=1'-0" � ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD `-`"-- CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" J -BOLT OR THREADED ROD W1 --__ SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA, END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO 3/4"=1'-0" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS NOTES: ' LINTEL (SEE PLAN) (2) 2x PLATE ---'" 4• TYP. TRUSS TO FRAME ' 7/16" O.S.B. EA. SIDE ADDITIONAL CONNECTION PER 1 INFORMATION 2x BLK'G. TO O.S.B. W/ ARCH PER ELEV (HEADER CAN BE NOTES (2) - 8d EACH END EITHER UPSET OR I END VIEW w/CMU FRAME OUT TO BLOCK 16" O.C. W/ HEADER (SEE PLAN) EDGE AS REQ'D ILOCKING ATTACH TO 7/16" O.S.B. EA, SIDE ARCH PER ELEV FOR BEAM SIZE 2x BLK'G. TO O.S.B. W/ 1 (2) - 8d EACH END END VIEW w/ WOOD 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS 'x W/ (2) 16d TOE NAILS :ACH END 2x BUCK DETAIL 3) 16d COMMON NOTES: SEE TYPICAL HEADER SHEATHING PER PLAN (2) 2x PLATE ---'" FRAMING DETAILS FOR TYP. TRUSS TO FRAME 3/16" ADDITIONAL CONNECTION PER 1 INFORMATION STD. CONNECTOR I (HEADER CAN BE NOTES WALL WITH STUDS @ EITHER UPSET OR I WALL WITH STUDS @ DOWNSET) FRAME OUT TO BLOCK 16" O.C. W/ I16" (2) 2x #2 SYP SEE PLAN EDGE AS REQ'D ILOCKING ATTACH TO 'x W/ (2) 16d TOE NAILS :ACH END 2x BUCK DETAIL 3) 16d COMMON NOTES: SIZE TAPCONS (2) 2x PLATE ---'" JAILS (TYP.) 1x4 3/16" I (2) 2x TOP PLATE 12" O.C. 1 MIN. 2x4 SPF #2 KNEE 3/16" I MIN. 2x4 SPF #2 KNEE — STRUCTURE BY OTHERS IN THIS CASE. WALL WITH STUDS @ 3/16" I WALL WITH STUDS @ 2 1x4 SPF CONT. 16" O.C. W/ I16" (2) 2x #2 SYP SEE PLAN O.C. W/ ILOCKING ATTACH TO STRUCTURAL 3/16" FOR BEAM SIZE STRUCTURAL 1 SHEATHING ON BOTH I SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF 3/16" x 3 1/4" SIDES FROM TOP OF JAILS WALL TO BOTTOM OF ___ ------ CONNECTION TO BE I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULEI * PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D NAILING SCHEDULE "O SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SPI CLIPS AT BASE ARE REQUIRED A FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE NOTES: SIZE TAPCONS SPACING #ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1 x6 3/16" x 2 1/4" 121, STRUCTURE BY OTHERS IN THIS CASE. 1x8 3/16" x 2 1/4" 12" O.C. 2 STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. SHOWN FOR CLARITY MAX. 2 PLIES OVER INITIAL P.T. BUCK. 2x4#2 SYP CROSS 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6/16" x 3 1/4" " 6. WINDOW OR DOOR INSTALLATION BY OTHERS 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE ATTACH PER NAILING 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED VV/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. TOP CHORD VARIES 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS TRUSS WEBS NOT STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. SHOWN FOR CLARITY MAX. 2 PLIES OVER INITIAL P.T. BUCK. 2x4#2 SYP CROSS 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME BRACING (AT 45°) W/ OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (3) 12d NAILS TO RAT (FASTENING) ARE MET. RUNS. TYP EACH SIDE 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. CONDENSATE 6. WINDOW OR DOOR INSTALLATION BY OTHERS F— O U) Uj SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D T OR THREADED ROD W/ SIMPSON SET -XP �— (2) 2x #2 SYP SEE PLAN I EPDXY @ 32" O.C. & 6" FOR BEAM SIZE FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. 2x PT BOTTOM — -� PLATE BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM 3/411=1'-011 I % 3/4''=1'-0" 3/4"=1'4" ROOF SHEATHING 3/4"=1'-0" ATTACH PER NAILING SCHEDULE 12 SEE PLAN ^ " STANDARD TRUSS --- "'�- TOP CHORD VARIES A LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TRUSS WEBS NOT CLEAR BETWEEN FLUE & FRAME SHOWN FOR CLARITY I`----------1 2x4#2 SYP CROSS ROOF SHEATHING FOR STRAP BRACING (AT 45°) W/ 2'-0" ABOVE A POINT (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE A/C UNIT AND PAN I MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE MAX 48" MAX 48" I I DISPOSAL BY A/C CONT, ROOF SHEATHING NAIL PER PLAN SUPPLIER NEAREST ROOF ___ ------ CONNECTION TO BE -----_---_— __- —�- SUPPLIED BY A/C Mp ---------._._. COMPANY STRUCTURAL ®®••• Do V, U W SHEATHING m rad' u r� _j Z TYP. TRUSS TO FRAME W ca® ® = Q (j CONNECTION PER r `� �.0 _j STD. CONNECTOR •• 4;• Z NOTES ®•••• o•• ��` FRAME OUT TO BLOCK •®®'•®.••"��5 �!� aC Q LL EDGE ��7A, r®�®® m (2) 2x TOP PLATE rr ll (2) 2x #2 SYP SEE PLAN V O FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) O Ol�bJ r� MIN. 2x4 SPF #2 KNEE a WALL w/ STUDS @ 1B" • O.C. w/ STRUCTURAL 6 SHEATHING FROM W U p TOP OF WALL TO BOTTOM OF WALL. Z ATTACHED PER O is NAILING SCHEDULE rcp5ti PRECAST LINTEL OR OTHERWISE SP2 CLIPS c Z 909 U KNOCK OUT COURSEAT TOP AND SP1 CLIPS ++ °: AT BASE ARE REQ'D o O� MASONRY WALL 6F-O'NkKNEEWALL OVER MASONRY WALL 3/4"=1'-0" W his♦ C, z� U � v PRE-ENG.TRUSS PER < U)Z PLAN, 24" O.C. MAX IN ROOFING MATERIAL W O PER ARCHS I FQ„ �'• ---- SEE FRAMING PLAN 0 J Z ----'-' FOR CONNECTION F— w O INFO F_ r I'� SEE ELEVATION F- �•�/ TOP OF MASONRY Ld W SEE ARCH PLANS FOR W = .... OVERHANGINFO� CMU & 2" X 2" X 1/8 SQUARE - ''----- UPLIFT CONNECTOR �-N-"- WASHERS. ; .� . �----- DOUBLE TOP PLATE ••� S (SEE SCHEDULE) (2) 2x4 #2 SYP TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. COURSE W/ (1) #5 MASONRY WALL PER PLAN PLAN END LUS24-2 EACH FOR O.H. CONT. fi F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS BO1 A/C IN TRUSSES F01 DORMER FRAMING DETAIL TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) w — WINDOW PER >. FLOOR PLAN — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR Af� , ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 16�moi CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION NOTEF S : ROOHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of 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. 3/4"=1'-0" U1 Q Z 0 N 11 H � Q M ZWO 0J_j t/) W LLI w (J 1 OF - p W IM 100 U j L16 '.....' �...... Z..� � QQ= 0 F-2~ CL STRUCTURAL ENG: CFG /BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE AS INDICATED DATE. 07/24/2017 SD2 3/4"=1'4" 3/4"=1'-0" OA 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. SPECS W/ 2" MIN. CHIMNEY CAP F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE & FRAME B O ROOF SHEATHING FOR STRAP \ 2'-0" ABOVE A POINT \ \ WITHIN 10'-0" OF THE GALVANIZED FLASHING <C> CONT, ROOF SHEATHING NAIL PER PLAN � NEAREST ROOF EXT. SHEATHING * PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER \� DO TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW \ 2x4 VERTICAL @ 24° O.C. MAX. w/ (4) 10d W/ GALVANIZED --� `ter FLASHING .I \/ NAILS TO BOTTOM +4 + A J � 2x PLATES OVER ROOF DECK PER VALLEY H A K CHORD & (3) 10d NAILS TO TOP CHORD, NOTE FI '' a .h FRAMING DETAIL IF WALL HEIGHT IS COMMONS B G O DOUBLE TOP PLATE B BETWEEN 4FT & 8FT USE 2x6 SYP #2 STUDS NAILED @EACH END + * N CONC. SLAB - + SEE FOUNDATION . D SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ; C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) 16d COMMONS END PLAN FOR MORE INFO C H O RAFTER 1 } 2x4 BLOCKING W/ (2) +*+ NAILED TO VERTICAL i I� E OJ COMMON TRUSS PER PLAN OR CONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF \ \ E 16d COMMONS END NAILED TO VERTICAL 2x4's SEE FOUNDATION OTG FINISH PER ARCHSFIN I G 2x4's + + DETAILS FOR INFO G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 PER PLAN QTRUSS RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER F01 DORMER FRAMING DETAIL TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID U) w — WINDOW PER >. FLOOR PLAN — PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR Af� , ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 16�moi CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WALL SECTION NOTEF S : ROOHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of 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. 3/4"=1'-0" U1 Q Z 0 N 11 H � Q M ZWO 0J_j t/) W LLI w (J 1 OF - p W IM 100 U j L16 '.....' �...... Z..� � QQ= 0 F-2~ CL STRUCTURAL ENG: CFG /BED DRAFTING: -STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE AS INDICATED DATE. 07/24/2017 SD2 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 L 2_0" MAX. END NAILS EA. END I VARIES U RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE 1'-9" MAX. CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" I I I I I w O 0 I � I I I (5) 16d NAILS BRACE GABLE BRACING @ 48" I s TO BLOCKING O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.wh 45° PER PLAN. 16d NAILS. GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4"-8" < H:6 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO WHERE O.H. IS > l' -O", DROP 2x4 BLOCKING (2) 12d BRACE TO PLATE TRUSS BOT. CHORD SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" 3 1/4" HOLD 1/2" J -BOLTS w/ GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS,, (2) 16d - EACH END.AT 24" O.C. O.C. O.C. NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS@ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. 24" O.C. FOR FALSE BM w TRUSS PER PLAN IS TO BE BAYS @ EA. DIAG, AS SHOWN. FASTEN ROOFBRACING TRUSS WITH (3) 12d TOENAILS. O.H.OHSIZE BLOCK ADJ. BAYS @ TOENAILS EA. END SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6"' O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH OUTLOOKER EA.DIAG. AS SHOWN. 2x TOP PLATE TO TO BE CONT. @ THE TO BE CONT. @ THE O.C. MAX. .a GABLE END W/ 16d �I H2.5 CLIP. MAX 2'-0" O.H. BRACE TO LEDGER FASTEN ROOF NAILS @ 6" O.C. TRANSITION FROM TRANSITION FROM 0 FRAMING FOR FALSE - l DOWN FOR SHEATHING TO BEAM, IF REQ'D w/ (3) BEAM TO GABLE WALL TO GABLE BELOW 10d NAILS @ EA. TRUSS 2x4 LEDGER (2) 10d BLOCKS w/8d NAILS BRACE TRUSS TRUSS TIE BEAM COURSE w/ (1) \ TRUSS PER PLAN @6"O.C. SINGLE BASE & TOP (1) KING STUD w/ SIMPS. PLATE w/ PLYWOOD FALSE BM PER PLAN CONT. 2x4 SHEATHING COVERING IF REQ'D DOUBLE 2x TOP PLATE\ CMU WALL CONNECTION \ 2x4 DIAGONAL BRACE PAGE FOR GABLE BRACING' CONNECTION �'�--- 007)GABLE END @ FLAT CEILING CONNECTIONS 2x8 #2 SPF STUDS AT SHEATHING PER PLAN @ 48" O.C. TO 3RD ,. 16" O.C. FASTEN SIDE WALL DTC CLIP, (2) 8d NAILS \ BAY REQ'D w/ `____----- O.C. AND 6" FROM EA. BEAM PER PLAN SHEATHING PER PLAN. "`r� 2x8 #2 SYP PT. BASE END w/ NUT & WASHER \ SEE LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN (5) 16d NAILS BRACE \ \ CHARTGBACK, META16 @ TO BLOCKING \ GABLE BRACING (+) 6" FROM EACH END APLEDESEE STD EXT. SHEATHING; VAULTED CONDITION @ CMU \ SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART DIAGONAL TO BEAM DIAGONAL TO TOP PROVIDE 2x4 BRACE PLATE TO EA. ADJ. DIAG. TFASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D BEAM CONNECTION FRAME WALL CONNECTION i6dNAILS. I PER CHART 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 L 2_0" MAX. END NAILS EA. END I VARIES U RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE 1'-9" MAX. CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" I I I I I w O 0 I � I I I (5) 16d NAILS BRACE GABLE BRACING @ 48" I s TO BLOCKING O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.wh 45° PER PLAN. 16d NAILS. GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4"-8" < H:6 7'-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" SIMPSON A23 @ EACH A35 DIAGONAL TO STRONGBACK W/ (2) 2x4 BRACE 2x4 BLOCKING (2) 12d BRACE TO PLATE TRUSS BOT. CHORD 0.. 3 1/4" HOLD 1/2" J -BOLTS w/ STUD TOP & BOTTOM WITH H2.5 CLIP. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ � PER PLAN EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w TRUSS PER PLAN MAX. ATTACHMENT w/ (3) 10d Y z TOENAILS EA. END END NAILS @ EA. PROVIDE 16d NAILS \ -� OUTLOOKER GABLE END TRUSS TO 2x TOP PLATE TO U_PLT.@12" q O.C. MAX. .a GABLE END W/ 16d �I W/(2) 12d END NAILS BRACE TO LEDGER n m NAILS @ 6" O.C. W @ EACH END 0 FRAMING FOR FALSE - l DOWN FOR CMU WALL OR LINTEL a' HGA10KT @ 32" OC .. BEAM, IF REQ'D w/ (3) DOUBLE TOP PLATE OUTLOOKER BELOW 10d NAILS @ EA. TRUSS 2x4 LEDGER (2) 10d ; .. BRACE NAILS @EACH WEB TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ TRUSS PER PLAN #5 CONT. SINGLE BASE & TOP (1) KING STUD w/ SIMPS. PLATE w/ PLYWOOD FALSE BM PER PLAN LSTA18 HEADER TO SHEATHING COVERING IF REQ'D a FROM TOP OF WALL CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' CONNECTION �'�--- 007)GABLE END @ FLAT CEILING CONNECTIONS 2x8 #2 SPF STUDS AT 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 L 2_0" MAX. END NAILS EA. END I VARIES U RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE 1'-9" MAX. CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" I I I I I w O 0 I � I I I (5) 16d NAILS BRACE GABLE BRACING @ 48" I s TO BLOCKING O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.wh 45° PER PLAN. 16d NAILS. GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4"-8" < H:6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING -------�1 \ _NI / / /------ JQ' �— 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 VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. TRUSS PER PLAN 1PSON DTC, (2) 80 ILS INTO BLOCKING, 8d NAILS TO TOP kTE --- TRUSS PER PLAN TRUSS PER PLAN DTC CLIP; (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d LUZ 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 i ATTACH W/ (2) 10d NAILS @ EACH TRUSS " STD CONDITION a@ FRAME WALL BEARING CONDITION CMU WALL I- FHNG PER PLAN E O.H. IS > V-0", l3/4"=1' -Ori END GABLE w/ PROVIDE 2x BLOCKING )OKERS @ 24" Z 0 RUN BACK TO FOR NAILING O OMMON TRUSS 2x4 BLOCKING (2) 12d (2)16d NAILS PLT. TO 0.. NAILS, TOENAILED @ STUD TOP & BOTTOM WITH H2.5 CLIP. EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. C.1 (n � PER PLAN TO STUD) O TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. \ NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS — q ------ SIMPSON SIMPSON H2.5(TYP.) LAN W/(2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" W @ EACH END DOWN FOR ON H10A DIAG. DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN +a�� 2x4 LEDGER (2) 10d HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK &EXTERIOR TRUSS PER PLAN SHEATHING. g ATTACH PER PLAN (1) KING STUD w/ SIMPS. LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE Uj TO BOTTOM CONNECTION �'�--- 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ,. 16" O.C. 1/2" x 8"J -BOLT @ 32" DTC CLIP, (2) 8d NAILS `____----- O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR "`r� 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 "' °' IN CMU. OR SIMPSON ANCHOR BOLT OR TITEN HD 32" O.C. & SIDE OF EA. STUD. META16 @ CENTERED BETWEEN 6" FROM EACH END APLEDESEE STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING -------�1 \ _NI / / /------ JQ' �— 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 VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. TRUSS PER PLAN 1PSON DTC, (2) 80 ILS INTO BLOCKING, 8d NAILS TO TOP kTE --- TRUSS PER PLAN TRUSS PER PLAN DTC CLIP; (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d LUZ 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 i ATTACH W/ (2) 10d NAILS @ EACH TRUSS " STD CONDITION a@ FRAME WALL BEARING CONDITION CMU WALL I- FHNG PER PLAN E O.H. IS > V-0", END GABLE w/ )OKERS @ 24" Z 0 RUN BACK TO O OMMON TRUSS ;3) 12d TOENAILS. 0.. ECT TO DROP WITH H2.5 CLIP. -0 O.H. C.1 (n � O 2x4 c 6 24" O.C. =END THING FASTEN q LAN j W E AS REQ'D ON H10A DIAG. OCKING +a�� -- rn , i LLI M '0 `\4. °•. b�, .4®" Y GABLE BRACING @ 48" PROVIDE 2x BLOCKING ••> ' ®� hd = O.C. MAX. 45° FROM FOR NAILING ® 07, 0w ,C? • = 64 J HORIZONTAL (+/- 100) --� W ``, 4 O BRACE NOT REQUIRED ® Z 6' FROM EAVES. ®•, ` �o • " --a Q TRUSS PER PLAN ' �°.• ® et'•°�1 `" p SEE PLAN FOR '®� • ® �..•. 0�� o�® U_ SUPPORT AND TIE ®'®® PV DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS p @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAILFOR (FRAME WALL SHOWN; CONNECTIONS MAY ALSO BE g d fi�3J o MASONRY) z 'NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING*** � pq d O . z V NA �0 U �) Q GABLE END @ FLAT CEILING w/ BOSTON HIP " 3/4"=1'-0" (2) 2x TOP PLATE SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. (D OUTLOOKER ORCONV. FRAME OR ca Q W HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER c 0 1+ SEE HEADER CANTILEVER PLAN 06 SCHEDULE &NOTESc� W (.9 FOR ADDT'L INFO. `moi Q Z SIMPSON LSTA12 OR SP4 CONNECTORS @ _j 24"o.c. IF HEADER WITH GABLE TRUSS .,..,� UPLIFT SPAN 4'-6" OR Z • MORE. EXT. SHEATHING; 0 ATTACH PER NAILING U �CA 2x DOWNFRAME TO SCHED. p� W ' 1- DOOR AS REQ'D (2) 16d NAILS TO EA., J Z�� W °0 COMMON TRUSS .q SIMPSON META16 @ ~ V 32" O.C. GABLE TRUSS L1J MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT TRUSS ..� EA. SIDE OF HEADER WOOD WALL (!) (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY rGEO7 GABLE END AT VALLEY FRAMING Q o 3/4"=1'-0" Z HEADER STUDS PER O p HEADER SCHEDULE Q M U.N.O. ON PLANS Z LLJ O --� -� ra. I)W Uj ATTACH JAMB STUDS Y PER WF08/SD4 0 W O 1 F- O W m �." j Z o .� P.T BASE PLATE (� I'- oc N CL NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER STRUCTURALENG: CFG /BED PER HEADER SCHED. THEN .__T__.-....... -_ ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: MB / DJ STUDS REQ'D. QC CHECK: AML JOB No, TM - 2171277 SCALE: AS INDICATED DATE. 07/24/2017 FIELD FRAMED VALLEY DETAIL NV PF0 NON-BEARING WALL CLIP DETAIL tVVFOTYPICAL HEADER DETAIL NOT USED 112"=1'-0" 3/4"=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/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG, TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ NAILS PSPN616Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. L O.C. (FF OLLLL OW NAIL NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING TS THI NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE � T 10d x 3' COMMON 2 1/2" p z w 11 111 1/2" w N r11 01 N N N • N, OVERLAP TOP PLATE • AT CORNER 10d x 3" COMMON OPP. '• 0 TOP SPLICE @ SIDE z DOUBLE 2X4 TOP NAIL BOTTOM PLATE 0 ATTACH 2x8 STUDS TO O PLATE TO EACH PLY OF BUILT z I I a TOP PLATE W/ (4) 12d U U) ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL UP COLUMN BELOW W/ ¢ 00 TOP PLATE W/ (3) 12d A7 ALL LOCATION (2) 1 Qd NAILS U TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP STUD PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) ATTACH 2x4 STUDS TO REQUIREMEN S DETAIL FOR ALL TOP -TF-7i—r111 _. (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d TOP PLATE CORNER TRANSITION PLATE SPLICE 2 2x BUILT-UP COL. O WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT (2) 24's II 11 11 LOCATIONS) ¢ O • THEN (2) ROWS 10d ALL LOCATION NAIL AS SHOWN (5) 10d II Jill 11 II II CONNECTION CONNECTION EACH END oIl 0o NAILS @ 8" O.C. SIMPSON SP4 OR SP2 2x BLOCKING W1(2) (2) 2x TOP PLATE 48"tij7N XX HTS20 CLIP FROM U) ca 12d NAILS @ EACH END OTHERWISE 2x4 WALL BEYOND "" _ — -_ — _ __ PT POST PER PLAN U 0 LLO 2x8 #2 SPF VERTICAL AGAINST 2x8 STUDS FLOOR SYSTEM (D —— — 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. UL SDS SCREWS @ 16" ROOF TRUSS - SEE • ATTACHED PER SHEATHING PER BLOCKING @ 24" O.C. U _ -9 ' FRAMING PLAN FOR OPENING SIZE BEYOND SEE PLAN SCHEDULE & + w/ (2) 16d END NAILS �rgM/ (WF08/SD3) SHEATHING DIAGRAM LINTEL w/ (2)ROWS OF + ++ + (4) 12d NAILS EACH • EACH END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE � T 10d x 3' COMMON 2 1/2" p z w 11 111 1/2" w N r11 01 N N N • N, OVERLAP TOP PLATE • AT CORNER 10d x 3" COMMON OPP. '• 0 TOP SPLICE @ SIDE z DOUBLE 2X4 TOP NAIL BOTTOM PLATE 0 ATTACH 2x8 STUDS TO O PLATE TO EACH PLY OF BUILT z I I a TOP PLATE W/ (4) 12d U U) ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL UP COLUMN BELOW W/ ¢ 00 TOP PLATE W/ (3) 12d A7 ALL LOCATION (2) 1 Qd NAILS U TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP STUD PLATE FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) TYPICAL BUILT-UP STUD COLUMN DETAIL N 10d x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4"=1'-0„ \1 % 1-1/2"=11-011 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING3/8 SHEATHING PER PLAN NOTE: SOFFIT FRAMING & LEDGER NOT BEYOND INSTALLED VERTICALLY. 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND AT FLOOR TRUSS TOP &BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY _ —= _ I� Q J (1) ROW OF 8d COMMON NAILS @ 3" O.C. o 'A' = NAIL SPACING OV SC SOFFIT MANUFACTURER'S SPECIFICATIONS. OV SC II 6� 11 I I p u- NAIL AT NAILS @ O O C TE USING (2) ROWS OF 8d COMMON �R<qA TO <<cN<�Ip r0 II I I I I I1 11 a NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" GTy ��s ROOF SHEATHING, G'Ty rR� JIT — T — — z COMMON NAILS @ 3" O.C. o _ OPO FASTEN PER PLAN p,�o� III III I I I I I WALL SHEATHING 4 = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL SPLICE, SEE SPLICE „ A „ III III 1I II 1 ,..., EDGES 6 O.C. U.N.O.ON-PLANS 1/2 2x4 FRAMING 24" - DETAIL. MAX 1/8 III OPENING III I I I I I1 SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. �- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS 1I I III 4 I1 PANELS _ } COMMON NAILS @ 3 O.C. @ 4" O.C. PROVIDE (4)10d x3" III 3 II I I1 11 � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT TYP. III I I I I I I � p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, �'- O TOP & BOTTOM @ 4" O.C. III III II II II SHEATHING SPLICE, III OF III I I I I I I SEE PLAN FOR MORE O ¢ U_ �7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO � z H O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 00 11 1 -TF-7i—r111 _. 11 11 1 BEAM TOP PLATE CORNER TRANSITION 2 2 2x BUILT-UP COL. O SEE TRUSS PLAN FOR (2) 2x4's (2) 24's TYPICAL BUILT-UP STUD COLUMN DETAIL N 10d x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4"=1'-0„ \1 % 1-1/2"=11-011 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING3/8 SHEATHING PER PLAN NOTE: SOFFIT FRAMING & LEDGER NOT BEYOND INSTALLED VERTICALLY. 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE AND AT FLOOR TRUSS TOP &BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY _ —= _ I� Q J (1) ROW OF 8d COMMON NAILS @ 3" O.C. o 'A' = NAIL SPACING OV SC SOFFIT MANUFACTURER'S SPECIFICATIONS. OV SC II 6� 11 I I p u- NAIL AT NAILS @ O O C TE USING (2) ROWS OF 8d COMMON �R<qA TO <<cN<�Ip r0 II I I I I I1 11 a NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" GTy ��s ROOF SHEATHING, G'Ty rR� JIT — T — — z COMMON NAILS @ 3" O.C. o _ OPO FASTEN PER PLAN p,�o� III III I I I I I WALL SHEATHING 4 = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL SPLICE, SEE SPLICE „ A „ III III 1I II 1 ,..., EDGES 6 O.C. U.N.O.ON-PLANS 1/2 2x4 FRAMING 24" - DETAIL. MAX 1/8 III OPENING III I I I I I1 SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. �- DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS 1I I III 4 I1 PANELS _ } COMMON NAILS @ 3 O.C. @ 4" O.C. PROVIDE (4)10d x3" III 3 II I I1 11 � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT TYP. III I I I I I I � p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS AROUND 2x STUDS BEYOND, �'- O TOP & BOTTOM @ 4" O.C. III III II II II SHEATHING SPLICE, III OF III I I I I I I SEE PLAN FOR MORE O ¢ U_ �7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO � z H O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 0 z Q LL W Co BLOCKING r GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION JOINT, MAX. 1/8 GAP LEDGER 2x4 PT LEDGER W/ PER PLAN NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER SCHEDULE s O.C. PLAN' 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FLATWISE (2) 16d O.H. SIZE O.H. SIZ NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF F1TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 11 1 -TF-7i—r111 _. 11 11 1 BEAM 2 2 2x BUILT-UP COL. O SEE TRUSS PLAN FOR III 1 1 1 1I 1111 II 11 11 DOUBLE TOP PLATE ¢ O MORE INFO & w/ (2) 16d END NAILS NAIL AS SHOWN (5) 10d II Jill 11 II II CONNECTION CONNECTION EACH END oIl 0o SIMPSON SP4 OR SP2 2x BLOCKING W1(2) (2) 2x TOP PLATE SIMPSON H3 CLIP XX HTS20 CLIP FROM U) ca 12d NAILS @ EACH END 2X12 BOX HDR W/ 2X8'5 ++ "" _ — -_ — _ __ PT POST PER PLAN U 0 LLO 2x8 #2 SPF VERTICAL PRE-ENGINEERED FLOOR SYSTEM (D —— — 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. UL SDS SCREWS @ 16" ROOF TRUSS - SEE CUT TO FIT 2x BOTTOM PLATE 1 SHEATHING PER BLOCKING @ 24" O.C. U _ -9 ' FRAMING PLAN FOR OPENING SIZE BEYOND SEE PLAN SCHEDULE & + w/ (2) 16d END NAILS W/ (2) 1/4" X 3'/" SIMPS. SPACING EXTERIOR SHEATHING SHEATHING DIAGRAM LINTEL w/ (2)ROWS OF + ++ + (4) 12d NAILS EACH • EACH END fil=l'EXTERIOR SHEATHING SCHEDULE SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4° x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. , TRUSS MEMBER 3/4"=1'-0" TO MASONRY w/ 2x4 PT 0 z Q LL W Co BLOCKING r GYPSUM WALLBOARD CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION JOINT, MAX. 1/8 GAP LEDGER 2x4 PT LEDGER W/ PER PLAN NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER SCHEDULE s O.C. PLAN' 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FLATWISE (2) 16d O.H. SIZE O.H. SIZ NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF F1TYPICAL SCAB OVERHANG NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED, IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS STUDS w/ (2) 1/4" X 4%z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS u If „ EXTERIOR WALUTRUSS SEE ROOF SHEATHING, (2) 1/4 X 3Z2 SIMPS. SD0 2x4 #2 SPF BEAM PLAN NAIL PER PLAN 2 2x BUILT-UP COL. O SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO MASONRY w/ 2x6 PT EXT. BEAM PER PLAN DOUBLE TOP PLATE LAP BEAM PLYS AND MORE INFO & MORE INFO & w/ (2) 16d END NAILS NAIL AS SHOWN (5) 10d 1/4" x 2 3/4" TAPCONS AT CONNECTION CONNECTION EACH END 12" O.C. SIMPSON SP4 OR SP2 2x BLOCKING W1(2) (2) 2x TOP PLATE SIMPSON H3 CLIP XX HTS20 CLIP FROM @ EACH STUD 12d NAILS @ EACH END 2X12 BOX HDR W/ 2X8'5 ++ "" 2X4 SYP #2 LEDGER.(4) PT POST PER PLAN TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF SDS SCREWS @ 16" ROOF TRUSS - SEE (22) 10d NAILS (ALL Z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. U _ -9 ' FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECASTNAILING SCHEDULE & + w/ (2) 16d END NAILS W/ (2) 1/4" X 3'/" SIMPS. SPACING EXTERIOR SHEATHING STRAP AROUND LINTEL w/ (2)ROWS OF + ++ + (4) 12d NAILS EACH • EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4° x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. , TRUSS MEMBER COMMUNITY SPECS TO MASONRY w/ 2x4 PT CONNECTION C 2x4 SYP #2 OR 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL e SIMPSON H3 CLIP BRG WALL, SEE DESIGNED FOR TOENAILS INTO OTHER SEE WALL CLIP DETAIL 6�011 TYPICAL SHED ROOF DETAIL PLAN FOR STUD SIZE &i i TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS d.. UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. .._ w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ POCKET SGD �� 3 O.C. TO EA. 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL POCKET SGD SPACING. MIN (2) 2x STAGGERED @ 8" O.C. ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR BUILDER BUILDER BUILDER U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALLS01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER 3/4"=V-0" 3/4"=1'-0" 1/2"=V-0" 1/2"=V-0" 2x6 SYP #2 LEDGER. TO T 70 BUCKET SHORT SPAN STUDS w/ (2) 1/4" X 4%z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS u If „ EXTERIOR WALUTRUSS CONTRACTOR MAY ELEC (2) 1/4 X 3Z2 SIMPS. SD0 BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. TO MASONRY w/ 2x6 PT EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND SYP #2 LEDGER w/ (2) NAIL AS SHOWN (5) 10d 1/4" x 2 3/4" TAPCONS AT NAILS PER PLY 12" O.C. SEE PLAN SIMPSON H3 CLIP EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST SHEATHING PER PLAN 2X4 SYP #2 LEDGER.(4) PT POST PER PLAN 1 O NAILS FOR ABU POST BASE PER PLAN c 5/8" THREADED ROD W/ ' 0.:'NUT SET IN ADHESIVE SDS SCREWS @ 16" SEE FOUNDATION O.C. MAX.; PLAN FOR ADDITIONAL U _ -9 ' INFO SIDE VIEW @BASE OF POST DO CORNER COLUMN FRAMING STUDS w/ (2) 1/4" X 4%z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS u If „ EXTERIOR WALUTRUSS (2) 1/4 X 3Z2 SIMPS. SD0 SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS AT 12 12" O.C. SEE PLAN SIMPSON H3 CLIP SHEATHING PER PLAN 2X4 SYP #2 LEDGER.(4) 1 O NAILS FOR TO STUDS OR BEAM w/ CONV. FRAMED (2) 1/4" X 4%"SIMPS.-7 MEMBERS ONLY SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY 6�011 TYPICAL SHED ROOF DETAIL NOT USED OUTSIDE (2) 2x4's It C 0 U p ■ EDGE DISTANCE PEYK 10dx3" 10d x 3" OPP. SIDE kNCE PER INSIDE PLY NAILS NAILED AT 8" O/C r„b W STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S (3+) 2x COLUMN m co ®�®, B�® ,-• Y _ Z ROOF SHEATHING,Q ROOF SHEATHINGCD FASTEN PER PLAN o� ®�® �� d® _a Uj LU FASTEN PER PLAN 2 ® Q I®®� ®®®®000000•®®®��Cj ��t [l] LL 2x4 FRAMING @ 24" �-- ®�® PR® ®®® O.C. MAX. 2x4 #2 SYP CONT. w/ (2) i6 PROVIDE (4) 10d x 3" 16d COMMON NAILS �- l NAILS AT JOINT EA. STUD OR TRUSS V O MEMBER, TYP. (MAX. • 24" O.C.). IF MASONRY, + 01� USE (2) 1/4" TAPCONS a ,' b�ly� co w/ MIN. 2" EMBED. @ U 2x FASCIA 24" O.C. 0 (2) $d TOE NAILS UO TO LEDGER TRUSS PER PLAN o 2x4 LEDGER W/ (2) 16d 04 NAILS @ 16" O.C. /- l F Sti DR WOOD/MASONRY Z _ WALL OR TRUSS, SEE n,n �� PLAN (TRUSS SHOWN) Q / 11/`1 � a m D02 LEDGER @ LOW ROOF J z Lu ro W z� .I � v SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF z MORE INFO & + * ROOF SHEATHING 0 CONNECTION + + 1 1 U� LLJ < Uj Z z� 2x8 #2 SPF VERTICAL l 0 2x8 #2 SPF VERTICALLINTEL PER PLAN @ 24 O.C. W/ EXT. W @ 24" O.C. w/ EXT. SHEATHING PER SHEATHING PER NAILING SCHEDULE & NAILING SCHEDULE & (4) 12d NAILS EACH W (4) 12d NAILS EACH TRUSS MEMBER (TOP _ �. TRUSS MEMBER AND BOTTOM CHORDS ALONG W/ WEBBING) S 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER A�OHEADER @ POCKET SLIDER Q o 1/2"=l' -O" 1 l2"=1'-0" z � O © 11 zW0 0 J J (1)W� i 1 0 H 0 a ca w LLJ Q4= O F- F— STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: MB / DJ QC CHECK: AML - -- — -._ JOB No TM 2171277 SCALE: AS INDICATED DATE: 07/24/2017 31411=11-0" 1/z"=1' -U' nA 0 A TI O WMR &ASSOCIATES LLt C ' tl h'b't d COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MUNI CONSULTING & DESIGN, OF WMR & ASSOCIATES, L.L.U. Any use, duplication, or transfer of these documents without the expressed, written consent of M NT CONSUL NG & DESIGN , F , . i;5 0 nc y pro I i e . SHINGLETILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 2411 O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING NIF SEE PLAN 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 I PLAN FOR SIZE AND O.C. PLAN FOR SIZE AND FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SEE ARCHITECTURAL CONNECTIONS HEADER PLAN FOR OVERHANG SIMPSON SP4 w/ (6) 10d ��<<s SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE INFO yFFr SP6 @ 2x6 STUDS & ---- TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE WINDOW AS HEADER SCHEDULED STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d U.N.O. ON PLAN EXTERIOR FINISH PER 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER << x1-1/2" @ 24" O.C. (USE stiFFT FLOOR PLAN FOR MIN. PLAN TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 MID -SPAN BLOCKING USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) U.N.O. MSTCM60 STRAP W/ INSULATION PER PLAN ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) SEE DETAILS WS10, NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS: BEND STRAP BUILT-UP COLUMN WS11 OR WS13 FOR OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. ADDITIONAL FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN INFORMATION THIS 26" DEEP FACE OF JAMB STUDS/ HEADER -SEE 2ND SHEET PRE-ENG. FLOOR (IF TITENS ARE NOT IN NOTE: ALL FLOOR HEADER SYSPRE SYSTEM - IF A FLOOR LINTEL COURSE OR \ TRUSSES TO BE P.T. IF SYSTEM INSTALL KNEEWALL & PROVIDE INTO FILLED CELL USE � (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS NO MOISTURE SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING FROM TOP OF WALL BARRIER (FELT PAPER I UNDER COLUMN U.N.O. FLOOR TRUSS PER PLAN STUDS ABOVE PLATE FRAMING PLAN FOR U.N.O.IF PER PLAN HEADER IS UPSET TO BOT. RIBBON, NAIL OR SIM) IS PROVIDED PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN a. WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER ,a ' PLAN f .. FIN. FLR. f � 0'-0" — q1co q , . GRADE 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 I PLAN FOR SIZE AND O.C. PLAN FOR SIZE AND FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ CONNECTIONS HEADER SIMPSON SP4 w/ (6) 10d ��<<s SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ yFFr SP6 @ 2x6 STUDS & ---- TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d U.N.O. ON PLAN SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER << x1-1/2" @ 24" O.C. (USE stiFFT FLOOR PLAN FOR MIN. CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22)10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS: BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER -SEE 2ND FACE OF JAMB STUDS/ PRE-ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN, HEADER SYSPRE SYSTEM - IF A FLOOR LINTEL COURSE OR \ EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL KNEEWALL & PROVIDE INTO FILLED CELL USE � (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING FROM TOP OF WALL I UNDER COLUMN U.N.O. FLOOR TRUSS PER PLAN STUDS ABOVE PLATE FRAMING PLAN FOR U.N.O.IF PER PLAN HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE j PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d ��<<s x1-1/2" @ 24" O.C. (USE Z yFFr SP6 @ 2x6 STUDS & O SP8 @ 2x8 STUDS) — (2) 2x SPF TOP PLATE U.N.O. ON PLAN 0 HEADER - SEE 2ND,, w' U) W FLOOR PLAN FOR MIN. 0 HEADER SIZE & REQ'D JAMB STUDS BAND JOIST& BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET o OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS c� BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d LOWER: (1`) 2x SILL c�LLI FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 Od TOENAILS. EXT. (Y NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 1 O TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/ (2) 1 O SILL PLATE w/ (2) 10d HEADER OPENINGS DBL. TOP PLATE BARRIER (FELT PAPER LESS THAN 4FT:(1) 2x k 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING HDR. PER PLAN OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) ®® ®®!�l111�®a®® a � SILL PLATE w/ (2) 10d ��® ®I® 0) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING ®® b► ®® .-- 2x STUDS, (2) 2x SILL AT WINDOW "****GOOD e9% ® oo SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) .� 'i® w ----"`�� w/ 2x CRIPPLE STUDS `�' G � s FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C.2x SILL PLATE w/ A35 Q'®�Q, �j z° @ AT EA. END NAILED TO • � SPACING AND GRADE INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ 2 1Od TOENAILS CLIPS EACH SIDE w/ 2x Z ® U O STUD PACK w/ 10d AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16 O.C. �w 0 TO VERIFY SIZE A A ( NAILS @ 8" O.C. THEN PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ® • - r.. d INT. FINISH PER PLAN COLUMNS SEE FLOOR FRAMING STUDS @ 16 O.C. > PLAN FOR FLOOR (7) 1 Od NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD (AGOSHEG MID -HEIGHT BLOCKING TOE NAILS AT EA. END O SYSTEM INFO. SEPARATE SHEATHING T&BATHING REQ'D ® • ®®®®G® .� W J PER BEARING WALL x 2 OR TITENS' IF OF SILL MAX OPEN'G ) ®® ®® aG� ®�®� 00 IL FLOOR TRUSSES ARE UNDER WINDOW 2x BOTTOM PLATE w/ WIDTH 4 -0 ). USE A35 PR ®o (2) 12d AT 12 O.C. � SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE SIMPSON LSTA18 (2) 16d NAILS@ 6" O.C. SIMPS. MSTCM60 CLIP AT EA. END FOR Irlae e� 3/4" FLOOR SHEATHING � 1/2 DIA. THREADED (2 ) ATTACHED PER ROD WITHIN 6" FROM STRAPS CENTERED @ STRAPS & (1 ) 1 OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS V NAILING SCHEDULE ( NAILS r 2 SIMPSON LSTA18 1/4" TITENS INSTEAD. THAN 6' O 2 -STORY WALL ( ) SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN \ G FLOOR TRUSSES SEE (2) SIMPSON META16 LINTEL COURSE OR PLAN FOR DEPTH AND INFO. FLOOR W/ (14) 10d SIMPSON LSTA30 w/ w ole DIRECTION ' REFER TO FLOOR TRUSS TO INTO FILLED CELL USE \ N 2x TOP &BOT, p 11 10d TO STUDS M NAILS RIBBONS, CONT. ( ) MASONRY WALL 1/4 X 1 314 TITENS) ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR ` �J a ;: t...,;.... FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION �—(�- FLUSH W/ FACE OF SCHEDULE NO MOISTURE I��s ` :_• _I� MASONRY ATTACHED ATTACH 2STUDS W/ BARRIER (FELT PAPER x _ PER NAILING OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEENIF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS, IF FLOOR BELOW JAMBS FLOOR SYSTEM DRAFT SYSTEM IS 18" MASONRY WALL PER TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ PLAN SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALLfiSO�TYPICAL TWO STORY COL. @ GIRDER fiSO 2nd FLOOR CORNER FRAMING ATTACHMENT` SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN 2x STUDS, SEE 2x STUDS ,SEE UNDER WINDOWS AND ATTACH PER NAILING2x STUDS , SEE SCHEDULE, 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP O TOP PLATE TO TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE, TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/(MAX) 2x BLOCKING FOR BEARING WALL PER (2) 12d @ 12 AGAINST TRUSS " O.C. (2 (2) 12d @ 12 BOTTOM PLATE W/ O.C. SHEATHING/ DRYWALL 2x BOTTOM PLATE W/ PLAN VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM PLATE: END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16dNAILS;BOTTOM) 2 H5 EA. FLOOR FRAME 2x4 KNEE ( ) WALL, STUDS 16" 16d NAILS; BOTTOM @ RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR 2 ROWS 8d NAILS 3" O.C. ROWS @ FOR HANGER ACCOMMODATE 1/2 GYP. CLG BD OR 1/2 GYP. CLG BD OR O @ STRAP (1) 5/8" TYPE "X" WHEN CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 2x RIBBON OR 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d , SHEATHING TO �. MASONRY. SIMPSON PLAN LAN OR (3) 16d TOENAILS BOTTOM PLATE MAX. 1/8" GAP MTS12 OR (2) H2.5A AT SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR FRAME NOTE: ALL FLOOR MAX.. 1/8 GAP BETWEEN SHEATHING TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IFTRUSSES TO BE P.T. IF BETWEEN SHEATHING &CMU MASONRY OR FRAME NO MOISTURE NO MOISTURE & CMU NO MOISTURE SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER BARRIER (FELT PAPER BARRIER (FELT PAPER 2x4 PT SILL PLT. IF TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED TYPICAL TWO STORY SECTION fi_S_1,b\TWO STORY PARALLEL FLOOR CONNECTIONfiS?�TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4 =1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4 =1,41 3/4"=1'-0" NOT USED MM SEE FRAMING PLAN F��-I OU O FOR FLOOR CONNECTION �4 sa '9 U FLOOR GRIDER OR BEAM 0� GONGS Q lict W HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"'-1'-0" J 0 W §P:8. od Si s W z e' o U w o o ~ W LLJ I~- N LU _ cy ..�� Q � z 0 C4 C4 11 Q Cl* ZW0 0 J J r Cl) Ill � rJ:W0 1 OO evWIM O=z J U W LIJZ Qa= O o' STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: MB / DJ QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 c rn r. 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/ 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W SIMPSON SP2 @TOP & SIMPSON 8P2 @TOP & 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER �- -- EXT. WALL SHEATHING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. F- @ O.C. MAX (U.N.O. ARCHS PER WF10/SD4 BOTTOM PLATE Q SP1 BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @BASE. LSTA18 BLOCK ADJACENT ) ATTACH PER NAILING � OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE 2x4 STUDS @ 16" O.C. BAYS @ EACH USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF SCHEDULE DIAGONAL AS SHOWN. EXTERIOR SHEATHING (2) 2x TOP PLATE MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL PLAN FOR MORE INFO PLAN EXTERIOR SHEATHING = Z p U - 2x8 MIN. SPF #2 @ 16" FROM TOP OF WALL 2x BLOCKING w/ (2) 12d 01 TO BOTTOM OF SILL 1/2" GYP. BOARD ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. —TRUSS PER PLAN � TRUSS STRAP STUDS BELOW W/ (9) 10d I' NAILS 12d @ 24" O.C. 2x4 CONT. W/ (2) 12d ROOF SHEATHING SHEATHING PER O.C. -SEE FRAMING I ATTACH PER NAILING PLAN IMPSON H2.5 EA. ROOF SHEATHING PER SCHEDULE SCHEDULE GIRDER BELOW TOENAILS EACH END NOT REQ'D IF STUD IS IF PORTIONS OF THIS WALL SEE PLAN FOR w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 3/4" •„� L (5) 16d NAILS BRACE z DETAIL WF10/D4 PLAN FOR MORE INFO. PRE-ENGINEERED NAILING SCHEDULE IRECESS LEDGER W/ (2) Ya'x3-1/2° I PLAN. SIMPSON H10A @ LEDGER INTO SDS WOOD SCREWS @ TO BLOCKING CONNECTED w/ MTS12 VERIFY W/ 16 O.C. MAX. & 3 TO TRUSS BELOW) TAPCONS PER 2x6 #2 SYP CONT. FROM EA. END - USE (3) BETWEEN FLOORS (DRAWINGS T � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ ~„ LEDGER W/ (2) Ya'"x3-1/2" MIN. (4) 16d NAILS TO 1 2x BASE PLATE W/ (2) OR LSTA18 SDS WOOD SCREWS @ LEDGER 3/4 FLOOR SHEATHING STRAP; CENTER 16" O.C. MAX. & 3" D 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL IRECESS (3) SCREWS FOR 24SIMPSON HUS26. USE LEDGER INTO STRAP BETWEEN O.C. HUS26-2 FOR 2PLY DIAGONAL, FASTEN PRUSS. VERIFY W/ SOLID BLOCKING WITHIN FLOOR SYSTEM BETWEEN STUDS W/ TRUSS USS SHOP MORE INFO. BRACE — LEDGER PER PLAN DRAWINGS Imo— 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 2x8 SYP #2 LEDGER W/ ATTACHED PER NAILING SCHEDULE MASONRY WALL AND MIN. (4) 16d NAILS TO 1 o EACH STUD (AT EACH (2) 12d TOE NAILS 16d NAILS C W SIDE OF G.T. USE (4) NAILS) 1 16d 3/4" FLOOR SHEATHING TOENAILS EACH END BELOW FLOOR TRUSS PER FRAME WALL 1 O EACH END 1 1 11 1 ATTACHED PER 2 2x4 #2 SYP O c PLAN 2x8 #2 SYP P.T. SILL 1 ATTACH SHEATHING 1 Q M B ALL THREAD ROD 1 NAILING SCHEDULE BLOCKING w/ SIMPSON 1 �� PLATE w/ 1/2 EPDXY 1 1 TO BOTTOM PLATE 1/2 NUT & 2 x 2 x 1/8 "" "" 1 ZW0 @ 48" O.C.; SEE (2) 2x4 #2 SYP 1 HUC24-2 EACH END, 1 ANCHOR BOLT OR 1 2x SPF BASE 1 W/ (1) ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DET BLOCKING w/ SIMPSON PLATE USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7 „ 1 @ 3 O.C. 1 PRE-ENGINEERED 1 O H Oca PLATE. FOR CONNECTION HUC24-2 EACH END, FLOOR SYSTEM 1 JL NAILS. UNDER KNEEWALL OR BEAM EMBED. @ 32 O.C. & 3 "" " W M "" J -BOLT OR "" BASE USE (4) 10d & (2) 10d SEE PLAN WINDOW JAMBS ONLY PLATES U.N.O. 1 1 SEE PLAN FROM EA.END H U 1 1 SHEATHING TO THREADED ROD W/ 1 (2) 2x HEADER 1 2x4 BOTTOM PLAT NAILS. UNDER 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN OVERLAP BOTTOM SIMPSON SET -XP O 1 STUDS ABOVE ARE TO FASTEN ROOF SHEATHING TO WINDOW JAMBS USE �' �„ (2) 2x TOP PLATE CL (2) 2x HEADER SEE — HANGER BY OTHERS PLAN FOR MORE INFO PLAN EXTERIOR SHEATHING = Z p U - O.W. FROM TOP OF WALL 2x BLOCKING w/ (2) 12d 01 TO BOTTOM OF SILL - IF WALL SHEATHING IS PLATE ATTACH PER —TRUSS PER PLAN � BLOCKS W/ 8d NAILS @ NAILING SCHEDULE I' NAILS 12d @ 24" O.C. 2x4 CONT. W/ (2) 12d ROOF SHEATHING NAILS TO EACH STUD I5IMPSON H2.5 EA. I ATTACH PER NAILING PLAN IMPSON H2.5 EA. 6" O.C. SCHEDULE 1 GIRDER BELOW RUSS SEE LD02/SD4 FOR IF PORTIONS OF THIS WALL SEE PLAN FOR = TRUSS PER PLAN •„� L (5) 16d NAILS BRACE z 1 2x6 #2 SYP CONT. PRE-ENGINEERED NAILING SCHEDULE IRECESS LEDGER W/ (2) Ya'x3-1/2° I SIMPSON HUS26. USE FRAMING PLAN FOR LEDGER INTO SDS WOOD SCREWS @ TO BLOCKING d VERIFY W/ 16 O.C. MAX. & 3 TRUSS 2x6 #2 SYP CONT. FROM EA. END - USE (3) BETWEEN FLOORS (DRAWINGS T � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ ~„ LEDGER W/ (2) Ya'"x3-1/2" MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. SDS WOOD SCREWS @ LEDGER PROVIDE 2x4 BRACE Q 16" O.C. MAX. & 3" D TO EACH ADJACENT / IRECESS (3) SCREWS FOR 24SIMPSON HUS26. USE LEDGER INTO ; O.C. HUS26-2 FOR 2PLY DIAGONAL, FASTEN PRUSS. VERIFY W/ SOLID BLOCKING WITHIN FLOOR SYSTEM TRUSS USS SHOP STUDS ABOVE ARE — LEDGER PER PLAN DRAWINGS Imo— TO DIAGONAL W/ (2) UNDER 2ND STORY COLUMN LOCATION. 2x8 SYP #2 LEDGER W/ Q MIN. (4) 16d NAILS TO 1 o EACH STUD (AT EACH 1 16d NAILS C W SIDE OF G.T. USE (4) NAILS) 1 16d D03 LEDGER a, OPEN TO BELOW BELOW 1 1 O 1 1 11 CONNECT TO DOUBLE x (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE d PLATE 1 1/4" (MIN.) EPDXY @ 32" O.C. & 4" IF SHEATHING IS NOT TRUSSES PER PLAN SEE ARCHS FOR TOP PLATE W/ 16d FROM EA. END OF CONTINUOUS TO BASE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D NAILS @ 6"" O.C. LOW ROOF TRUSS SEE INTERIOR FINISH WALL. ANCHORS PLATE, SIMPSON SP8 O.S.B. TO OVERLAP TRUSS PLAN FOR PLAN CONNECTIONS (IF a . SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS BOTTOM PLATE 1 1/4" WALL BRACING @ 48" TRUSS IS CONT. BRG ° ' CONT. #5 IN TIE BEAM EMBED. TO CMU. ` ° ARE REQUIRED EA. (MIN.) o CONNECTIONS O.C. MAX. 45 FROM ---_:_..m _. .____ _.....__.. ,:... MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL +/- 100 ) A MASONRY WALL PER ° ( OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PERpLgN EXT. FINISH PER BOTTOM PLATES. FLOOR WALL W/ BRACE NOT REQUIRED W CLIPS @ 24"" O.C.) PLAN ON WOOD USE HGA PLAN ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. G.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. IY : S1 SECTION @RAISED HEEL TRUSS S1 SECTION @COMBO TRUSSfiFO WALL SPLICE DETAILSfi�F�lSECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1 "-0" 1/2"=l' -O" 1-1/2"=V-0" 1 " 1'-0"" 1 „=11 -01. W1/2"= M ®`®d61dBE6i®®!® (2) 2x SYP #2 COLUK 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 NOT USED 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE CL (2) 2x HEADER SEE — HANGER BY OTHERS PLAN FOR MORE INFO PLAN EXTERIOR SHEATHING = Z p U WINDOW SEE PLANT ----- '`~ O.W. FROM TOP OF WALL 2x BLOCKING w/ (2) 12d 01 TO BOTTOM OF SILL r � vJ IF WALL SHEATHING IS PLATE ATTACH PER —TRUSS PER PLAN � � NAILING SCHEDULE I' NAILS 12d @ 24" O.C. 2x4 CONT. W/ (2) 12d ROOF SHEATHING NAILS TO EACH STUD I5IMPSON H2.5 EA. I ATTACH PER NAILING PLAN IMPSON H2.5 EA. I SCHEDULE 1 GIRDER BELOW RUSS SEE LD02/SD4 FOR IF PORTIONS OF THIS WALL SEE PLAN FOR = TRUSS PER PLAN •„� L � ROOF SHEATHING 1 2x6 #2 SYP CONT. PRE-ENGINEERED NAILING SCHEDULE IRECESS LEDGER W/ (2) Ya'x3-1/2° I SIMPSON HUS26. USE FRAMING PLAN FOR LEDGER INTO SDS WOOD SCREWS @ TRUSS PER PLAN 1 VERIFY W/ 16 O.C. MAX. & 3 TRUSS 2x6 #2 SYP CONT. FROM EA. END - USE (3) BETWEEN FLOORS (DRAWINGS T � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ LEDGER W/ (2) Ya'"x3-1/2" MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. SDS WOOD SCREWS @ LEDGER _ BOTTOM OF FLOOR SYSTEM 16" O.C. MAX. & 3" D FROM EA. END - USE / IRECESS (3) SCREWS FOR 24SIMPSON HUS26. USE LEDGER INTO ; O.C. HUS26-2 FOR 2PLY PRUSS. VERIFY W/ SOLID BLOCKING WITHIN FLOOR SYSTEM TRUSS USS SHOP STUDS ABOVE ARE — LEDGER PER PLAN DRAWINGS Imo— UNDER 2ND STORY COLUMN LOCATION. 2x8 SYP #2 LEDGER W/ Q MIN. (4) 16d NAILS TO 1 o EACH STUD (AT EACH 1 OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) NAILS) 1 16d D03 LEDGER a, OPEN TO BELOW NOT USED 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE CL (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN EXTERIOR SHEATHING = Z p U WINDOW SEE PLANT ----- '`~ O.W. FROM TOP OF WALL 2x BLOCKING w/ (2) 12d 01 TO BOTTOM OF SILL r � vJ IF WALL SHEATHING IS PLATE ATTACH PER O ___ __._ NAILING SCHEDULE I' NAILS 12d @ 24" O.C. 2x4 CONT. W/ (2) 12d ROOF SHEATHING NAILS TO EACH STUD I5IMPSON H2.5 EA. I ATTACH PER NAILING PLAN TRUSS SCHEDULE 1 GIRDER BELOW IPRE-ENGINEERED SEE LD02/SD4 FOR IF PORTIONS OF THIS WALL SEE PLAN FOR = TRUSS PER PLAN •„� L � ROOF SHEATHING 1 2x6 #2 SYP CONT. NAILING SCHEDULE IRECESS LEDGER W/ (2) Ya'x3-1/2° I SIMPSON HUS26. USE FRAMING PLAN FOR LEDGER INTO SDS WOOD SCREWS @ HUS26-2 FOR 2PLY. 1 VERIFY W/ 16 O.C. MAX. & 3 TRUSS MRUSS. USS SHOP FROM EA. END - USE (3) BETWEEN FLOORS (DRAWINGS T � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 1 MIN. (4) 16d NAILS TO 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER M.T.."USE (41 NIS) BOTTOM OF FLOOR SYSTEM D04 LEDGER @ LOW ROOF OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE1 NOT USED 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP P.T. SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END — PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN (2) 2x TOP PLATE CL (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS = Z p U WINDOW SEE PLANT ----- '`~ O.W. FOR LOCATION 2x BLOCKING w/ (2) 12d 01 TOENAILS EACH SIDE r � vJ IF WALL SHEATHING IS STOPPED BELOW O ROOF LINE 2x BASE PLATE W/ (2) I' NAILS 12d @ 24" O.C. 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM NAILS TO EACH STUD BELOW 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO 1 GIRDER BELOW SEE LD02/SD4 FOR IF PORTIONS OF THIS WALL SEE PLAN FOR = TRUSSES ARE •„� TRUSS DIRECTION CHART FOR REQUIRED JACKS / ROOF SHEATHING 1 & MORE INFO NAILING SCHEDULE FLOOR TRUSS' SEE/ " FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION — PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN CONNECTION DETAIL '1--- SEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN F1 TYPICAL CONNECTION CcD_ GIRDER OR BEAM 3/4"=1'-0" TRUSS ANCHOR (SEE CL PLAN) LL ROOF SHEATHING C (2) 2x SPF TOP ATTACHED PER = Z p U NAILING SCHEDULE O.W. PER ELEV. 01 r � vJ 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING O FROM TOP OF WALL TO BOTTOM OF TRUSS/ I' GIRDER SEE PLAN FOR WINDOW ATTACHMENT MORE INFO MAX 6 FROM KING STUD INFO. IF WALL W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO 1 GIRDER BELOW SEE LD02/SD4 FOR IF PORTIONS OF THIS WALL MORE INFO IF = TRUSSES ARE •„� PARALLEL TO WALL CHART FOR REQUIRED JACKS / ROOF SHEATHING 1 ATTACHED PER NAILING SCHEDULE BSEE 1 a FLOOR HEADER CONTACT EOR TO 1 1 1 BETWEEN FLOORS 1 REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO CONNECTION DETAIL '1--- SEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN F1 TYPICAL CONNECTION CcD_ GIRDER OR BEAM 3/4"=1'-0" oo• �'� J • .. W Q ®®®®®®®®ems P®ee®®® m i V 0 �l pp 1 U 3j o ci aa' a O Q • z o • Z �� rn o Q z a J W &8'f W z� o U o 0 1 SEE FOUND. PLAN FOR FTG. REQ. CL LL Ld C (2) 2x SPF TOP O p ® !1J_ d ire < = = Z p U oo• �'� J • .. W Q ®®®®®®®®ems P®ee®®® m i V 0 �l pp 1 U 3j o ci aa' a O Q • z o • Z �� rn o Q z a J W &8'f W z� o U o 0 1 SEE FOUND. PLAN FOR FTG. REQ. PLATES U.N.O. Z r � vJ O 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O (2) 2x HEADER I' N MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE FLOOR PLAN 1 1 IF PORTIONS OF THIS WALL = 1 •„� FOR MORE INFO CHART FOR REQUIRED JACKS / 1 1 ARE EXTERIOR, PROVIDE EXT.'S 1 BSEE 1 a FLOOR HEADER CONTACT EOR TO 1 1 1 BETWEEN FLOORS 1 REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 1 1 1 BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE1 m ' 2x STUDS SEE PLAN ; SOLID BLOCKING WITHIN FLOOR SYSTEM STUDS ABOVE ARE 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 1 Q 1 o TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 O 1 1 11 1 1 c 1 1 1 1 Q M B 1 1 1 1 1 1 1 1 ZW0 1 1 1 1 1 1 2x SPF BASE 1 PLATE WO 1 1 1 PRE-ENGINEERED 1 O H Oca FLOOR SYSTEM 1 JL R KNEEWALL OR BEAM W M (2) 2x SPF TOP 0 U z 1 PLATES U.N.O. 1 1 1 1 H U 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN O 1 STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW 1 1 1oe1 1 1 1 1 STRUCTURAL ENG: CFG / BED 2x P.T. BASE PLATE 1 1 1 SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 1 q 1 oo• �'� J • .. W Q ®®®®®®®®ems P®ee®®® m i V 0 �l pp 1 U 3j o ci aa' a O Q • z o • Z �� rn o Q z a J W &8'f W z� o U o 0 _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 SEE FOUND. PLAN FOR FTG. REQ. Z r � vJ O 1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER I' N MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d LU W NAILS INTO HEADER IF PORTIONS OF THIS WALL = •„� CHART FOR REQUIRED JACKS / D IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT.'S BSEE KINGS # OF STUDS TO MATCH a FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE1 m SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q o O 11 � c Q M ZW0 O J W WO 1 O H Oca R W M 0 U z H U z 0 O STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: MB/0J QC CHECK: AML JOB No. TM - 2171277 SCALE: AS INDICATED DATE: 07/24/2017 SD6 _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. MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK STANDARD (3) 2L STRINGERS W/ SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING - i '— STANDARD (3) 2X12 SCHEDULE @ LANDING (3) 1 NAILS ((16" O.C. MAX. STRINGERS W/ W SIMPSON A34 CLIP TO 6" MIN. FLOOR SYSTEM 1- -- LINE UP 2xJOIST IN ON BUILT UP COLUMNS BELOW RIMBOARD Q LINE WITH MIDDLE STUDS OR FLOOR STRINGERS NOTCHED AT LANDING 6'-0" 2x12 STRINGER TO BE CONTRACTOR TO __j SEE SCHEDULE FOR MAX WIDTH OF LANDING UTILIZED AS BLOCKING CONSTRUCT PANELS (3) 2x12 2x8 2X6 #2 SPF JOISTS @ A35 @ EA. STRINGER (2) 2x12 SYSTEM TYP. EACH TO LANDING TO SLIDE INTO THE `�-- 2xJOISTS @ LANDING uz-L FRAMING PLAN (3) 2x12 2x8 ' @ 16"O.C. W/ SIMPSON ELEVATOR SHAFT (2) 2x12 12" O.C. W/ (3) 16d END RISE STEPS AND (1) 2x12 (1) 2x8 z A35 OR LUS26 HANGER MI . TREAD DEPTH THRU DOOR OPENING, (3) 2x12 PENDING LANDING z ON EACH SIDE M 1 3 2 WIDTHS MAY VARY. PLATFORM 5'-0" W/ 8d RING SHANK ON EACH SIDE AND u - O (2) 2x BEAM PER SCHEDULE 4'-0" MAX PANELS 1 AND 2 TO BE 2 TOIJOISLS W/ MID NAILS @ 6" O.C. ON 0 A34 @ EA. STRINGER/� V-0" MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS I ff 777/1 FLOOR SYSTEM PARTY WALL OR — ELEVATOR WALL SEE PLAN 2X6 #2 SPF CONT. -- LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" 0 C MAX INTO 2X6 #2 SPF RIM BOARD — W/ (3) 16d NAILS INTO vq JOISTS W 2X6 #2 SPF @ 12" O.C. .� Uj BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR ADDITIONAL BEARING . ® UP COLUMNS BELOW MASONRY WALL) WALL INFORMATION rST04 ELEVATOR TEMP. FLOOR MAx6�-o' ;° ®g Q A -A PLAN VIEW 90 DEGREE TURN LANDINGSCALE: 3/4„ 1-0 MIN 7/16 FLOOR PLATFORM DETAIL ° = SEE SCHEDULE FOR MAX WIDTH OF LANDING SHEATHING ®`'� -Z- Z ®• °•.�••®° O PLYWOOD SHEATHING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. 1 2x4 CONT. TOP PLATE O ®® 3/ PR CK LL ATTACH TOP PLATE TO /®j �® m STUDS REQ'D @ END IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) MASONRY WALL) ATTACHED PER 2x4 #2 SPF STUDS @ IL SEE ARCH PLAN STUDS W/ (2) 16d TOE 3 (x4 CONT. TOP PLATE 16d NAILS FROM GENERAL FLOOR 24” O.C. MAX. 4'-0" ABOVE FLOOR NAILS ATTACH TOP PLATE LEDGER TO STUD16„ O.C. NOTES CONSTRUCTION 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d rr 0 OF LANDING ll PACK SEE PLAN FOR DEPTH 3/4” PLYWOOD OR OSB „ NOTCH SILL PLATE V SHEATHING OVER x x 24 O.C. W/ (2) 12d TOE NAILS 2x6 VERTICAL @ 6-0 TOENAILS BOTTOM LANDING ATTACHED BEAM @ END OF O.C. MIN. AND @ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) NOTCH SILL AND 2x4 #2 SPF STUDS @ rte, Tor PER GENERAL FLOOR LANDING PER OPENING. W/IN 10d NAILS @ 4" O.C. 24" O.C. EVERY OTHER ^ O lba c� CONSTRUCTION HANDRAIL KNEEWALL NOTCHED 2x6 PLYWOOD FLOORING a H a r N NOTES SCHEDULE ( @ TO ALLOW VERTICAL STUD TO BE v U3J o VERTICAL LOCATIONS). ATTACHED TO I -JOIST 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR ° MID SPAN BLOCKING NAILS @ 4" O.G. 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FLOOR MAx6�-o' ;° ®g Q A -A PLAN VIEW 90 DEGREE TURN LANDINGSCALE: 3/4„ 1-0 MIN 7/16 FLOOR PLATFORM DETAIL ° = SEE SCHEDULE FOR MAX WIDTH OF LANDING SHEATHING ®`'� -Z- Z ®• °•.�••®° O PLYWOOD SHEATHING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. 1 2x4 CONT. TOP PLATE O ®® 3/ PR CK LL ATTACH TOP PLATE TO /®j �® m STUDS REQ'D @ END IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) MASONRY WALL) ATTACHED PER 2x4 #2 SPF STUDS @ IL SEE ARCH PLAN STUDS W/ (2) 16d TOE 3 (x4 CONT. TOP PLATE 16d NAILS FROM GENERAL FLOOR 24” O.C. MAX. 4'-0" ABOVE FLOOR NAILS ATTACH TOP PLATE LEDGER TO STUD16„ O.C. NOTES CONSTRUCTION 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d rr 0 OF LANDING ll PACK SEE PLAN FOR DEPTH 3/4” PLYWOOD OR OSB „ NOTCH SILL PLATE V SHEATHING OVER x x 24 O.C. W/ (2) 12d TOE NAILS 2x6 VERTICAL @ 6-0 TOENAILS BOTTOM LANDING ATTACHED BEAM @ END OF O.C. MIN. AND @ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) NOTCH SILL AND 2x4 #2 SPF STUDS @ rte, Tor PER GENERAL FLOOR LANDING PER OPENING. W/IN 10d NAILS @ 4" O.C. 24" O.C. EVERY OTHER ^ O lba c� CONSTRUCTION HANDRAIL KNEEWALL NOTCHED 2x6 PLYWOOD FLOORING a H a r N NOTES SCHEDULE ( @ TO ALLOW VERTICAL STUD TO BE v U3J o VERTICAL LOCATIONS). ATTACHED TO I -JOIST 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR ° MID SPAN BLOCKING NAILS @ 4" O.G. FACE OF kJOIST SHEATHING TO BELOW (OTHERWISE z STANDARD (3) 2X12 ATTACH W/ (2) 12d r U O TO MATCH JOIST SYP #2 STRINGERS W/ ACCOMMODATE 2x @ ) SIMPSON A34 / A35 DEPTH W/ (3) 10d ATTACH 2x6 VERTICAL TOENAILS BOTTOM 0 TOENAILS EACH END SIMPSON A35 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4' x 3" Z CLIP TO FLOOR CONNECTIONS L -BRACE @ V-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) � 4 SYSTEM & LANDING SECTION X -X @ ANY OPENING EQUALLY 16d TOE NAIL EA. 9ti�1 U I I SPACED/CENTERED IN + + a•+ �? FRAMING g z MASONRY WALL OR 2x4 CONT. TOP PLATE mak- -- CONT. BRACE & 10d o Z z FRAME WALL BEYOND ATTACH TOP PLATE TO 3" 4�� I -JOIST TO OUTSIDE +8' + NAILS @ 4" O.C. TO O STUDS 2/ (2) 16d TQE FACE OF JOIST + + FLOOR SHEATHING o O ... Q Uj NAILS + +.3 _10 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST ' W H 24" O.C. W/ 2 12d N.T.S. „ „ Uj B -B CROSS SECTION OF BEAM TO LEDGER O ,� SCRE x3 SDS Uj TOENAILS BOTTOM 32 SCREWS EQUALLY SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO OIL SEE ARCH PLAN IN I -JOIST WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8„ WIDE WEB p [] X 2x4 #2 SPF SILL PLATE X STIFFENER @ 48" O.C. Z © L7 W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) 0 V O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ �+ to :3h 8 t 10d NAILS 4" O.C. •- TOENAILS BOTTOM @ 3" O.C. NOTE: W �'' n (NOTCHED @ 2x6 STIFFNER TO BE o N d r' L2xJOIST (P.T. IF ATTACHING TO (2) SIMPSON LSTA24 VERTICAL LOCATIONS). �' od z � (2) 2x BEAM PER SCHEDULE 2x JOISTS PER MASONRY WALL) CONT LEDGER STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH. w/ OUTSIDE OF it PLYWOOD FLOORING BOTTOM CHORD Q "� REQ D @ END OF LANDING SCHEDULE @ LANDING (3) 1 NAILS ((16" O.C. MAX. BEAM FOR STRINGERS TO CONNECT I I I 1� 1// T0, BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TITENS O.C. MAAX.X. FOR ENS @ ro ON BUILT UP COLUMNS BELOW RIMBOARD 2x8 A -A PLAN VIEW STUDS OR FLOOR STRINGERS NOTCHED AT LANDING 6'-0" 12'-0" (1) 2x12 (1) 2x8 __j SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 2X6 #2 SPF JOISTS @ A35 @ EA. STRINGER (2) 2x12 SYSTEM TYP. EACH TO LANDING o WOIST PER 4'-p " FRAMING PLAN (3) 2x12 2x8 ' W/ SQUASH SEE AR S. FOR MAX. (2) 2x12 12" O.C. W/ (3) 16d END RISE STEPS AND (1) 2x12 (1) 2x8 END UNDER MI . TREAD DEPTH TRUSS PER PLAN (3) 2x12 PENDING LANDING 9.4. © p STAIR WINDER DETAIL HEIGHT AND PLAN ST OM 2X6 TS 91-01, LAYOUT. HEADER WITHIN PLATFORM 5'-0" SUPPORT WALL COULD ON EACH SIDE AND (3) 2x12 (2) 2x BEAM PER SCHEDULE 4'-0" MAX 2xJOIST (P.T. IF ATTACHING TO TOIJOISLS W/ MID 8'-0" AND SUPPORT A34 @ EA. STRINGER/� V-0" w 11 TO LANDING REQ'D @ END OF LANDING REQ'D WIDTH OF LANDING MASONRY WALL) CONT LEDGER (2) 2x12 SPAN BLOCKING STRINGER 71-011 Max s' -o" 2x6 (2) 2X BEAM PER FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT TO: BEAM NAILS @ 16" O.C. MAX. CONNECT TO BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" (1) 2x12 (1) 2x8 SEE PLAN FOR x3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) 2X6 #2 SPF RIM BOARD — W/ (3) 16d NAILS INTO vq JOISTS W 2X6 #2 SPF @ 12" O.C. .� Uj BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR ADDITIONAL BEARING . ® UP COLUMNS BELOW MASONRY WALL) WALL INFORMATION rST04 ELEVATOR TEMP. FLOOR MAx6�-o' ;° ®g Q A -A PLAN VIEW 90 DEGREE TURN LANDINGSCALE: 3/4„ 1-0 MIN 7/16 FLOOR PLATFORM DETAIL ° = SEE SCHEDULE FOR MAX WIDTH OF LANDING SHEATHING ®`'� -Z- Z ®• °•.�••®° O PLYWOOD SHEATHING MIN. (3) 2x SYP #2 2xJOIST LEDGER (P.T. 1 2x4 CONT. TOP PLATE O ®® 3/ PR CK LL ATTACH TOP PLATE TO /®j �® m STUDS REQ'D @ END IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) MASONRY WALL) ATTACHED PER 2x4 #2 SPF STUDS @ IL SEE ARCH PLAN STUDS W/ (2) 16d TOE 3 (x4 CONT. TOP PLATE 16d NAILS FROM GENERAL FLOOR 24” O.C. MAX. 4'-0" ABOVE FLOOR NAILS ATTACH TOP PLATE LEDGER TO STUD16„ O.C. NOTES CONSTRUCTION 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d rr 0 OF LANDING ll PACK SEE PLAN FOR DEPTH 3/4” PLYWOOD OR OSB „ NOTCH SILL PLATE V SHEATHING OVER x x 24 O.C. W/ (2) 12d TOE NAILS 2x6 VERTICAL @ 6-0 TOENAILS BOTTOM LANDING ATTACHED BEAM @ END OF O.C. MIN. AND @ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) NOTCH SILL AND 2x4 #2 SPF STUDS @ rte, Tor PER GENERAL FLOOR LANDING PER OPENING. W/IN 10d NAILS @ 4" O.C. 24" O.C. EVERY OTHER ^ O lba c� CONSTRUCTION HANDRAIL KNEEWALL NOTCHED 2x6 PLYWOOD FLOORING a H a r N NOTES SCHEDULE ( @ TO ALLOW VERTICAL STUD TO BE v U3J o VERTICAL LOCATIONS). ATTACHED TO I -JOIST 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR ° MID SPAN BLOCKING NAILS @ 4" O.G. FACE OF kJOIST SHEATHING TO BELOW (OTHERWISE z STANDARD (3) 2X12 ATTACH W/ (2) 12d r U O TO MATCH JOIST SYP #2 STRINGERS W/ ACCOMMODATE 2x @ ) SIMPSON A34 / A35 DEPTH W/ (3) 10d ATTACH 2x6 VERTICAL TOENAILS BOTTOM 0 TOENAILS EACH END SIMPSON A35 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4' x 3" Z CLIP TO FLOOR CONNECTIONS L -BRACE @ V-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) � 4 SYSTEM & LANDING SECTION X -X @ ANY OPENING EQUALLY 16d TOE NAIL EA. 9ti�1 U I I SPACED/CENTERED IN + + a•+ �? FRAMING g z MASONRY WALL OR 2x4 CONT. TOP PLATE mak- -- CONT. BRACE & 10d o Z z FRAME WALL BEYOND ATTACH TOP PLATE TO 3" 4�� I -JOIST TO OUTSIDE +8' + NAILS @ 4" O.C. TO O STUDS 2/ (2) 16d TQE FACE OF JOIST + + FLOOR SHEATHING o O ... Q Uj NAILS + +.3 _10 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST ' W H 24" O.C. W/ 2 12d N.T.S. „ „ Uj B -B CROSS SECTION OF BEAM TO LEDGER O ,� SCRE x3 SDS Uj TOENAILS BOTTOM 32 SCREWS EQUALLY SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO OIL SEE ARCH PLAN IN I -JOIST WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8„ WIDE WEB p [] X 2x4 #2 SPF SILL PLATE X STIFFENER @ 48" O.C. Z © L7 W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) 0 V O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ �+ to :3h 8 t 10d NAILS 4" O.C. •- TOENAILS BOTTOM @ 3" O.C. NOTE: W �'' n (NOTCHED @ 2x6 STIFFNER TO BE o N d r' L2xJOIST (P.T. IF ATTACHING TO (2) SIMPSON LSTA24 VERTICAL LOCATIONS). �' od z � (2) 2x BEAM PER SCHEDULE 2x JOISTS PER MASONRY WALL) CONT LEDGER STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH. w/ OUTSIDE OF it PLYWOOD FLOORING BOTTOM CHORD Q "� REQ D @ END OF LANDING SCHEDULE @ LANDING (3) 1 NAILS ((16" O.C. MAX. BEAM FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON T TEACHH STUD. ((2) x 3 1/2" AT LANDING T0, BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TITENS O.C. MAAX.X. FOR ENS @ OF LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDE MASONRY WALL) W 2x8 A -A PLAN VIEW 180 DEGREE TURN LANDING STRINGERS NOTCHED AT LANDING 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND A35 @ EA. STRINGER (2) 2x12 BOTTOM CHORD TO LANDING (1) 2x12 (1) 2x8 WOIST PER 4'-p " FRAMING PLAN (3) 2x12 2x8 ' W/ SQUASH SEE AR S. FOR MAX. (2) 2x12 BLOCK OR RISE STEPS AND (1) 2x12 (1) 2x8 BEAM/FLOOR MI . TREAD DEPTH TRUSS PER PLAN (3) 2x12 PENDING LANDING 9.4. (2) 2x12 HEIGHT AND PLAN 2x12 STRINGERS ONE 91-01, LAYOUT. HEADER WITHIN 2x6 5'-0" SUPPORT WALL COULD ON EACH SIDE AND (3) 2x12 BE REQUIRED. SEE PLAN ONE @ MID -SPAN (2) 2x12 FOR REQUIRED HEADER 7'-011 8'-0" AND SUPPORT A34 @ EA. STRINGER/� V-0" NFORMAT ON - TO LANDING A n 2x ATTACHED TO (2) 2x12 STRINGER 71-011 2x JOIST (P.T. IF 2x6 (2) 2X BEAM PER ATTACHING TO 6'-0 SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT TO: BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" (1) 2x12 (1) 2x8 BUILT UP COLUMN x3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) MIN. (3) 2x4 SPF #2 COLUMN WOOD OR MASONRY BASE PLATE WALL SEE PLAN FOR ATTACHED PER PLAN MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) a" (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" QC CHECK: AML (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-p " (3) 2x12 2x8 ' 8'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'4" – – SCALE: AS INDICATED (3) 2x12 2x12 9.4. (2) 2x12 2x8 -011 71 91-01, (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-011 8'-0" (1) 2x12 (1) 2x8 2x6 V-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 71-011 (1) 2x12 (1) 2x8 2x6 5'-011 6'-0 (2) 2x12 2x8 8'-011 (1) 2x12 (1) 2x8 2x6 5'-0 " 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-p" STUD) EVERY 48 O.C. TO ALLOW VERTICAL V) V Z v F ds FLOOR BEAM CONDITION TO SLIDE DOWN TO I-! (n z n FLOOR BEAM SEE FACE OF I -JOIST a �i 19g0. 9g PLAN 2x6 VERTICAL AND < zo 20 ATTACH 2x6 VERTICAL L BRACE @ 6'-0" O.C. & 0 a ej E TO I -JOIST W/ (3) Ya" x 3" @ ANY OPENING W0 X 6 � � l SDS WOOD SCREWS Q M- I EQUALLY 2A" WOIST SEE PLAN J Z Z ' SPACED/CENTERED IN 0 I-JOrST02 SECTION HANDRAIL WI FACIE ST OFOJOISTSIDE SINGLE I JOIST PARALLEL TO FLOOR ~ FLOOR BEAM CONN. SCALE: 3/4"=1'-0" N.T.S.w 3y 2x4 CONT. TOP PLATEOIL SEE ARCH PLAN tt 2x4 CONT. TOP PLATE (ATTACH TOP PLATE S MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO1 �2�� TO STUDS W/ (2) 16d STUDS W/ (2)16d TOE TOE NAILS X X NAILS is 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS @ W/ (2) 12d C. 10d NAILS @ 4" O.C. 24" O.2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE Q VERTICAL LOCATIONS). STUDS W/(2)16d TOE 32" ATTACHED TO TRUSS Z NAILS` '�` BELOW (OTHERWISE O NOTCH SILL AND 4 SEE ARCH PLAN ATTACH W/ (2) 12d — N 1� PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TO ALLOW VERTICAL TOENAILS @BOTTOM) Q TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X 2x4 SILL PLATE W/ (2) a > 2x6 VERTICAL AND FACE OF TRUSS 24" O.G. W/ (2) 12d NOTCH FLOOR Z LU Q L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J ,J ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d W @ANY OPENING TRUSS W/ (3) Y4' x 3" SDS WOOD 2x4 SILL PLATE W/ (2) ACCOMMODATE 2x NAILS @ 4" O.C. TO (L/ to „ � Y SCREWS EQUALLY NOTCH SILL AND. 10d NAILS .@ 4" O.C. R FLOOR SHEATHING SPACED/CENTERED IN TRUSS O 0 TO OUTSIDE FACE OF TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 DOUBLE TRUSS PARALLEL TO FLOOR TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS a 0 0 N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS re W m FACE OF TRUSS SCREWS EQUALLY = Z 2x4 #2 SPF STUDS - SPACED & CENTERED F-' _j 0 W @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND °° IN TRUSS V >,,, Z 0� 2x6 VERTICAL @ 6-0 L -BRACE 6'-0" O.C. & ..�.. TO TRUSS W/ (3) Ya x 3 @ 8" WIDE WEB ' 1) Q < _ O.C. MIN. AND @ ANY SDS WOOD SCREWS @ ANY OPENING O F- 2 11 -- OPENING OPENING W/IN STIFFENER @ 48" O.C. ry HANDRAIL EQUALLY (@ EA. BRACE) W/ (2) EM NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN KNEEWALL FOR VERTICAL TRUSS TO OUTSIDE ROWS OF NAILS @ FACE OF TRUSS 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED 2 L BRACE W/ 12d FLUSH W/ OUTSIDE OF DRAFTING: xr,2x JOIST PER NOTE: x - 0111 Lr_ TRUSS PARALLEL TO FLOOR PERPENDICULAR I FLOOR BOTTOM CHORD NAILS @ 4" O.C. N.T.S. 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) a" SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" STRUCT: MB / DJ ___.__ .... X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 2 IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT HEIGHT OF LANDING 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR �J �/��, rST`03�SECTION HANDRAIL QC CHECK: AML A N D I N G Q_ ST01 GENERAL LANDING PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL M M JOB No. TM - 2171277 /"1L L/'1 V� (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. FLOOR TRUSSES SCALE: 3/4" _ V-0° – – SCALE: AS INDICATED STAIRFRAMING INFO SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3)16d TOENAILS (BLACK SOLID UNDER BEAMS LESS THAN 2x12) SECTION X 1 -X DATE: 07/24/2017 ST1 icopyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer _COPYRIGHT MCD 2014: The information contained in this document s p p y of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited.