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233 Big Spring Ter 16-992 New construction SFH
GENERAL CONSTRUCTION NOTES: ' CHAPTERS AND SECTIONS REFER TO F.5.G,R - 5TH EDITION 14014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 LOT 10 7 THORNEBROOKE 40 S - ARE TO BE CONSIDERED "NOMINAL DIMEN510N5" OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. D1 Tt%1r_TnK1 1Z Q 1Z I=X A CEILING CONSTRUCTION: m 1= TH AAE SHALL 5E SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA 5Y NOT LE55 THAN 1/2 INCH (12.1 mm) GYP5UM 50ARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE 5Y NOT LE55 THAN 5/8 INCH (15,9 mm) TYPE X GYPSUM 50AR1.) OR EQUIVALENT. WHERE ,. THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD JOB NUMBER 26002.040 OR EQUIVALENT IN ACCORDANCE WITH F.5.C.R - 5TH EDITION (2014) 8102.3.5. CAD FILE NAME LOT 107 TR ISSUED OJ -16-16 EXTERIOR FIN15HE5: REVISED GAMGE RIGHTINSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.G.R - 5TH EDITION (2014) R103b.1 AND A5TM G 1(063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b2.1 WEEP 5CREED5 SHALL SE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE615TANT WEEP 5CREED OR PLASTIC WEEP 5CREED 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 ASTM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ISON AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.BL,R 5TH EDITION (2014) R103b.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.65 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THSU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT AN 14�ZP114t!llbkfiATE AREAS NOT T NAT I 0 R SF FO HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DI TION T* *10 OF 21/2 THORNBROOK 401s COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.N., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AN[)LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 03-16-16 CREATED LOT 5PECIFIC PLAN FOR LOT 101 IN THORNBROOKE 40's, ELEVATION "A", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: GARAGE 5ERVICE DOOR, 9 FT, POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, S' INTERIOR DOORS, VENT HOOD TO OUTSIDE, ROUGH -IN LAUNDRY TUB, UNDER CABINET LIGHTING IN KITCHEN, TV OUTLETS, CEILING FAN PRE -WIRES AND RECE55ED CANS IN LOFT. PLAN REVISIONS TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOI' 0 GPX#i •" 'A$LL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. `' Q •" LL.',� `�" w Qb; I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A 4�E 1g0�,M YE *Ux ems' DCS/ OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX -. '. y .•��: 00 I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN Rdb6►E ` k�1VD AROUND NERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. H`s°"" COV GENERAL 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 ?0 PREVENT ENTRY OF WATER INTO TNkIWALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL F1N�H. APPROVED 1 SLAB INTERFACE PLAN CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION:\ 2A 1 —MAIN FLOOR PLAN NOTES 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 5kL" PROVIDED 5Y THE MANUFACTURER FOR EACH WINDOW y DAVIS BEWS K ro w DESIGN GROUP /, ` r 0 J 0 O 150 STATE STREET EAST 0 Jc,+�1�p� 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE NrvMP EST. 1994 100 2 m sm co N N L ooLL 0 a -0 65% O �0 E0� Cl)�I c �•+ 00 zN20 BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE 5Y NOT LE55 THAN 5/8 INCH (15,9 mm) TYPE X GYPSUM 50AR1.) OR EQUIVALENT. WHERE ,. THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD JOB NUMBER 26002.040 OR EQUIVALENT IN ACCORDANCE WITH F.5.C.R - 5TH EDITION (2014) 8102.3.5. CAD FILE NAME LOT 107 TR ISSUED OJ -16-16 EXTERIOR FIN15HE5: REVISED GAMGE RIGHTINSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.G.R - 5TH EDITION (2014) R103b.1 AND A5TM G 1(063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b2.1 WEEP 5CREED5 SHALL SE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE615TANT WEEP 5CREED OR PLASTIC WEEP 5CREED 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 ASTM C 926. THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED ISON AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.BL,R 5TH EDITION (2014) R103b.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.65 OR IN ACCORDANCE WITH ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THSU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT AN 14�ZP114t!llbkfiATE AREAS NOT T NAT I 0 R SF FO HORIZONTAL APPLICATIONS DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DI TION T* *10 OF 21/2 THORNBROOK 401s COMMUNITY SPECIFIC STANDARD SPECIFICATIONS REDRAW NOTES MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. W.N., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AN[)LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 03-16-16 CREATED LOT 5PECIFIC PLAN FOR LOT 101 IN THORNBROOKE 40's, ELEVATION "A", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: GARAGE 5ERVICE DOOR, 9 FT, POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, S' INTERIOR DOORS, VENT HOOD TO OUTSIDE, ROUGH -IN LAUNDRY TUB, UNDER CABINET LIGHTING IN KITCHEN, TV OUTLETS, CEILING FAN PRE -WIRES AND RECE55ED CANS IN LOFT. PLAN REVISIONS TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOI' 0 GPX#i •" 'A$LL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. `' Q •" LL.',� `�" w Qb; I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A 4�E 1g0�,M YE *Ux ems' DCS/ OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. DRAWING INDEX -. '. y .•��: 00 I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN Rdb6►E ` k�1VD AROUND NERAL NOTES INDEX SPECIFICATIONS ROOF OPENINGS. H`s°"" COV GENERAL 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 ?0 PREVENT ENTRY OF WATER INTO TNkIWALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL F1N�H. APPROVED 1 SLAB INTERFACE PLAN CORRO51ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION:\ 2A 1 —MAIN FLOOR PLAN NOTES 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS 5kL" PROVIDED 5Y THE MANUFACTURER FOR EACH WINDOW 2A2 - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENING5: ER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID.GORE IS.CJOR HONEYCOMB ( ^ 2 B 1 - U P P CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CI051NG DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS. O PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2C INTERIOR ELEVATIONS STAIR SECTION/ DETAILS A5PNALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052,6 AND 8905.2.6.1. 3A1 FRONT ELEVATION 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, 3A2 SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION A5TM A p REAT R,IONE LAYER OFF UUNDERLAYMENTIV OR A5TM D ICOMPLYIING WITH ATM DIN A226, NCE TYPEITH S A5TM D 4869, TYPE ICTION R90511. FOR RV°OR A5TM D 151 15 REQUIRED N ACCORDANCE WITH OF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS °SEICTION� H I N G DETAILS 89052.1. 3A3 — FLAS CLAY AND CONCRETE TILE (IF APPLICABLE): 0 3A4 - FLASHING DET /\ILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.5L.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR � A RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5p 16 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F,5.C.R - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A5TM D 226, TYPE 0 4A MAIN FLOOR ELECTRICAL PLAN 11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, C�A55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, `FIFTH EDITION WHERE THE VASA 16 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OF RAS i18,119OR120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 101-01, AWAY OR CLOSER, TUB AND 5HOWER AREAS: N RECORD COPY 1. CEMENT, FISER-CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 U51NG A REVIEWED FOR CODE COMPLIANCE NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. ' 2. PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT PLANS EXAMINER LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCK5. GUTTERS WITH DOWN5POUT5 ARE �✓`"��I�: REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF. DATE MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. r%*% SANFORD BUILDING DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AN✓ REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, A PERMIT 136UED SHALL BE CONSTRUED TO BE A OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES CD LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 3. DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 Tmq ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALT_ ISSUANCE OF A PERMIT PREVENT mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THE BUILDING OFFICIAL FROM THEREAFTER 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FINISHED GRADE AND SHALL AL50 CONFORM TO REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >7 OCCUR AS A RESULT OF STOPPAGE 1N THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113, 0 COMPACTION TESD' EXHAU5T FANS AND VENTING: J REQUIRED 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. ' Results to be Verified 2, EXHAUST AIR FROM 5ATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY at Slab Inspection TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE 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 OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND L15TED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER ' LSAINFORD FAN MANUFACTURER'S INSTALLATION INS ?RUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 01 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE L45EL SHALL BEAR THE WORDS "THI5 DRYER TITLE • EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN,` COVER SHEET �. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F5G, GENERAL NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: — _ 165UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEWAND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO 6 9 9 2 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 II kwou v .II y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE NrvMP EST. 1994 2A2 - MAIN FLOOR PLAN DIMENSIONS DWELLING /GARAGE OPENING5: ER FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID.GORE IS.CJOR HONEYCOMB ( ^ 2 B 1 - U P P CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CI051NG DEVICE. 2B2 - UPPER FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENTS. O PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2C INTERIOR ELEVATIONS STAIR SECTION/ DETAILS A5PNALT 5HINGLE5 (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052,6 AND 8905.2.6.1. 3A1 FRONT ELEVATION 2. ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, 3A2 SIDE ELEVATIONS ROOF PLAN, BUILDING SECTION A5TM A p REAT R,IONE LAYER OFF UUNDERLAYMENTIV OR A5TM D ICOMPLYIING WITH ATM DIN A226, NCE TYPEITH S A5TM D 4869, TYPE ICTION R90511. FOR RV°OR A5TM D 151 15 REQUIRED N ACCORDANCE WITH OF 5LOPE5 FROM FOUR UNITS VERTICAL IN 12 UNITS °SEICTION� H I N G DETAILS 89052.1. 3A3 — FLAS CLAY AND CONCRETE TILE (IF APPLICABLE): 0 3A4 - FLASHING DET /\ILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.5L.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR � A RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA5p 16 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F,5.C.R - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A5TM D 226, TYPE 0 4A MAIN FLOOR ELECTRICAL PLAN 11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, C�A55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, `FIFTH EDITION WHERE THE VASA 16 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS 4B - UPPER FLOOR ELECTRICAL PLAN OF RAS i18,119OR120. CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT 15 101-01, AWAY OR CLOSER, TUB AND 5HOWER AREAS: N RECORD COPY 1. CEMENT, FISER-CEMENT, OR GLA55 MAT GYPSUM 50ARD (NO GREEN 50ARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE 5LA5 U51NG A REVIEWED FOR CODE COMPLIANCE NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. ' 2. PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT PLANS EXAMINER LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR 5PLA5H BLOCK5. GUTTERS WITH DOWN5POUT5 ARE �✓`"��I�: REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF. DATE MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. r%*% SANFORD BUILDING DIVISION 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AN✓ REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, A PERMIT 136UED SHALL BE CONSTRUED TO BE A OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, 5ERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES CD LICENSE TO PROCEED WITH THE WORK AND NOT AS (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 3. DUCT5 IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 Tmq ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALT_ ISSUANCE OF A PERMIT PREVENT mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THE BUILDING OFFICIAL FROM THEREAFTER 4. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) A50VE THE FINISHED GRADE AND SHALL AL50 CONFORM TO REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 5, AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL >7 OCCUR AS A RESULT OF STOPPAGE 1N THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M14113, 0 COMPACTION TESD' EXHAU5T FANS AND VENTING: J REQUIRED 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. ' Results to be Verified 2, EXHAUST AIR FROM 5ATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY at Slab Inspection TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE 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 OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND L15TED AND 2585 LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER ' LSAINFORD FAN MANUFACTURER'S INSTALLATION INS ?RUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 01 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE L45EL SHALL BEAR THE WORDS "THI5 DRYER TITLE • EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN,` COVER SHEET �. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN F5G, GENERAL NOTES ATTENTION GENERAL CONTRACTOR / BUILDER: — _ 165UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEWAND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO 6 9 9 2 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 II kwou v .II I 15'-011 451411 65'-4" T-10" 4'-0"x3'-0" CONC.PAD f— H.B. t Ha. ELEVATION 52'-411 PITCH - I/8" / FT. a } Lu mi 1'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE PAVER DRIVE / LEAD WALK DAVIS BEWS DESIGN GROVP x ro w EST. 1994— � Uo !n o O Jc`nr� fA Y/ •2M(M > 01 LL 10 • 0 0 Uro^ O0_11 CO 1 Y 3�E t�*0 L OO 0 0 zCE 2lot 18" H. W.N.�. t W.N/-I M PLATFORM ABY. 3/4" RECESS 811 811 Ir FOR SERV. DR LINE OF 3 STEEL G.C. VERIFY ACRYLIC@ III ���� I� � 3 "0 PIPE FOR CONCRETE ON LANAI 9'-8" 31'-10" L - J 9' I" 3' 9° BOLLARD ABV. 201.0" i 811 � \ / OF REF. M n I 11 I1z-�� 36 i AA ;Jy SLAB G.J. 3A3 PITCH o v= --- —-- --------- C.J. ---------rt---------------------- I/8" / FT. o PROVIDE WATER /'�� PITCH i v REFERENCE LINE FOR ICE MAKER // Z TO DRAIN N Lu �? ''' J. ELEVATION /� >� -, G< a e l +) 0' 0" NOTE: � PROVIDE GAS DROPS N (IF REQUIRED) FOR ALL ,Lu NOTE: / - II r✓. z 1 GAS APPLIANCES. ALL SLAB ANGLES `� (VERIFY LOCATION OF ARE AT 45° (UN.O.) LT i ALL GAS APPLIANCES ON ROUGH INANY FLOOR PLAN PRIOR TO CONSTRUCTION)3/4" � AIR HANDLER K CONDEN5ATION LINES FROMDRAIN BY PLUMBERUPPER FLOOR3/4" RE 4" P.V.C. FOR EN � Q 281 -VII � � I I ctl I/71.1111 YJ m SI"III 2'-811 21_011 \W C IV � 81.011x3-0" A/C 20' Il" 2' I" 11 I' 8 3' 10" I i i r- - --I PAD (5EE MECH. I 1 11 5 -4 1 II 13 8 r CONTRACTOR TILE I 6, n, I I ice" i 31.811 I 0 FOR LOC.) _� _ AIR HANDLER IaI L n J- «� - - , �" - - -�' SEAT WRECE55 3/4" GONDENSA?ION - ABY. P.V.G. DRAIN BY PLUMBER I LINES FROM UPPER FLOOR - ISI4" u' PAVERScz av I I L— _ J W.C. - co WALL ABV. co _ _ 8" CM.U, WALL ABY. Ha. ELEVATION 52'-411 PITCH - I/8" / FT. a } Lu mi 1'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES * * * * * * * * * * * G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE PAVER DRIVE / LEAD WALK • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED DAVIS BEWS DESIGN GROVP x ro w EST. 1994— � Uo !n o O Jc`nr� fA Y/ •2M(M > 01 LL 10 • 0 0 Uro^ O0_11 CO Y 3�E t�*0 L OO 0 0 zCE 2lot • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED V) 0 W4;r w O 0 m O z (if) ocp=mq orvo rvo �o 00 0 2585 2� C��F�Ati���'��/ #16 _ 992 SLAB INTERFACE PLAN GARAGE RIGHT 01 • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994— V) 0 W4;r w O 0 m O z (if) ocp=mq orvo rvo �o 00 0 2585 2� C��F�Ati���'��/ #16 _ 992 SLAB INTERFACE PLAN GARAGE RIGHT 01 • SHEET • T.O.M. T.O.M. 14(015.F. UPPER FLOOR 1115 S.F. A.F.F. AFF. 25c52 S.F. GARAGE 455 S.F. T.O.M. 139 5.F. BOTT, OF LINT �AT V -m" A.F.F. I15.F. TOTAL 5Q. FT. 324-1 5.F. Lu LANAI Q 9'-8"x14'-4" 9'-4" PLT. HT. �JM G.G. VERIFY ACRYLIC ON LANAI T.O.M. 0 0 T.O.M. MASTER SUIT 16'-0"x14'-4" 9'-4" FLAT CLG. e� zo Lu I Q I I I i II 3'-0"x3-0" A/C Y-0"6-0" A/C PAD (5EE MECH. PAD (5EE MECH. CONTRACTOR CONTRACTOR FOR LOG.) FOR LOC) REFER TO 5HEET 2A2 FOR MAIN FLOOR T.O.M. n e 0 T.O.M. PLAN DIMEN51ON5 VENT HOOD AND � � 9 4 2- 26 5N. 9 -4 X MICRO TO EXTERIOR 9 4 HD, AT 8'-m" @ u AFF. N.B. O.H.C. O 0ORC, IS" H. W.N. T.O.M. PLATFORM ABV. 9'-4" �. --- �- - - - - - - RANGE AFF. 1 0 W/ HOOD I N ARCHFROM I I I o 8'-m" TO 8'-8" I ,z 1 - - LINE OF 3" STEEL q I ?o PIPE FOR CONCRETE I FAMILY ROOM I 2c I - I INSULATE BOLLARD ABY. 1 LINE OF SECOND DINING I I WALLS 19'-6 x14 -0 1 \, KITCHEN FLOOR ABV. 10'-6"x14'-0" 2 -STORY VOLUME �� I 9'-4" FLAT CLG. I /\ a9'-4" FLAT CLC. I �r I ) M)I 11 I I AA 2 5TORY 19'4" / QI 1 I GARAGE 1 3A3 20'—o"x2o'—o" 1 /O.1V' s Q1 1 I 9'-4" PLT. HT 1 1 GPT, TILE INSULATE I� — �I 1 u OPENING 1 42 N. STAIR DATA: ARCH FROM / ��� 0`'� ABOVE o TO UNDER [:OW WALL IS RISERS AT / \�'� STAIRS I (OPT. RAILING) 8 m TO 8/ / LINE OF SECOND I o 1.38 EACH / FLOOR ABV. o W 10,00" TREADS / / o 1 R/5 UP / / \ \ Lu FLU5H FRAME TO FURRING eO 19' 4" SLOPING I I 2 5 OR 9'-4" AIR HANDLER BARREL ARCH LT. CLG. CLG. I VO UME CLG. LINES FROM FROM 8'-4" ROUGH IN � u, I — I UPPER FLOOR 9 4 TO 8'-S" LINE OF 5ECOND z a ( FLAT HDR. — (2) 2 -6x8 -m '�' CLG. FOYER FLOOR ABY. -' L - - - -� AT 4'-4" I a 9' 4° �' S 5N. 9'-4" INSULATE PAYERS 1 5EE SECTION I WALLS E CLG. � �� FLAT CLG. CLG. I g .4 \ \ % a I PAVER DRIVE / LEAD WALK 2 -4x8 -m CLG. ARCH FROM \\ W l I oc \*T . 2 6x8 m M.C. I BFp '� Lu � BFD 8 m TO 8 8 Q a' I Q Q CPT, TILE DEN„x10'-6” �- - -� ENTRY I = - AFF. M. BATH O 9'-4" FLAT CLG. I 9 9 9'-4" PLT. HT. ,�•� 9'-4" FLAT CLG I 1 w I � � PWDR. FLUSH FRAME 1 Itoto ~�i 16x8 m 24" G THOWER L_ ILEI J UTI L N 9'-4"TO FURRING BFD TEMP. GL. ENCL. F — W ON 42" H. LOW WALL HAN5EN I I ouc I 9. 4.. LAV. 20" H. TIL 2 26 5N. BOX I I o � I CLG. PEP. 55H. IS SEAT 2-265HID, AT m L_—_1 LAV W.C.--------- 24 SH, 13 TEMP, 5H. FLAT HEADER TT T.O.M. TEMP. GL. ENCL. AIR HANDLER HD. AT 8'-m" HD. AT 8'-m" AT 8'-m" A.F.F.ON 42" H. LOW WALL 9 -4 LINES FROM pIRECT VENT PRYER UPPER FLOOR THRU EXT. WALL AFF. ®®`011111111f/®/ LL A04 10 Z W � • P_ • w�. � � 1/•e�rw �Q.. ,mss • Z ca •. .• cj pm, HATCHING LEGEND °eAF.Z�; IN5ULATE WALL 992?. MAIN FLOOR 14(015.F. UPPER FLOOR 1115 S.F. TOTAL LIVING 25c52 S.F. GARAGE 455 S.F. LANAI 139 5.F. ENTRE' I15.F. TOTAL 5Q. FT. 324-1 5.F. MAIN FLOOR PLAN NOTES GARAGE RIGHT 14 • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED • x 0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �w i� r �Ci 0 0 J LO _jcoNF) ON 0M 0 r �JM 5�� • 0 0 N2 � 570 0_ CO Y (n L _J L. 01115 0 ZNIT 14 • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED 2585 • TITLE • MAIN FLOOR PLAN NOTES 2A1 I I ez2) I ZI DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -�� EST. 1994 F--- 2585 • TITLE • MAIN FLOOR PLAN NOTES 2A1 I I F-1-11 15'-0" z E # 1 6 9 9 MAIN FLOOR PLAN I DIMEN N so s 5CALE: 1/4" = 1'-0" GARAGE RIGHT =v- • x m v C Ur0 C, lQ v n. 0 J co V% 0'�� r co Cl) > >JC', • 66 E0.41 00 �G�^ •0 r r -� C p 15'-0" z E # 1 6 9 9 MAIN FLOOR PLAN I DIMEN N so s 5CALE: 1/4" = 1'-0" GARAGE RIGHT JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED • x m rA-O7 DAVIS BEWS DESIGN GROUP C Ur0 C, lQ �.= a EST. 1994 0 J co V% 0'�� co Cl) > >JC', • 66 E0.41 00 �G�^ •0 r -� C p E�3 fl C4 J * m 6. �+ z 20 JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED 2585 , • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • 2A2. rA-O7 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. �.= a EST. 1994 2585 , • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • 2A2. HD. AT T-8° NAN ANI) VKAIN FILA IFOFds riv, HI I -O UNDER A.H.U. * EGRE55 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PEI;VIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5,C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER RB.C.R. - 5TH EDITION (2014) R3122 • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED X l0 .r. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER r r 0 0 Lo � co y 0 _pa) 0 ,r >> JN l Lo�ip`LL C 0 � .0 �L 5 . � 0-�C0 2 lL NDN t J S- 0 al 00 ZNG d' MEN • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED 2585. (�;;!Ai N F 0 FZ #16-992 • TITLE • UPPER FLOOR PLAN NOTES nnrrrir�mr�rr��n UPPER FLOOR PLAN NOTES SHEET • SCALE: I/4" = 1'-0" 2B1 GARAGE RIGHT L, ON DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER a EST. 1994 2585. (�;;!Ai N F 0 FZ #16-992 • TITLE • UPPER FLOOR PLAN NOTES nnrrrir�mr�rr��n UPPER FLOOR PLAN NOTES SHEET • SCALE: I/4" = 1'-0" 2B1 GARAGE RIGHT L, ON 54'-4" OSSANFC0,R�L# UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" : P-0" GARAGE RIGHT JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED X N w DAVIS BEWS DESIGN GROUP CJr0 0 joO EST. 1994 O Jm�� � 'A to 0��M >_ i J (V L 3 iL • roc .O 0,01- o 6 0- �O LL�0O) m C4 L J 41L. 0 0000 40 Z cC1l JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED 2 585 . TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEINTVER EST. 1994 2 585 . TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 STAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR STAIRWAYS 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RI5ER HANDRAIL ENDS 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL P05T5 OR SAFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA OPT. 8" TRAY CLG. IN MASTER SUITE UNDER -STAIR PROTECTION ENCLOSED ACCE5515LE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.CRR - 5TH EDITION (2014) R302.1 Q Lu co a TYP. ARCHWAY A SCALE: 1/4" : 1411 PLAN DETAILS SCALE: 1/4" : 14" GARAGE RIGHT 36" H'CONTINUOUS 42" H x QS w ���```�V�` •�•'+�.�'Y/����i� ••� � O ./' ��'� 1`�. GRASPABLE LOW WALL ,yy,. Com`" 3/4" PLYWD. RAILING F { DECKING OLDSMAR, FLORIDA 34677 BEAM 813. 925.1800 FAX BEAM LINE OF 6'-8" MIN. >>JN FLOOR SYSTEM HEAD CLEARANCE L L. L • FLOOR 0 0 °°�� SYSTEM C 0 _0 cy L 0 0 O ZN 0 2x 5TRINGER5 10.001, 42" H. (T� LOW WALL _ _ I� u 1" NOSING H — `r (TYP.) c a� STORAGE UNDER 2x TREADS AND STAIRS Ix RISERS (TYP.) Z-rN 77 11 TREADS AT 1020" EACH STAIR SECTION SCALE: 1/4" = I' -m" TYP. ARCHWAY A SCALE: 1/4" : 1411 PLAN DETAILS SCALE: 1/4" : 14" GARAGE RIGHT x QS w ���```�V�` •�•'+�.�'Y/����i� ••� � O ./' ��'� 1`�. � per°, � � ,yy,. Com`" � � cm Lu w a•� • � F { VTH s �..�... N 4k OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DEIsiVER- >>JN 1►1 � \r L L. L • TYP. ARCHWAY A SCALE: 1/4" : 1411 PLAN DETAILS SCALE: 1/4" : 14" GARAGE RIGHT ' JOB NUMBER 26002.040 ' CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED x QS w Y Cr0 -j , 0 0 -j co ff/w� OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DEIsiVER- >>JN L L. L • 0 0 °°�� C 0 _0 cy L 0 0 O ZN 0 ' JOB NUMBER 26002.040 ' CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED 2585 • TI TLE • PLAN DETAILS • SHEET • Y DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DEIsiVER- EST. 1994>� 2585 • TI TLE • PLAN DETAILS • SHEET • 11/2" THICK SAND FIN16H KEYSTONE IIF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING NOTE: z TH15 DETAIL SHOWS THE TYPICAL THICKNESS C) OF ALL RA15ED TEXTURED FIN15H BANDING c� oc AND SAND FINISHED KEYSTONES (WHERE X > APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT c 11, E� SPECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) 8103.6.1 AND A5TM C 1063, THICK THICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3 = 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE 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 FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R312.2 6 12 L-5HINGLE 12 6 ROOF G.C. VERIFY 12 ALUMINUM OVER 6D SHINGLE 2x6 51.115-FA5CIA ROOF PLT, HT. (TYPICAL) PLT. HT. 4" BANDING (TYP.) x 54' 15TUCCO STUCCO DECORATIVE 1'-4" W. x 5'-0" H. FINISH FIN15H FIXED 5HUTTE' DECORATIVE 7 7 FIXED 5HUTTER5 r * r 4" BANDING (TYP.) 6 12 /SHINGLE 6 12 -SHINGLE 2 SECOND FF. LINE ROOF ROOF SECOND FF. L T.O.M. T.O.M. M 8" BANDING 8" BANDING 6" BANDING 4" BANDING TEXTURED 1:117 1-1171 El El [71❑ TEXTURED E — FINISH 171171171171 FINISH BANDING BANDING MAIN FF. LINE _ - _ _ _ MAIN F.F. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: I/4" = 14" • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED OJ -16-16 REVISED �UILD�N� �. g� ELEVATION "A" GARAGE RIGHT • • x ro w w� DAVIS BEWS DESIGN GROVP Jr0O o lQ TAMPA " DENVER EST. 1994 F� � 0 Jc�+�h 0 d 0 cd) _/ . W am N r >>JN DaJLM • 0 0 °ca c pati 0-1 c6. 0 ��I IL Y ( ca �J*(D 0 00C ZNLlP • JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED OJ -16-16 REVISED �UILD�N� �. g� ELEVATION "A" GARAGE RIGHT C)now w 410 Y O 0 m O z cn p=mq O °C zre �O � oc o 0 >= 2585 , • TITLE • FRONT ELEVATION DETAILS II 3A 1 I I w� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.13dd TEL $13.92.5.1$00 FAX WWW.DAVISBEWS.COM TAMPA " DENVER EST. 1994 F� C)now w 410 Y O 0 m O z cn p=mq O °C zre �O � oc o 0 >= 2585 , • TITLE • FRONT ELEVATION DETAILS II 3A 1 I I ------------------- -----7--------- — I i LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 33.25 SQ. IN. 4:12 i OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. I I I 6._12 i VERIFY QUANTITY OF ROOF VENTS ----------------- REQUIRED, PER MANUFACTURER'5 6:12 "A SPECIFICATIONS OF NET FREE AREA PER VENT. I I �fI I y� I I I I I I I UPPER ROOF I VENT REQUIREMENTS ' G.C. VERIFY THAT 351.39 5Q. IN. OF VENTILATION THROUGH UPPER I 2/3 OF ROOF 15 ACQUIRED.i "� 6:1.2 -ate. 6:12 Ok —� VERIFY QUANTITY OF ROOF VENTS i I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE I ' AREA PER VENT, I I 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) R415ED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNE55 ac OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE X > APPLICABLE) IF THICKNESS IS TO BE Lu Q DIFFERENT IT WILL BE CALLED OUT AT Lu SPECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) 8103.6.1 AND A5TM G 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER RB.C.R - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 11-0" ROOF PLAN SCALE: 1/8" : I'-0" CLEAR OPENING HEIGHT5 �c 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 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 19 GIRDER6 12 � I I a6 GIRDER 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TRU55 I L I ROOF TRU55E5 TRU55 _j co o 1 11 a6 f ac I ®® i ❑ ❑ 9 ❑ ® L2 -STORY 63 GIRDER 6 12 I � L. L I TRU55 ROOF TRU55E5 AT 24" O.C. 0 ❑ ❑ ❑ ❑ D 4 (TYPICAL) � I E BEAM 1 ❑ ❑ ❑ ❑ -------\--------- i I L.00.2,0- I 6:12 --------------------I LINTEL GARAGE KI I 0 I -i-------- i 6:12 _o oc 6:12 I i LOWER ROOF I VENT REQUIREMENTS G.G. VERIFY THAT 126.93 5Q. IN. OF VENTILATION THROUGH UPPER i i I 2/3 OF ROOF 15 ACQUIRE[). VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S --------------- ----------- tz SPECIFICATIONS OF NET FREE AREA PER VENT. TYP. OVERHANG AA AT HIP ILL I (U.N.O.) 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) R415ED SAND FINISH TEXTURED BANDING NOTE: z THIS DETAIL SHOWS THE TYPICAL THICKNE55 ac OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE X > APPLICABLE) IF THICKNESS IS TO BE Lu Q DIFFERENT IT WILL BE CALLED OUT AT Lu SPECIFIC KEYNOTE CALL -OUT z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) 8103.6.1 AND A5TM G 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER RB.C.R - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 11-0" ROOF PLAN SCALE: 1/8" : I'-0" CLEAR OPENING HEIGHT5 �c 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 6ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 19 SECTION AA. Ilililll/ SCALE: 1/811 14" + `� •••N•.••*�•• � Imo' A.a ^�F 12 12 w © O p �-5HINGLE 12 C�«� 12 SHINGLE - • - I.- s.': Q, �.of 6� ROOF G.C. VERIFY ALUMINUM OVER Q6 ROOF '�G3 -' PLT. HT. 2x6 5UB-FASCIA (TYPICAL) ��••.� •.••• �, `oma~ V ` STUCCO STUCCO0-TEMP. FINISH%�,r., FINIS>N 7 / r * ROOSHINGLE 2 �l SHINGLE SECOND FF. LINE _ SECOND FF. LINE_g Q6 ROOF _ _SECOND FF. L10%, T.O.M. .OM. /TEXTURED TEXTURED FINI51� 7 �� e FINISH It � TEMP. � �l a, MAIN FF. LINE MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/811 : 1411 12 12 6F777 SHINGLE 12 G.C. VERIFY ALUMINUM ROOF 6OVER 2x6 5U5-FA5CIA — SHINGLE (TYPICAL) PLT. HT. ROOF - - PLT. HT. STUCCO STUCCO 6' FIN15H FG. FG. * FINI51�7 12 � SECOND FF. LINE 4D SHINGLE811 _SECOND FF. LINE T.O.M. ROOF T.OM. - d TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE I [TEMP. MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION 50ALE: 11811 = 1'-0.1 61� 12 6 12 � 12 SHINGLE 6� ROOFLE G.C. VERIFY ALUMINUM OVER a6 ROOF PLT. HT. _ _ _ - - 2x6 60-FA50IA (TYPICAL) PLT. HT. 6? /STUCCO ■ ❑ /5TUCCO /5TUCCO 12 FIN15H FIN15H FIN15H 6� SHINGLE 1122 4 SECOND FF. LINE_ /SHINGLE 811 SECOND FF. LINE ROOF SECOND F.F. LINE ROOF 7 - 8 - T.OM. / D.M.T GIRDER6 12 � a6 GIRDER 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TRU55 r Uo o to ROOF TRU55E5 TRU55 _j co 12 6� AT 24" O.C.—=- (TYPICAL)11 11 Jl 11 11 a6 f ®® ❑ ❑ ❑ ❑ 9 ❑ ® L2 -STORY 63 GIRDER 6 12 BR. 3 LC L. L p pVOLUME TRU55 ROOF TRU55E5 AT 24" O.C. 0 ❑ ❑ ❑ ❑ D 4 (TYPICAL) -•� FLOOR SYSTEM - E BEAM 1111 ❑ ❑ ❑ ❑ 171 F1GONG. L.00.2,0- FAMILY LINTEL GARAGE KI 0 SECTION AA. Ilililll/ SCALE: 1/811 14" + `� •••N•.••*�•• � Imo' A.a ^�F 12 12 w © O p �-5HINGLE 12 C�«� 12 SHINGLE - • - I.- s.': Q, �.of 6� ROOF G.C. VERIFY ALUMINUM OVER Q6 ROOF '�G3 -' PLT. HT. 2x6 5UB-FASCIA (TYPICAL) ��••.� •.••• �, `oma~ V ` STUCCO STUCCO0-TEMP. FINISH%�,r., FINIS>N 7 / r * ROOSHINGLE 2 �l SHINGLE SECOND FF. LINE _ SECOND FF. LINE_g Q6 ROOF _ _SECOND FF. L10%, T.O.M. .OM. /TEXTURED TEXTURED FINI51� 7 �� e FINISH It � TEMP. � �l a, MAIN FF. LINE MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 1/811 : 1411 12 12 6F777 SHINGLE 12 G.C. VERIFY ALUMINUM ROOF 6OVER 2x6 5U5-FA5CIA — SHINGLE (TYPICAL) PLT. HT. ROOF - - PLT. HT. STUCCO STUCCO 6' FIN15H FG. FG. * FINI51�7 12 � SECOND FF. LINE 4D SHINGLE811 _SECOND FF. LINE T.O.M. ROOF T.OM. - d TEXTURED TEXTURED FINISH FIN15H MAIN FF. LINE I [TEMP. MAIN F.F. LINE GRADE LINE GRADE LINE (ASSUMED) (A55UMED) REAR ELEVATION 50ALE: 11811 = 1'-0.1 61� 12 6 12 � 12 SHINGLE 6� ROOFLE G.C. VERIFY ALUMINUM OVER a6 ROOF PLT. HT. _ _ _ - - 2x6 60-FA50IA (TYPICAL) PLT. HT. 6? /STUCCO ■ ❑ /5TUCCO /5TUCCO 12 FIN15H FIN15H FIN15H 6� SHINGLE 1122 4 SECOND FF. LINE_ /SHINGLE 811 SECOND FF. LINE ROOF SECOND F.F. LINE ROOF 7 - 8 - T.OM. / D.M.T JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED x P 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER r Uo o to 0 _j co fA Y/ 2 sm N� 63 L. L .,1 cc",) ° LL 00LD 0 c E L J (D L.00.2,0- Z 4V JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED (A C)mw w Nr Y O 0 z m O z cn oc ne o� = O CD � O /TEXTURED /TEXTURED %�11 � /TEXTURED /TEXTURED 2585 2 -0 FINISH 7 SERV DR FINISH � � FINISH � FINISH 7 -�; � • MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ - - MAIN FF. INE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION ar�lr r` SCALE: 1/6" : 14`. 1-011 _'9 g 2 ELEVATION "A GARAGE RIGH • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER z=-� EST. 1994 sz -- -� (A C)mw w Nr Y O 0 z m O z cn oc ne o� = O CD � O /TEXTURED /TEXTURED %�11 � /TEXTURED /TEXTURED 2585 2 -0 FINISH 7 SERV DR FINISH � � FINISH � FINISH 7 -�; � • MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ - - MAIN FF. INE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION ar�lr r` SCALE: 1/6" : 14`. 1-011 _'9 g 2 ELEVATION "A GARAGE RIGH • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • SHEET • �� 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 7F MATERIAL PER :NATIONS WITH APPROVED )ERLAYMENT (REFER TO VER SHEET) :-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAP PER DF FRAMING PLAN BRG. HGT. M. DRIP EDGE . FASCIA ITED ALUM. SOFFIT :ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR Z"FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING -;15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE 2" -1" BEAD OF 1 CONST. ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I i EXTERIOR FINISH WATER PROOF CAULKING � PER BUILDER 1 � _ PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX (EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE TYPICAL SLIDING GLASS DOOR FLASHING DETAIL WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER i / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED /-FLASHING -\ WINDOW) , 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE s 7/16" O.S.B. SHEATHING FLASHING. 20" FLOOR TRUSS i 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FORy�lflllt���i CONNECTORS y, �24" FLOOR TRUSS �U•.••�i SEE STRUCTURAL �� . .'� leER �I'%F� �✓ � � 8 CMU BLOCK, P.- O ©• - sal • ..� �w i 0a - .- G� �o CEO 00 TYPICAL FLASHING AT BALCONY4 WALL COVERING X 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOE .THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WA ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250,, OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. NLm/v, a SA,NrTORD #�6w992 FLASHING DETAILS N.T.S. • JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED x 2 150 STATE STREET EAST OUXAW , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER --mea EST. 1994-� r i0 -04) 00 0_ j ,1, C) N°MOO) o artN r N Lm L M QQLL 20L. v_0�0 0 C0 Y W L -J �000 roti •M+ z020 • JOB NUMBER 26002.040 CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED 2585 • TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXAW , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER --mea EST. 1994-� 2585 • TITLE • FLASHING DETAILS 5HEATHING TEXTURE FIN15H COAT BROUJN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.S. SELF ADHE5IVE FLASHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. ��4 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE '\\ BARRIER MA50NRY BLOCK _WALL SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A DO NO'I Fvyon VVGr\ BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WAI I OUCATUMI'l DOOR ROUGH OPENING 3A'A" BEAD OF CONSTR. kDHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN JP JAMB 6". USE LIQUID NAIL BRAND )R EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING BFLOOR RIM JOIST EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN FLASHING SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF / Q THRESHOLD / SECTION -A (SEE DETAIL WP02) \ ° SELF -ADHERED FLASHING / \ 0° s NAILING FLANGE SELF -ADHERED FLASHING SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING GALV. MTL. 'L' FLASHING fV z_ 1 r 611 z M DIVERTER FLASHING61, MI/t/ J.v •J..::. J DRIP EDGE >. FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE ROOF FLASHING CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -\ 6TO12" PER PLAN SPEC'S. GALV. 'L' FLASHING TYPICAL. ROOFING FELT '"*—DRIP EDGE -'- - FASCIA FIGURE 3: CORNER DETAIL WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH 4t� Noi SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SELF -ADHERED FLASHING INSIDE CORNER 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL co RooF °E Cqy ° TyRFgSS/,y ° Q/ sS'O �/sy RoOF °AGK ROS qrq p��Q 2 s`°E� D TO �H 00\01E G URS ° GOU�SE RS a Mit P�°RSP EO p(N 'g ZN° COV 0 0 � RAKE METAL z2 29. DRIP EDGE 5° EAVES LINE VALLEY BY CENTERING 36" WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE 01WATERPROOFING SHINGLE 7' , UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE \ RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE -' FIGURE 4: VALLEY DETAIL TEXTURED, PAINTED Effilmh UNPERFORATED FLANGE 7/8" CRICKET AS - EXTER. WALL FINISH ^1/2" CEMENTITIOUS 0 J0i.�, ASPHALT BASED SPECIFIED ROOF CRICKET: 6" X 18" H GALV. "Ott!" G� C'Y ..� 00'A62 205)�M SEALANT APPLIED BY PLAN MIN: ISLOPE R (REQUIRED AT FLASHING CONT. L •>'jM BEHIND FLASHING °pIL• ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP 0 roe 0 °' AND EXTENDING A LOCATIONS) AT ENTRY I=> ro � z 4J C4 o 0Qro' MINIMUM OF 6" ABOVE y� C 40 1 ZNLd SHINGLESROOF w= VERTICAL RISE OF >u) FLASHING AT KNEEWALL 4:` \ 6" X 18" H GALV. 00 FLASHING CONT. iv SEALANT ' ROOF MATERIAL PER r ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIREDFLASHING DETAILS UN DERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. 6" HORIZ. PRIE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL co RooF °E Cqy ° TyRFgSS/,y ° Q/ sS'O �/sy RoOF °AGK ROS qrq p��Q 2 s`°E� D TO �H 00\01E G URS ° GOU�SE RS a Mit P�°RSP EO p(N 'g ZN° COV 0 0 � RAKE METAL z2 29. DRIP EDGE 5° EAVES LINE VALLEY BY CENTERING 36" WIDE 14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE 01WATERPROOFING SHINGLE 7' , UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE \ RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE -' FIGURE 4: VALLEY DETAIL NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR N1 CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. — 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 - APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 - BUILDING PAPER -7/16" O.S.B. SHEATHING - METAL FLASHING - 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VLV VIVI V/•'IV Lf� IJV 1 1 VIVI JOINT ONLY METAL FLASHING 3-1/2" Effilmh UNPERFORATED FLANGE 7/8" - EST. 1994 �- ^1/2" CEMENTITIOUS 0 J0i.�, NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR N1 CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. — 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 - APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 - BUILDING PAPER -7/16" O.S.B. SHEATHING - METAL FLASHING - 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 1 1/2" TO 2" ABOVE ROOF SHEATHING SLAB 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VLV VIVI V/•'IV Lf� IJV 1 1 VIVI JOINT ONLY METAL FLASHING 3-1/2" x 0 UNPERFORATED FLANGE 7/8" WEEP SCREED EST. 1994 �- ^1/2" CEMENTITIOUS 0 J0i.�, DECORATIVE FINISH T "Ott!" G� C'Y ..� 00'A62 205)�M D id ILL(D C4 • • T CIiA ax i EDIFt TF • M �E ° , e ,�••, EA T i4dle FOR ®®1t ®qm® BLOCK mW® OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE �+u�nrwnln *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST I METAL FLASHING 1 1 1 1 V/ \L. V/ \L -L -L- 1 FLASHING DETAIL SELF -ADHERED FLASHING OUTSIDE CORNER WALL PER PLAN 1/2" CEMENT P FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED — INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED FLASHING PATCH )HERED FLASHING J08 NUMBER 26002°040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED a°I I a x 0 J DAVIS BEWS DESIGN GROUP U10 o No EST. 1994 �- 0 J0i.�, 00'A62 205)�M N L •>'jM °pIL• 0 roe 0 °' 0 0-j c I=> ro � 4J C4 o 0Qro' y� C 40 1 ZNLd J08 NUMBER 26002°040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED a°I I a J DAVIS BEWS DESIGN GROUP U EST. 1994 �- ATERIAL PER „ 5"x5" METAL FLASHING IONS WITH APPROVED 6 .AYMENT (REFER TO w/TAR BETWEEN 2585 SHEET) FLASHING AND SHINGLES All 31NEERED ROOF RUN KICKOUT FLASHING 6" iS AT 24" O.C. PAST EDGE OF ROOF • TITLE • ROOF PER PLAN FLASHING DETAILS TYPICAL ROOF TO — -- -- — WALL FLASHING DETAIL PLAN VIEW SAN t')R1) • THESE DETAILS ARE GENERIC AND MEANT SHEET • TO SHOW GENERAL FLASHING AND � LAS H I N G C ETAI LS WATERPROOFING METHODS TO BE USED. N.T.S. �6-992 • J DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �- ATERIAL PER „ 5"x5" METAL FLASHING IONS WITH APPROVED 6 .AYMENT (REFER TO w/TAR BETWEEN 2585 SHEET) FLASHING AND SHINGLES All 31NEERED ROOF RUN KICKOUT FLASHING 6" iS AT 24" O.C. PAST EDGE OF ROOF • TITLE • ROOF PER PLAN FLASHING DETAILS TYPICAL ROOF TO — -- -- — WALL FLASHING DETAIL PLAN VIEW SAN t')R1) • THESE DETAILS ARE GENERIC AND MEANT SHEET • TO SHOW GENERAL FLASHING AND � LAS H I N G C ETAI LS WATERPROOFING METHODS TO BE USED. N.T.S. �6-992 • W.P.. L---J L ---J — — — — — — — — - / I I STD. LIGHT OPT. FAN ��� FAMILY ROOM W/ FAN \ OPT. / \ LANAI UP TO / FAN/ LIGHT WALL MOl1NT W.P. AT 8'-8" GRI. CM D - T SD ROUGH -IN /. FOR OPT. / FAN/LIGHT A/C DISCONN. e� ¢� OF WINDOWS PENDANT (VERIFY \ LOCATION) DINING 1 HORIZ. MAKE-UP J I LIGHT < i ROUGH -IN MASTER SUITE FOR OPT, M. BATH I o DEN FANLIGHT _ n MAKE-UP LIGHT W.P. 0 VENT HOOD AND MICRO TO EXTERIOR W.P. / G.F.I. FOR MICROWAVE WALL T.11�x. SERVICE OUTLET +14"--\MNT. (fr.,90 t ELEC. D PANEL AT 48 200 AMP IRRIG. ------ -- a / G.C. VERIFY 4 / UNDER CABINET I G.F.I. oc \Ol, LIGHTING IN KITCHENO I AT 48" GARAGE KITCHEN l / J /FOYER \ � \ PUSHBUTTON FOR GF.I. AT 48 GD. DIENER I PENDANT L (VERIFY — — — - LOCATION) I G.F.I. \ AT 48" GF.I. D 220 V. L I_ J I GF.I L!_ J UTIL. -DIRECT VENT DRYER THRU EXT. WALL ENTRY PW '(0, \ I NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED L CTfRICAL <E�- 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC, COMBO - SQUARE D WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET J Lo O J cr) REFER TO FLOOR \ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR TYP. X14 AND 012 COPPER TO PLAN FOR NOTED MAIN DISC. 13 THREE-WAY SWITCH INSIDE LIGHTS AND OUTLETS AMPS, REQUIRED I - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PANEL V COPPER TO ;Q. RECESSED INCANDESCENT LIGHT FIXTURE I -Ec LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT N 0Ol�h WATER HEATER UNDERGROUND EXHAUST FAN ;Q• EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 18 COPPER TO RANGE SERVICE BY O PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR POWER COMPANY s0 SMOKE DETECTOR LIGHT SMOKE / CARBON MONO. COMBO DETECTOR 04 COPPER TO 5/8" GROUND ROD I Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) ALSO SERVICE TO BE BONDED �p ELECTRIC METER 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. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED S P,�\PFORD 992 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT L CTfRICAL <E�- DUPLEX CONVENIENCE OUTLET ;OACH .IGHT I DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET J Lo O J cr) .F.�. HALF -SWITCHED DUPLEX OUTLET \ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET N_ WALL SWITCH 1 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH 5'o M ID DIMMER SWITCH I - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 �.0 C O ;Q. RECESSED INCANDESCENT LIGHT FIXTURE I -Ec LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT N 0Ol�h o FLUORESCENT LIGHT FIXTURE EXHAUST FAN ;Q• EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) / cH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR COAD s0 SMOKE DETECTOR LIGHT SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THEW06TAT �p ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\ /> ROUGH -IN FOR OPT, CEILING FAN v � c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN NOTES - 1, PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE., 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI), 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.P.A.10, N.E.C. 2011, FB -CR - 5tH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POUTER FROM THE BUILDING WIRING WHEN SUCH IUIRING IS SERVED FROM THE LOCAL POUTER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAF416 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. S P,�\PFORD 992 MAIN FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED DAVIS BEWS DESIGN GROUP x ro w -� EST. 1994 r- 0 J Lo O J cr) o�00) N_ >_>JN 5'o M as p 0 -0N 0 �.0 C O Y cm N 0Ol�h a•+ z.0 2 ov JOB NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED CD ll�rw O 0 m O z Ln 1�mmq O rylo z °C � O CD p 0 .2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDMW , FLORIDA 34677 813.92.5.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER.. -� EST. 1994 CD ll�rw O 0 m O z Ln 1�mmq O rylo z °C � O CD p 0 .2585 • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • MAS -UP LIGHT ELECTfRfCAL <E� s pov, 'l 4 F4 9 0 - UPPER UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT DUPLEX CONVENIENCE OUTLET — — — X N w DUPLEX OUTLET ABOVE COUNTER I TAMPA • DENVER. wa. WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET JO�O J co ; �$ HALF -SWITCHED DUPLEX OUTLET N CD i 2<q SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR p� 220 VOLT OUTLET i > J N WALL SWITCH l Loa IL 13 THREE-WAY SWITCH O 0U 14 FOUR-WAY SWITCH ID DIMMER SWITCH L-= O -�- CEILING: MOUNTED INCANDESCENT LIGHT FIXTURE E0—JcO LL tv & Y w �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE L i0 RECESSED INCANDESCENT LIGHT FIXTURE - C. LIGHT FIXTURE WITH PULL CHAIN O�cc�h Z 04 TRACK LIGHT - FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) El PU643UTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CANON MONO. COMBO DETECTOR — — — TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) THEW05TAT �1M7 ELECTRIC METER Aw ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) , ROUGH -IN FOR OPT. CEILING FAN v � c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRUPTER5 IGF.(.) A5 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 ... 1411 (UNLESS ABv COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY MOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER REC. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. G.C. VERIFY ALL 6. IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SMOKE DETECTORS ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R. - 5TH TO BE HARD -WIRED EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCE$. 1. EVERY BUILDING HAVING A F0561L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE WALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALAR'15 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARM6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. s pov, 'l 4 F4 9 0 - UPPER UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • J0B NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED X N w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. Lo r0 0 JO�O J co ; N CD i 2<q M N , i > J N l Loa IL O 0U ro C h - h L-= O E0—JcO LL tv & Y w L t0 4, * fp -two O�cc�h Z 04 - • J0B NUMBER 26002.040 • CAD FILE NAME LOT 107 TB ISSUED 03-16-16 REVISED .2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 �-- .2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES INDEX OF DRAWINGS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 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) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) W 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED AREA 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 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 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. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SHEET SHEET SHEET TITLE (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND 'TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. Q "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc- 900 Fc j = 900 Fc j = 450 j - MINIMUM G50 ZINC COATING Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS W 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 S2 FOUNDATION PLAN THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT ❑ 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. W S3 DOWEL PLACEMENT PLAN ESTABLISHEDFLORIDA DEPARTMENT OF AGRICULTURE AND 3 FOR ALL OT WOOD TREATER. FOLLOW THE RECOMMENDATIONS OF THE X CONSUMER SERVICES. z 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES O OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN N CAST IN PLACE CONCRETE ,. PREFABRICATED WOOD TRUSSES z �- 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF S4.1 NOTES & CONNECTOR LEGEND o 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR U S4.2 ROOF FRAMING PLAN AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT w W 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR F- W S5 LINTEL PLAN CONFORMING TO ASTM A-6115 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED w 0 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE ❑ S D FOUNDATION DETAILS WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR 0 THE 6".FIBERMIX OF THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODEO 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, ANDTRUSSES z S D2 GENERAL DETAILS REQUIREMENTS TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE -. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDINGSPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD S D3 GENERAL DETAILS m W BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24 LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1.❑ SD4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS O SD5 TWO �+TOp�/ DETAILS I Lam+ 7. SLAB ON GRADE,BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS E3NFORCEMENT -J ,� r�uii�ttei // TO UPPER OF THE SLAB.SHALL 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY �7 VV �7 ft I /"'y �7 W ®Q� w �r �` ��/�/'ri�r a- TRUSSES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS 0. �(i` 000000,0 N ` • •• �� ri ~Nli� 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: w' Q �•�� �® 6 FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST1 STAIR DETAILS '' ,� z C4 W OS Q z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) - OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) U P DATES Q Ci• - '•� p 3. FASTENERS OTHER THAN MAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL ��;•"C� ! g OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: ` �" � �' •.• •.• Cj .� � Q � ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. A)FLOORS = 40 PSF w W ,"••""•4 `�� O dor® � J J MASONRY WALL CONSTRUCTIONB) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION Q `,����� U- 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF 16th CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF 1 '55/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, Q PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WITH MASTER 2 AND WITH BONUS & MASTER 2 = fi ' y +� 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: I- 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES = 15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES O 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS w SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS-ADD1T'L -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3 12/18/2014 CREATED ELEV. C W/ BONUS - TRUSSWAY FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TRUSSES O PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ROOF HIP/RIDGE U • 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN ISz 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES -- z° WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" Q P4O FOOTING &LINTEL STEEL IS ADEQUATE @TOP &BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 M= ca REMOVED OPTIONAL MASTER SUITE 2 AND POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3)12d TOENAILS EACH END. "X" 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. "X" 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND "X" MASTER PER BILL YOUNGMAN'S REQUEST < COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. BRACING TO START 20'-0" MAX FROM #1 HIPS 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 LL ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6 4/14/20155 UPDATED ELEV, A STD W/ TRUSSWAY TRUSSES 0 O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING TB (0 j 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS -56 z Q LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 0 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 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 O CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. o ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS a 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 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) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED AREA REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S 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 DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND 'TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD CELLS PER PLAN. Win' z z E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc- 900 Fc j = 900 Fc j = 450 j - 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 LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 16' LINO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 0 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5505 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE, 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS W 8 1/26/2016 ADDED ALTERNATE DEN OPTION 0 w z ❑ �-- U_' U o (1)JP,g* WWwarn ❑ Z 0 tf M� Q c F- Z U) CX ca 0 O < �No13m a O -I a- ? p Q � "9 9 0 O a<gWCjE c.) Egg w g = LU z I- D O 00 w E -- U �.. ��^^- LLJ V) O _ U U Q z ❑ LU W O CL 2 z Q o O Z O ti 11 z w Z J O 0 _j z OC < LU ~ �! O 0000 N Li O _j Z I- p LU LL W w >- 13 O w O F-2� ❑ W W H STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC Q Z JOB No. TM - 2151906 G/'''°I` I OR.D W SCALE: AS INDICATED l� ❑ FASTENERS, LOAD, AND TOLERANCES. b��.i�� W DATE: 03-21-16 8d NAILS @ 4 O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY Of UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. U) 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD fj SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. S1 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. M 0 Z 0 �o LO} r tr 0 N !1IFIS IF16' BOLLARD DETAIL S2) " 52'-4" 2 STORY FOOTING 1 )1 00 2 iv E N A 00 2 04 101 0 0 0 M ROUND TOP; TROWEL SMOOTH PRIME PIPE W/ RUST INHIBITIVE PRIMER AND FINISH PER BUILDER DIRECTION 6" SCH. 40 STEEL PIPE FILLED W/ 2500 psi CONCRETE SLAB PER PLAN 2500 psi CONCRETE BASE FOR EMBEDMENT TREATED SUB -GRADE PER SPECIFICATIONS 3/8"=1'-0" FOUNDATION PLAN FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. U 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH •• .-CCs 01 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL N (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR - EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. F 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM r• %i ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. t LAP SPLICES SHALL BE NO LESS THAN 25". ,J L 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR t RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. i r t 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE ♦ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR L USE ALTERNATE APPROVED METHOD. ' E 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY L t COMMUNITY & COUNTY CODES. t 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. L 9. NO WOOD STAKES PERMITTED IN FOUNDATION. i 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO E DETERMINE STEP LOCATIONS IF REQUIRED - t 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND M N SD1 FOR STANDARD 0000 FOOTING STEP DOWN AND CORNER INFORM 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNI • SOURCE S SHALL BE (ELEVATED A MIN OF 18". CONTRACTOR TO PROM CH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION M ,� 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS '" t FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. O W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS : DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). ` THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 F PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO t DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND p H2H FOOTING SIZES PENDING DEPTH OF STEMWALL FOOTING SCHEDULE 3 dp w/ #5's EQUALLY SPACED EA. t O12"x12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. t J BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: CFG / BAD dp w/ #5's EQUALLY SPACED EA. 2O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. _-STRUCT: AML BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. CC 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. = JOB No. TM - 2151906 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. SCALE: AS INDICATED BARS & 3" MIN. COVER TO EDGE OF CONC. t 03-21-16 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. t 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O36"x36"x12" WAY MIN. 2" HORIZ CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. t 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. f BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. F BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/#5's EQUALLY SPACED EA. O60"40"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. l BARS & 3" MIN. COVER TO EDGE OF CONC. i SYMBOLS LEGEND i ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. c TO TIE BEAM ( 6'-8" 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. 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. " rSAI, )I'�(' 0RD T1 r 9 9 11 . O CL ' U W : r) 11 OP., I ^J 0 c.) I� �) 3r:8* LLI A z Ca Q M� 1 O Z�Y3m > Q U oFF_ C) 0 Qat-'ej E z z Q r��a J z� I- O O I— W i = i U) ��II�IEuI U •• •• .-CCs 01 - N W0 V•0 CM N W r., J re W .�+ z z r• %i Q �s f per' � J ,J H GVi• a, "aQ rcG� 0090 r r ♦ J PP�y zJ0 ILL I ^J 0 c.) I� �) 3r:8* LLI A z Ca Q M� 1 O Z�Y3m > Q U oFF_ C) 0 Qat-'ej E z z Q r��a J z� I- O O I— W i = i U) ��II�IEuI U c z r zJ0 Q LLJ- a � O C O 0000 LO 2 C4 O W Z LL W }-�0 p H2H 3 � 0- J STRUCTURAL ENG: CFG / BAD DRAFTING: _-STRUCT: AML QC CHECK: CC = JOB No. TM - 2151906 SCALE: AS INDICATED J DATE: - 03-21-16 C am - 7'-0" 6-8" 6'-8" 6'-8" 3'-8" 7'-0" 4--6" 3'-10" 3'-2" 3'-2" k 7'-4" el SYMBOLS LEGEND 0 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. DOWEL PLACEMENT PLAN_ 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Z .0 n 00 W F— z z W 0 U) 3r:8., W 0 &,jz C/5 0� R W 06 (D z 4c 9- d) — T5 d I 81gg.r0:5 < z I 8 < CL Z) U) z a 95 &1 z U) P! ej 5 0 C<!j68q a. LU W Z LL. 00 0 W W r -I Ur, I z 0 1�- 11 j z Z1 0 0 DC -j Lu O00p L0 C4 0 W Z W a 0 0 0 j STRUCTURAL ENG: CFG BAD DRAFTING: -STRUCT: AML QC CHECK: cc JOB No. TM - 2151906 SCALE: AS INDICATED DATE: 03-21-16 S3 OHO J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 FIRST FLOOR FRAMING PLAN u 1-011 -Ll' NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND # 16-992 COPYRIGHT MCD 2014• The information contained in this document is co ri Marl and is the exclusive m ert of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES LLC Any use duplication or transfer of these documents without the expressed written consent of MONTA CONSULTING P. DESIGN OF WMR &ASSOCIATES LLC is strictl rohibifil pY 9 p p Y Y p J Z w 0 w d Z O O N Z a- U w U) W tc Lu 0 0 Z m W LLO CAD N N W P�i 4 Z .� , Q �H Q:; w� v j 4 .` o w 0 w Q 0 Z Q P u a c 'LL O cli°. �. m of a O Z O CID O 0- z Lu Q J F- w �Yg� LN N 0 Q 06 I- Z W V can a g -e T LL Z OFPig Z < .~J t�%NFZ O o�g OLL Z = ��L J 0 �tIE w U it Is a Q � H N !- _ J O Z u- §,q ~� z w F— I- u - q w F— o r - a z 0 w (D a 7n Z Q ° Q z O O r. J I'-^ C z V T- Z z ZnO °z T- 0000 � �to Nm J F- W _ ..._ (D QO= U) Q H H 0 Lu STRUCTURAL ENG: CFG / BAD (� DRAFTING: -STRUCT: V)AML J QC CHECK: CC a _ F- JOB No. TM - 2151906 Z LU SCALE. AS INDICATED 0 _ (n DATE: -- - 03-21-16 w ofw S4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2' FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. OR ENDNAILS OR ENDNAILS (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & -r" EPDXY ANCHOR w/MIN. BW5 16d NAILS 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING 12" ADJUST AS REQ'D TO MISS STUDS OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" BW6 1 1/2" THREADED ROD @ 48" O.C. 1160 plf 1rd. PT. STANDARD HEADER NOTES 12" ADJUST AS REQ'D TO MISS STUDS APPROVAL FROM E.O.R. s ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. %2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) <8>(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4'W" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O ----STOP---- 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & -r" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ 16d NAILS 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. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING E5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE AO (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN <8>(2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4'W" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O ----STOP---- O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & -r" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" ❑META16 1 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 BUILDER NOTE: TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR ----STOP---- H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 Q HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS E5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 ROOFS: (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION IflMGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT O NAILS & (18)4"x2T" TAPCONS El HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT PLY CLIPS TO BE SPhCED NO MORE THAN 24 O.C. TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS & ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT i j 06 J 19 HTT4 w/(18) 16d x 22' NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 H (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) p 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 BE IN ACCORDANCE WITH ASTM A 153. 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALT. USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS I-- JOB No. TM - 2151906 TO POST: SIMP. HTS20 OR LSTA18 07 ❑ END LLJ TO BEAM: SIMP. HUC48 w/(14)16d NAILS co w (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" PLATE TAPCONS F -■-I ON MASONRY: SIMP. META16 BUILDER NOTE: TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d M PLATE NAILS & (18)4'x24" TAPCONS a „ ° ----STOP---- ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 AND CALL THE ENGINEER OF RECORD PRIOR TO _Y TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ° ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION TO BEAM: SIMP. HUC410 w/(18)16d & LL (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O NAILS & (18)4"x2T" TAPCONS UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 PLY CLIPS TO BE SPhCED NO MORE THAN 24 O.C. 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)10d NAILS & (18)4'x24" TAPCONS & ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. ON MASONRY: SIMP. META16 W TO POST: (2) SIMP. HTS20 OR LSTA18 z o N � ^' AND AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER BE PLACED AT ALL SHEATHING JOINTS. ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL C� V) a do EDGES 6" IN FIELD, BLOCKING SHALL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 z z ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL z O W " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d a j SEE WF10/SD4 FOR MORE INFO. NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME Ar:EA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, T YOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT R TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TR SHO DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVI AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE 2 a� 0 O a. W W 0 ``�eee►l►Iyllifl�����' cow ��•Q�` r ��j'y�✓•, tee'o � eeee°eeee° �� r� e° °fie i may= 04 + .. ¢ Z e ZN W Oe v '( C, Q eee C7 `` ❑_ 0eeeeeeee0 411111 ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED :> 0 I-- JOB No. TM - 2151906 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. 07 ❑ END LLJ SCALE AS INDICATED co w DATE. 03-21-16 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER a�0 1/4"=11-011 cn 41 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. F -■-I / BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z 0 .ry z TRUSS MANUFACTURERS LAYOUT M z a „ ° ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO _Y PLACEMENT OF ANY TRUSSES U - 0 NAILING SCHEDULE: ° Q ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 7 0 0 FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. U Z PLY CLIPS TO BE SPhCED NO MORE THAN 24 O.C. Z) 9 GABLE ENDS: U)W & ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. ❑ W 0 z o N � ^' AND AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER BE PLACED AT ALL SHEATHING JOINTS. �¢ 7 Z Q C� V) a do EDGES 6" IN FIELD, BLOCKING SHALL z z H iggIgz EXTERIOR WALLS: z O W -I a j SEE WF10/SD4 FOR MORE INFO. 8p Z 91s aFS E NAILS: OU X NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. i j 06 J W 6 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, H HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY H � W p TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. U z I- O APA SHEATHING NOTE: 0 W 7 = Z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED O PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U WITH (3) 10d TOENAILS. Q z Emma ❑ FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND A DIT NAL INFORMATION REQ FOR DOOR AND WINDOW INSTALLATION ALONG WITH W cn a Z Q � o Z O J ` O ❑ V Z 7- Z J O 0 z W 0 W 0000 0 WNm J Z _ I- W LL ELI LU }. D 0 _ O Fn O F��-�H U) tl. W STRUCTURAL ENG: CFG / BAD (� DRAFTING: D 10 F__ STRUCT: AML DIMENSTIONS NOT SHOWN HERE. U NOTES & CONNECTOR LEG �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. J QC CHECK: CC I-- JOB No. TM - 2151906 z- --- - -..--- ------------ - - - -- - ._.... ..- ❑ END LLJ SCALE AS INDICATED co w DATE. 03-21-16 W 1/4"=11-011 cn 41 00 J08 J09 J10 J11 J11 J10 J09 J08 STANDARD 2ND FLOOR FRAMING NOTES: w Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR (� WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR J a - TO FOLLOW THE DETAILS INDICATED BELOW' Z OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS LU SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR 0 SHEATHING IS NOT CONTINUOUS) C0 OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR ' Z SHEATHING IS NOT CONTINUOUS) 0 N 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. z p„ O U W � EXTERIOR FRAME WALL o LO SCHEDULE w 0 (TAYLOR MORRISON) 0 WALLS WITH PLASTER OR STUCCO FINISHES z p------------- -- -- - WALL HEIGHT STUD &SPECIES SPACING SPACINGINTERIOR ZONE END ZONE J 5 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX CD Q L 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX CC `®��u►irrrrr,, 9'-4" 2x4 SPF #1/#2 1 MAX 16" O.C. MAX u" ���� ' ���j W d 10'04 -0" 2X4 SPF #1/#2 16" O.C. M 12" O.C. MA ,�+" N. �"±" Ili,'r IY v �C) : c3 W o EXTERIOR FRAME WALL NOTES o ` a; a w z z a2=� U 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED "•"" ."'Ca�,�g p TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR "• '*000 "" ; �e� Q STUD SPACING. 2. SEES DIETAIL RED WF110/SD4 OR REQUIRED WALL SHEATHING THICKNESS s�!// O & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE Q t, n NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN H 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 4 REVIEW OF EXTERIOR STUDS c!1 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE w SCJ MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS CL 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.O Mei . o 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ci Q o 71 Q' ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B U LU _>" v LL 0rnp Q� c L C SANFORD I F 992, ROOF FRAMING PLAN 1/4"=1'-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. h i z Q � W N 0tq ^ I ) W p �I1 06 1-ZN 0) j E Z OFC1 G ^ o a<# l LLQ �N I J H Z LL. �- O00 i ~ O � W i W Fni f!1 Lj l ) a o Z o� �o 0� z�0 O _j Y 0 00 00 ' � m _j Z I— W —'— j LU 0 O I•— ~ STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: AML QC CHECK: CC JOB No. TM - 2151906 J SCALE: AS INDICATED J DATE: 03-21-16 S4.2 CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEETMETAL & BEARING (MIN 3") . LINTEL, #5 TO BE `. PAPER FELT 10" HOOK z J CL W W EL 2I 0' w' z O Q HOOKED INTO PROHIBITED) SIDE VERTICALS ' � '° ' en e' •ae °• .ems �� .4• .° ,� 4 •,° I ° . 'a. A ° °'' a °I4 i. ° e• � �, 4 ROUGH OPENING PER PLAN I` A ° J ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH 14' q. I -SHEAR WALL AT OPENING a �° TYPI AL SHEAR WALL SEGMENT '.4 ' ° 4All 711 4 . 4ll 1 /4 91 /4 e #4 4 ° TRANSOM OPENING 20 3 55/8 121/2 e #5 31/8 7 113/4 a °I4 i. ° e• � �, 4 ROUGH OPENING PER PLAN I` A ° J 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 STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH r: NO -SHEAR WALL AT OPENING a �° TYPI AL SHEAR WALL SEGMENT :r.• . LINTEL PER PLAN "•° { ` . ' ° 4All 711 4 . 4ll 1 /4 91 /4 e #4 4 5 5/8 TRANSOM OPENING 20 3 55/8 121/2 ° n #5 31/8 7 113/4 25 33/4 '. TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE NO -SHEAR WALL AT OPENING "D11 TYPI AL SHEAR WALL SEGMENT :r.• . LINTEL PER PLAN "•° { ` . ' 1117/8 4All 711 15 2'1/4 4ll 1 /4 91 /4 #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-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 18/ 7. •' "D11 16 1ctl :r.• . LINTEL PER PLAN "•° { ` . ' 1117/8 4All 711 15 2'1/4 4ll 1 /4 91 /4 #4 21/2 5 5/8 TRANSOM OPENING 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 '. 151/2 FRAME INFILL AROUI* #6 • :y 81/16 14 30 41/2 81/16 WINDOW BY BUILDER 36 #7 -----SEE FOUNDATION 1/21 35 '`• 'PLAN SEE WF01/SD3 FOR / 3/41 42 FOR FILLED CELL INFO. MIN. (1) IS REQ'D MORE INFO ;;,. ., ` ON EITHER SIDE U.N.O. ` . (2) 2X8 WOOD HEADER ' '• • : • TURNED SIDEWAYS. .'; FIRST PLY 2X8 TO A'4 .:` MASONRY WALL W/ DOOR OPENING ' ;; ' .;' SIMPSON HUS26 HANGER }: @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 1/2" NAILS INTO HEADER. 21ND PLY TO 1ST PLY W/' 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-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 18/ 14 "D11 16 1ctl " 8 #3 1117/8 4All 711 15 2'1/4 4ll 1 /4 91 /4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16116 1/21 35 1 51/4 19 13/16121 3/41 42 I U U #3=2%" #4=2%z' #5=2%2' #6=3" #7=3%2' 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 6'-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS 1 -- STANDARD sTANDARDLINTELs STANDARD LINTEL NOTES o "LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. J 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/81073. ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Z UJI 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 31-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 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 WW 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 (� 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 � 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 W 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p O 13'-4" 0 328/0 1234/0 1779/0 2662/0 U 14'-0" 0 292/0 1160/0 1660/0 2439/0 O 16-0" 0 284/0 95010 1379/0 1997/0 MATERIALS 181-011 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. m W 20'-0" 0 1 180/0 598/0 1 1024/0 1441/0 Q 20'-8" 0 145/0 550/0 981/0 1376/0 2. fc PRESTRESSED LINTELS = 6000 psi. p 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. EE 22'-8" 0 110/0 450/0 824/0 1147/0 O 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE J RECESSED LINTELS -FILLED w STRENGTH = 1900 PSL 81322-1B/8R22-OB ���•` ..•�V,11 � erg LL a o 2'4"CLEAR OPENING 8136 -16/8136 -OB 81314-18/81314-0B 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 G LL 6•.j� �i 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. : r, 0Q Vr' U W T-0" 1230/1230 2769/2769 4085/4085 �'w dN �Q Z z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE • a o• 4'-4" 846/833 2121/1716 3127/2839 '. O %4 `4% � `x 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F =FILLED WITH GROUT / /'•.• Z 4k CI_ —S ``� = 2 Q 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED � •.....••.O`e,�� Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �,' W �`� J O g'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-1 B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY O s 1 `� ewo1A� U_ O 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8F8-1B/1T _`QUANTITY OF #5 REBAR AT TOP Q 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. OC 8RF14-1B/1T NOMINAL HEIGHT 0° 8F16-1B/1T NOMINAL WIDTH O TYPE DESIGNATION w 4, O 8RF14-0B/1T 0 8F16-0B/1T 1-1/2" CLEAR O U;: p+ j 0 8F20-1B/1T _j (D Z o OH _ #5 REBAR AT TOP MIN. (1) REQ'D M a O 8F20-0B/1T V J C.M.U. LU O 8RF22-1B/1T 00 � ° GROUT z #5 REBAR AT BOTTOM OF LINTEL Q O 8F24 -16/1T CAVITY U BOTTOM REINFORCING PROVIDED LL O 8RF22-OB/1T 7-5/8* ACTUAL IN LINTEL (VARIES) U) O O 8F24-0B/1T 8" NOMINAL WIDTH O FILLED 2'-10" N N 8RF30-1B/1T O O 8F32-1B/1T 1-1/2" CLEAR 0- 0 Ld 8RF30-0B/1T Q (D sr z #5 REBAR AT TOP MIN. (1) REQ'D U Z O 8F32 -0B/1T << C.M.U. z (� U U) �F$� 8F38 -1 B/1 T I' W o, °- Ln O Z 0 viOM�� O 8F12-1B/1T z < a2S Wzm�0 o cn Q cn io BOTTOM REINFORCING PROVIDED LL V Ir O 8F40 -0B/1T ` O Z 0 F o m 7-5/8" ACTUAL IN LINTEL (VARIES) Z� O 8F8 -0B/1T 8" NOMINAL WIDTH O = Q g 0 UNFILLED Z zz� O W O Q<WSSE SAFE LOAD TABLE NOTES w I- U C NN m S � w Z � �1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED = J � Z OHLINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL H � J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 2. 0 = NOT RATED. Z I-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O = 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U Vj ADDIONAL REINFORCED MASONRY ABOVE' THE PRECAST LINTEL. Q 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. Z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY w w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF U) SUPPORT. CIL 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. U —1 19. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q in 614" T-2" 4L L T-411 LINTEL PLAN LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = T-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. c Z 0 ti 11 � � 0 r Z —10 a � ❑ 3r C 0 00 0to 1 } 2Nm ]LU J LU 0 a 0 0 ~ ~ 11 u C STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML i L QC CHECK: CC = JOB No. TM - 2151906 a _ U SCALE: AS INDICATED 0 DATE: 03-21-16 U S5 (1) #5 FROM FTG. TO ' TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN CONCRETE SLAB PER w FOUNDATION PLAN VARIES ° - e 3/4"=1'-0" 3/4"=1'-011 SEE PLAN .' 1 A- d d w g � dl '.Aa °° I'e' t0 Lq GRADE WOOD POST PER PLAN 'A° °° �.I'e' — to ° d ,Ld - Co GRADE z o v) (Jn w FOR SIZE AND BASE o• .,z04 U.04 �: ' a z CONNECTION 4„ CID U) TOP COURSE TO BE _ a d •+..i '• CHAIR BLOCKS. J ------- W ENTIRE BASE TO BE o C* FILLED SOLID °e TOP VIEW CORNER MASONRY WALL SEE ELEVATION ¢++o+:oo•��+'•Oe�QarI CMU BASE w/ (1) #5 (2) #5 BARS CONT. = t ( _ — I I I3�' I (2) #5 BARS CONT. GARAGE WALL VERTICAL @ EACH CLEAN COMPACTED W/ 3' COVER TYP. COVER CLEAN COMPACTED W/ 3" COVER TYP. 3' C I R FILL @ 95% STANDARD FILL @ 95% STANDARD CONC. SLAB PER DENSITY DENSITY °. -4„ Ilk WHERE 2ND STORY OCCURS, FTG d WHERE 2ND STORY OCCURS, FTG FOUNDATION PLAN SHALL BE 1'-4" WIDE w/(3) #5 BARS DRIVEWAY BY SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AF6 TYPICAL GARAGE CURB FOOTING P .I id 3/4"=1'-0" � 3/4"=1'-011 OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 ' I CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY II BUILDER CONC. SLAB PER 8"x12" THICKENED 811 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER H 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING F- PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE U) REQ'D MIN 4" BELOW W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I J FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" I Q FOUNDATION PLAN CONC. SLAB PER Z z CONCRETE SLAB PER FOUNDATION PLAN W jL FOUNDATION PLAN wz 10 z 2x PT SILL PLATE 2x P.T. SILL PLATE 0 W as W� > co LU IF U) 4° IqI a'. I d e45° a —= II° 1I=— IIIIn II —;I1 II 1I.III , III II—_1I N _ ao U8vJ Uj l F — 16F"' W :7 8" 8" U') 0 O CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" (2) #5 BARS CONT. w/ 3 p FILL @ 95/STANDARD -COVER TYP.; AT 8 8 FILL @ 95 /o STANDARD COVER TYP.; AT FILL @ 95% STANDARD O DENSITY (2) #5 BARS CONT. w/ 3" co 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY J BE 20" WIDE m LLJ NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEA ° `��\�/�rrrj��i VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" W GRADE °- °° A d° d 1A 04a �° ° 1—III—III—III—I I ° ° _ _ z a ° I �., .EM -,_ � L 'a. ° . o d III _—I I I—I I I—I I I _ — II FEI I I_I I I—I =_— — —I� �_ a ° ° 04, a d .. _= I I I—I IT I I— a A ° — — I I I —-I�IIIII�IIIIIII—ISI �I ,- — II- I. 4 OP I a 4n —I .. _I _...8 I O a __ 11-11 I—� I—I 4 e ° I q (— — —I — 11-11 1 ''-1 I I_I I I—I I W W °_` — My — a I =I —I I I-1 I I— F- �, ME T � , �° � ° . U) OI—_ — --III— I — (2) #5 CONT. w/ 311 (2) #5 CONT. w/ MIN. — - COVER TYP. 1'4" (2) #5 BARS CONT. co COVER TYP. WI I I -III—III—III—I (—I (2) #5 BENT BARS w/ W/ 3" COVER TYP. CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE AF&9 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" I \ % 3/4°=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE o• .,z04 U.04 �: ' a z CONNECTION 4„ GARAGE TOP COURSE TO BE •+..i '• CHAIR BLOCKS. J ------- W ENTIRE BASE TO BE o C* FILLED SOLID °e TOP VIEW CORNER MASONRY WALL SEE ELEVATION ¢++o+:oo•��+'•Oe�QarI CMU BASE w/ (1) #5 CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH /'.`�1� J O BEYOND CORNER. SEE FLR. o .. �° " °" SLOPE CONC. SLAB PER (1) #5 FROM FTG. TOI PLAN FOR BASE SIZE °. d O FOUNDATION PLAN TIE BEAM MIN. 25" DRIVEWAY BY SEE FOUNDATION FOR P .I id 4, BUILDER- CONCRETE PAD SIZE A L :a w SPLICE GROUT CELL Q OR PAVERS A ;. w _ �A REINFORCEMENT SEE CONC. SLAB OR _,4 j w dI a q. I _ A• 1' I FOUNDATION PLANF=— PER PLAN a ° a° e .r'.I: °'. FOR QUANTITY e - — —t 1=1 - — CLEAN COMPACTED A. — _ _--I FILL @ 95% STANDARD d :a q' .. . #5 25 x 25CORNER PER MFG DENSITY _I I .. a — d A = 1.;�� 1 W 8 ° 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED • ME ME,. x BAR, ONE FOR EA. 01 — EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD -q aUp a MTHRESHOLD DENSITY O F1 THICKENED EDGE @ GARAGE DOOR AIF�lFOOTING @ ENTRY MASONRY COLUMN I- NOT USED 3/4"=1'-0" I \ % 3/4°=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" � V J LLI J � C( z W ��gt W o Q o 06 CD W Z P� �3 O 7 Z O J O � o I— O W H� z °� z Q W O U VJ C) Q z 0 W U) a- z Q o -- C TOP (2) #5 x 4'-0" CENTERED AT PIPVC OR SCH40 SLEEVE PE PENETRATION L 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV.CENTERED AT PENETRATION PIPE I—I I I—II a CONC. SLAB PER � I - FOUNDATION PLAN 8 C.M.U. FINISH PER F FINISH FLOOR ELEV. PENETRATING FINISH FLOOR °° — I — 4 ° GRADE PIPE PENETRATING PIPE FI 1 I=III— = I- — A. '. SEE FDN. ° . d ,° PLAN FOR C _ _I 4..•+ . ` •r.. LOOP TIE (TYP.) o _ q4 d •° q' SIZE &REINF. I C =III= =1 —I =� IIIA I =I I = PIPE PERPENDICULAR TO FND -I L i TOP (2) #5 x 4'-0" C PVC SLEEVE MIN. PVC OR SCH40 SLEEVE FOOTING PER PLAN - z e '. _— I = I- I=I I I I --I t CENTERED AT PIPE i-- in — - F DIAMETER TO BE 2 —III=1 11=III- PENETRATION C_ PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANI— t I - FILL @ 95% STANDARD -I - -- SEE FDN PLAN d C THAN THE SIDE VIEW) DENSITY 1—_ FOR SIZE PENETRATING PIPE PVC SLEEVE & REINF. =1 _ (FRONT VIEW)=� _� I ° I =� I- �, F PIPE VERTICAL THRU FDN � — a . d _ Oma Il��'<✓ SANFORL I I= � _— 11— 01171'�TYPICAL FOUNDATION PENETRATIONS I (—III_ I NOT USED #'►'6 - 992 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. a 0 r s Z F—E ZZJ0 0) Q C 0000 "2W)W F— 0WZ U 13 0 W 0 0 F— F— CR STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: AML QC CHECK: CC JOB No. TM - 2151906 SCALE AS INDICATED DATE: 03-21-16 3/4"=1'-0" 3/4"=1'-0" 3/4 -1 1-011�► Itt o• .,z04 U.04 �: ' a z z VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS w U •+..i '• - © t" '��,• 4 ; Cn �,• J W o C* Q °e MASONRY WALL ¢++o+:oo•��+'•Oe�QarI SEE PLAN /'.`�1� J O 7'� �° " °" SLOPE CONC. SLAB PER (1) #5 FROM FTG. TOI °PER FOUNDATION PLAN TIE BEAM MIN. 25" P .I id #5 CONT. MFG SPLICE GROUT CELL Q _ �A REINFORCEMENT SEE ".A. SOLID PER PLANS dI a q. I _ A• 1' I FOUNDATION PLANF=— a ° a° e .r'.I: °'. FOR QUANTITY q' .. . #5 25 x 25CORNER PER MFG W � x BAR, ONE FOR EA. I cad -oe– aUp a MTHRESHOLD 4 ° a . A I q O •i I- C'o i1 d .I CONC. SLAB PER A REBAR, TYP. U.N.O. FOUNDATION PLAN _ ° II—' II A de a .. (2) #5 BARS CONT.—III=III=III III— M Q 0 a SLOPE W/ 3" COVER TYP., @ W A. 2 -STORY CONDITION #5 BARS 20" PER MFG SLOPE EXT. SURFACE (3) w/ _ U OR GRADE 1/4" PER WIDE FOOTING CLEAN COMPACTED C) z %, FOOT AWAY FROM BUILDING FILL 95% STANDARD DENSITY 0 Q � ELASTOMERIC JOINT FILLER W O — a I TYPICAL CORNER BAR DETAIL (TOP VIEW) AF?EXTERIOR DOOR POURED SILL AF1 FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" � V J LLI J � C( z W ��gt W o Q o 06 CD W Z P� �3 O 7 Z O J O � o I— O W H� z °� z Q W O U VJ C) Q z 0 W U) a- z Q o -- C TOP (2) #5 x 4'-0" CENTERED AT PIPVC OR SCH40 SLEEVE PE PENETRATION L 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV.CENTERED AT PENETRATION PIPE I—I I I—II a CONC. SLAB PER � I - FOUNDATION PLAN 8 C.M.U. FINISH PER F FINISH FLOOR ELEV. PENETRATING FINISH FLOOR °° — I — 4 ° GRADE PIPE PENETRATING PIPE FI 1 I=III— = I- — A. '. SEE FDN. ° . d ,° PLAN FOR C _ _I 4..•+ . ` •r.. LOOP TIE (TYP.) o _ q4 d •° q' SIZE &REINF. I C =III= =1 —I =� IIIA I =I I = PIPE PERPENDICULAR TO FND -I L i TOP (2) #5 x 4'-0" C PVC SLEEVE MIN. PVC OR SCH40 SLEEVE FOOTING PER PLAN - z e '. _— I = I- I=I I I I --I t CENTERED AT PIPE i-- in — - F DIAMETER TO BE 2 —III=1 11=III- PENETRATION C_ PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLANI— t I - FILL @ 95% STANDARD -I - -- SEE FDN PLAN d C THAN THE SIDE VIEW) DENSITY 1—_ FOR SIZE PENETRATING PIPE PVC SLEEVE & REINF. =1 _ (FRONT VIEW)=� _� I ° I =� I- �, F PIPE VERTICAL THRU FDN � — a . d _ Oma Il��'<✓ SANFORL I I= � _— 11— 01171'�TYPICAL FOUNDATION PENETRATIONS I (—III_ I NOT USED #'►'6 - 992 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. a 0 r s Z F—E ZZJ0 0) Q C 0000 "2W)W F— 0WZ U 13 0 W 0 0 F— F— CR STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: AML QC CHECK: CC JOB No. TM - 2151906 SCALE AS INDICATED DATE: 03-21-16 u PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL U.N.O. 0 BUCK FRAMING INF( (1) #5 VERTICAL IN PRE -MANUFACTURED FLUE PER MANUF. V... GROUT FILLED CELL (IF H a REQ'D PER PLAN) f � SHEATHING ON BOTH SCHEDULE. OI` z REQUIRED WH NOTE: SEE MD08 ON INDICATED ON GARAGE WALL LINTEL PLAN FOR BEYOND f: ADDIT'L REBAR INFO MASONRY WAL , v _ 1 WALL TO BOTTOM OF SIDE OF OPENING VERTICAL REINFORCEMENT DETAIL WALL SCHEDI PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW a CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PFR 9YR .. ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HD@32"O.C., FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1) CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR PRE -MANUFACTURED FLUE PER MANUF. CENTERED STRUCTURAL H THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. OI` z REQUIRED WH /16" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE 2x4 VERTICAL @ 24"1 GALVANIZED WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ N/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. O.C. @ EACH SUCCESSIVE BUCK DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. F,. ANCHOR. (1st BOLT TO IF WALL HEIGHT IS (4) 16d COMMONS BE 8" MAX. ABV. CURB, 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) REST EQ. SPACED CONC. SLAB - -24" O.C.) DT RACG DI A' 1/2"=1 '4" LINTEL (SEE PLAN) 7/16 O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU �--- HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER `RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4' EMBED. FOR HOLLOW BLOCK OR 3 ' EMBED. FOR SOLID BILK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE SPF CONT. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 3/4"=11-011 2 2x #2 SYP SEE PLAN ( ) MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ PRE -MANUFACTURED FLUE PER MANUF. .x4 3LOCKING ATTACH TO STRUCTURAL H FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF z SHEATHING ON BOTH /16" OSB W/ (2) 8d SIDES FROM TOP OF 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, � N SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER 2x4 VERTICAL @ 24"1 GALVANIZED RADIUS AS REQ'D ri BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE O.C. @ EACH SUCCESSIVE BUCK = NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS !x BUCKS, AT TOP AND SP1 CLIPS —L AT BASE ARE REQUIRED fiF_0' 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 TOENAI LED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS �B01A/C IN TRUSSES 3/4"=1'-0" 12 SEE PLANF_,. PRE -CAST LINTEL PER LLI PLAN l`__ (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4 „ TAPCONS; SEE NOTES FOR SPACING 2x8 3/16" x 3" 12" O.C. 2 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �— (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 1 2x PT BOTTOM —� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE 1 BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM A/C UNIT AND PAN MIN. 24"BY SUPPLIER MIN, 24" MAX 48" I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES �— TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END STRUCTURAL' SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) MIN. 2x4 SPF #2 KNEE WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL SHEATHING FROM TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE MASONRY WALL � OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS - SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID -1"=1'-0" Q 3/4"=11-011 FASTEN PT 2x NAILER J PRE -MANUFACTURED FLUE PER MANUF. TO MASONRY NOTES: W H 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, Z 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �— (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 1 2x PT BOTTOM —� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE 1 BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM A/C UNIT AND PAN MIN. 24"BY SUPPLIER MIN, 24" MAX 48" I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES �— TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END STRUCTURAL' SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) MIN. 2x4 SPF #2 KNEE WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL SHEATHING FROM TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE MASONRY WALL � OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS - SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID -1"=1'-0" W 3/4"=11-011 FASTEN PT 2x NAILER 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. TO MASONRY NOTES: W 0=zEcqZ 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, W FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK EXT. SHEATHING 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, � N i STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN DOUBLE TOP PLATE THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x 2x4 VERTICAL @ 24"1 GALVANIZED (� BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. MAX. w/ (4) 10d FL FLASHING O.C. @ EACH SUCCESSIVE BUCK = LU 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CHORD & (3) 10d NAILS + f e ' (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TO TOP CHORD; NOTE F,. TBD BY BUILDER (FASTENING) ARE MET IF WALL HEIGHT IS (4) 16d COMMONS W�� ' 1- 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) OU CONC. SLAB - ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O SEE FOUNDATION - SPECS z PLAN FOR MORE INFO III= D C D RAFTER p -- 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �— (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 1 2x PT BOTTOM —� PLATE PRECAST LINTEL OR - KNOCK OUT COURSE 1 BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM A/C UNIT AND PAN MIN. 24"BY SUPPLIER MIN, 24" MAX 48" I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES �— TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END STRUCTURAL' SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) MIN. 2x4 SPF #2 KNEE WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL SHEATHING FROM TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE MASONRY WALL � OTHERWISE SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS - SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID -1"=1'-0" � 3/4"-1' 0" 3/4"=11-011 LH •• �'ii �' �•'• �" 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. � CHIMNEY CAP SPECS W/ 2" MIN.. 0=zEcqZ LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT Imo. F B F ROOF SHEATHING FOR STRAP CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. &FRAME 2'-0" ABOVE A POINT CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF EXT. SHEATHING PROVIDE 2x4 BLOCKING w/ 2 NAILS EACH END 16d O D(1) TO TOP CHORDS OF TRUSSES BELOW WHEN q x p SPH4 EVERY ATTACHED PER OTHER STUD TO NAILING SCHED. i , r t. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET D 2x4 VERTICAL @ 24"1 GALVANIZED . E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW f D O.C. MAX. w/ (4) 10d FL FLASHING D Z NAILS TO BOTTOM A H A CHORD & (3) 10d NAILS + f e ' J F 2x PLATES OVER ROOF DECK PER VALLEY '? K D TO TOP CHORD; NOTE F,. �.,. FRAMING DETAIL %, ` IF WALL HEIGHT IS (4) 16d COMMONS W�� ' 1- I B DOUBLE TOP PLATE B ;4 BETWEEN 4FT & 8FT, + + NAILED @EACH END USE 2x6 SYP #2 STUDS CONC. SLAB - r I + SEE FOUNDATION - SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR 4 @ C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO III= D C D RAFTER + 16d COMMONS END I I- 2 4 BLOCKING W/ 2 + NAILED TO VERTICAL F01 DORMER FRAMING DETAIL W w WINDOW PER FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" — VERT REINF. BEYOND COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E 16d COMMONS END) + 2x4's 11= MASONRY WALL PER NAILED TO VERTICAL I I- PLAN STRUCTURAL SHEATHING PER PLAN AND ROOF v FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION `D + + DETAILS FOR FTG INFO � N� CURVED ROOF TRUSSES PER PLAN OR CURVED G TRUSS PER PLAN K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL fiso TYPICAL ONE STORY CMU WA ECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"-1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The informafiion contained in this document is copyrighted and is the exclusive property of MONTH .CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited, 3/4"=1'-0" #16-992 >> IIIIIIII � VJ i _ •• • LH •• �'ii �' �•'• �" Q •LIJ C7 0 � � D! 04 � 0=zEcqZ U ' W C) JO U_ Sj i � VJ i _ Z 0 Fn �Ir5l ' W C) 06ID Z� Sj i i J D Z v O _ W U Q W�� ' 1- : J Z z W O W i W U) ) Q 0 Z O tiz 11 ZOO lit V) Q LL �Ooo0 O 1 N to to O -1Z Li M W Q O i O J STRUCTURAL ENG. CFG / BAD DRAFTING -STRUCT: AML C QC CHECK: CC = JOB No. TM - 2151906 J SCALE: ) AS INDICATED J DATE: 03-21-16 = D2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A '-"-" DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. — OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'4' MAX. TRUSS PER PLAN OL VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" w 0 0 W FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'4" SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. 1'4" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON NOTE: ALL GABLE SEE ELEV. FOR NAILS @ EA. END. STRONGBACK W/ (2) 2x4 BRACE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. BRACING IS TO BE O.H. SIZE BLOCK ADJ. BAYS @ SHEATHING NOT REQ'D SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH BRACE TO PLATE EA.DIAG. AS SHOWN. TO BE CONT. @ THE H2.5 CLIP. MAX 2'-0" O.H. O.H. SIZE W FASTEN ROOF TRANSITION FROM (TYP.) (END NAIL PLTS. WOOD WALL SHEATHING TO WASHERS (MIN. 7" PER PLAN TO STUD) 1 CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ WALL TO GABLE BLOCKS w/8d NAILS TRUSS@ EACH END AND 32" O.C. 6" O.C. END NAILS @ EA. ~ W \ MAX. ATTACHMENT w/ (3) 10d OUTLOOKER = BLOCKING @ 24" O.C. z TOENAILS EA. END SIMPSON H2.5(TYP.) PROVIDE 16d NAILS_ CONT. 2x4 DOUBLE 2x TOP PLATE -� GABLE END TRUSS TO Q c \ DOWN FOR W 2x4 DIAGONAL BRACE = U GABLE END W/ 16d iI TRUSS PER PLAN ° m NAILS @ 6" O.C. �/ @ 48" O.C. TO 3RD FASTEN SIDE WALL FRAMING FOR FALSE L L \ a = BEAM, IF REQ'D w/ (3) BAY REQ'D w/ SHEATHING PER PLAN. HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS' LSTA18 HEADER TO \ SEE STUDS TYP. BASE i (5) 16d NAILS BRACE 2x4 STUDS @ 24" O.C. w/ \ \ Z CHARTGBACK, SINGLE BASE & TOP SHEATHING PER PLAN TO BLOCKING O PLATE w/ PLYWOOD \ WITH (3) 12d TOENAILS. GABLE BRACING (+) EXT. SHEATHING, IF REQ'D INTO BLOCKING, (2) CMU WALL CONNECTION \ SPAN CONNECTION SEE CHART x 2 3/4" TAPCONS ATTACH PER PLAN PLATE W/ 1/2" x 8" �--- MSTAM-24 TYP. EA. LINTEL SEE PLAN �" p` IN CMU. OR SIMPSON LJ.I ANCHOR BOLT OR SIDE OF EA. STUD. META16 O TITEN HD @ 32" O.C. & PROVIDE 2x4 BRACE CL 2 W) 04 W _ FRAME AND CMU SEE WALL SP WALLSPLICE DETAIL STD CONDITION @ CMU VAULTED TO EA. ADJ. DIAL. FOR REQ'D FLASHING LU Q U 5 p F -2H FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D FRAME WALL CONNECTION 16d NAILS. PER CHART STRUCTURAL ENG: CFG / BAD DRAFTING: W (5) 16d NAILS BRACE GABLE BRACING @ 48" CC = JOB No. = TO BLOCKING SCALE. AS INDICATED DATE: O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE CONT. 2x4 LUDw FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.w/(2) J„!W 45° PER PLAN. 16d NAILS. ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. — OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'4' MAX. TRUSS PER PLAN OL VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" w 0 0 W FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'4" NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) FOR ADDITIONAL INFO AS REQ'D STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SIMPSON A23 @ EACH A35 DIAGONAL TO 2x6 (2) 16d NAILS TO EA. BRACE TO PLATE TRUSS BOT. CHORD STUD TOP & BOTTOM W O.H. SIZE W 3 1/4" HOLD 1/2" J -BOLTS w/ ROOF SHEATHING (TYP.) (END NAIL PLTS. WOOD WALL PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" PER PLAN TO STUD) 1 CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 2x FASCIA w (2) 16d < FOR WOOD OR EACH END AND 32" O.C. 24 " O.C. FOR FALSE BM END NAILS @ EA. ~ W 2x4 #2 SYP P.T. MAX. ATTACHMENT w/ (3) 10d OUTLOOKER = BLOCKING @ 24" O.C. z TOENAILS EA. END SIMPSON H2.5(TYP.) PROVIDE 16d NAILS_ BRACE TO LEDGER HOLD WALL 3-1/2" -� GABLE END TRUSS TO Q c 2x TOP PLATE TO DOWN FOR W PLT.@12 O.C. MAX. = U GABLE END W/ 16d iI TRUSS PER PLAN ° m NAILS @ 6" O.C. �/ z O FRAMING FOR FALSE L L CMU WALL OR LINTEL a = BEAM, IF REQ'D w/ (3) (1) KING STUD w/ SIMPS. BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS' LSTA18 HEADER TO BRACE STUDS TYP. BASE i Q TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ CONNECTION i Z #5 CONT. SINGLE BASE & TOP SHEATHING PER PLAN O PLATE w/ PLYWOOD FALSE BM PER PLAN WITH (3) 12d TOENAILS. DTC CLIP, (2) 8d NAILS SHEATHING COVERING IF REQ'D INTO BLOCKING, (2) CMU WALL CONNECTION CLEAR SPAN CONNECTION MASONRY WALL OR3/16" ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. — OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'4' MAX. TRUSS PER PLAN OL VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" w 0 0 W FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART H GABLE BRACING + UP TO 4'4" 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" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-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. Q 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO CANTILEVER DIAGONAL GABLE VERTICAL -- — 2ND 2x4 BRACE IF REQ'D, SEE CHART 2x4 BLOCKING (2) 12d A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING �-- 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 CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. "'"IIPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH Mr END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SHEATHING PER PLAN V-0" MAX PLYWOOD CANT. O.H. Q SEE ELEV. FOR z 1 Q OUTLOOKER OR CONV. FRAME OR SHEATHING PROVIDE 2x BLOCKING CANTILEVER PLAN GABLE TRUSS FOR NAILING ATTACH PER NAILING 2x4 BLOCKING (2) 12d SCHED. (2)16d NAILS PLT. TO (2) 16d NAILS TO EA. NAILS, TOENAILED @ - STUD TOP & BOTTOM W O.H. SIZE W EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. WOOD WALL TRUSS LOCATIONS USE PER PLAN TO STUD) 1 32" O.C. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d < FOR WOOD OR U) c .. Z < • INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. 0U NAILS INTO TOP PLATE OUTLOOKER WHERE O.H. IS > V-0", BLOCKING @ 24" O.C. (2) 16d TOE NAILS - SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" W @ EACH END U) DROP END GABLE w/ W DOWN FOR UI DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d -- HEADER PER PLAN IF z NAILS @EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN O g ATTACH PER PLAN LSTA18 HEADER TO o_ FROM TOP OF WALL STUDS TYP. BASE i Q � TO BOTTOM CONNECTION i Z 2x8 #2 SPF STUDS AT SHEATHING PER PLAN O 16" O.C. r -- 1/2" x 8" J -BOLT @ 32" WITH (3) 12d TOENAILS. DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR --- - �1�---- 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" �--- MSTAM-24 TYP. EA. LINTEL SEE PLAN �" p` IN CMU. OR SIMPSON LJ.I ANCHOR BOLT OR SIDE OF EA. STUD. META16 O TITEN HD @ 32" O.C. & CENTERED BETWEEN CL 2 W) 04 W 6" FROM EACH END FRAME AND CMU SEE WALL SP WALLSPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING LU Q U �-- 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 CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. "'"IIPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. W/ (2) 12d END NAILS @ EACH Mr END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SHEATHING PER PLAN V-0" MAX PLYWOOD CANT. O.H. Q SEE ELEV. FOR z 1 Q OUTLOOKER OR CONV. FRAME OR SHEATHING VALLEY TRUSSES PER CANTILEVER PLAN GABLE TRUSS EXT. SHEATHING; ATTACH PER NAILING _ SCHED. (2) 16d NAILS TO EA. - - - -- W O.H. SIZE W (� <� Z TO MASONRY. AT MAIN SPAN ROOF WOOD WALL TRUSS LOCATIONS USE UPLIFT CONNECTOR LSTA18 OR MTS 12 @ 1 32" O.C. MASONRY WALL O SHOWN, SEE PLAN < FOR WOOD OR U) c .. Z < • MASONRY GEO GABLE END AT VALLEY FRAMING 0U WHERE O.H. IS > V-0", < UJIZ z big ~ W U) DROP END GABLE w/ W UI W OUTLOOKERS @ 24" z U) O.C. TO RUN BACK TO O i Q 1ST COMMON TRUSS C> i Z O WITH (3) 12d TOENAILS. CL ZOO - O CONNECT TO DROP Z z LJ.I W) 0000 O GABLE WITH H2.5 CLIP. F- CL 2 W) 04 W ) � J O m Z LU Q U 5 p F -2H MAX 2'-0" O.H. w STRUCTURAL ENG: CFG / BAD DRAFTING: W -STRUCT: AML QC CHECK: CC = JOB No. TM - 2151906 SCALE. AS INDICATED DATE: 03-21-16 - nq CONT. 2x4 LUDw 0 2x4'S @ 24" O.C. t7 GABLE END z _ SHEATHING FASTEN PER PLAN m W SPLICE AS REQ'D Q SIMPSON H10A DIAG. `e�►►1yy1..111//, COCKING C o �� ', . ®.�jY - mel'+ Z z GABLE BRACING @ 48" PROVIDE 2x BLOCKI : W ,N*W 00 Q cic �j O.C. MAX. 45° FROM FOR NAILING V T Q 0. �C _j HORIZONTAL (+/- 10°)Z N �C : NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN (— LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 TOP PLATE WIDTH PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4 TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's PER IL INSTALL SIMPSON ) 2x4 STUDS PER OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & Q FRAMING PLAN TOP PLATE ATTACH W/ • NAILS TYP. TOP & BOT. ATTACH PER NAILING z (SOLID BLOCK W/ 2x6) + (2) 10d NAILS O.C. PATTERN ON THIS + DOUBLE 10d @ 3" O.C. 10d x 3" COMMON z DETAIL 10d x 3" w w TOP SPLICEw p 2 1/2" z w 0 2 z o w 2 1/4" O _ z w 1 1/2" z (V Z J Ci O 2x4 BEYOND AGAINST g8° CQ4 - U N ~ a o — 2x8 STUDS M/�1! "' N a o N~ M/N N 10d x 3" COMMON w oo z 0' O ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d OVERLAP TOP PLATE 10d x 3" COMMON OPP. O N O w NAILS ((2) ON EA. SIDE) AT CORNER SIDE z z w z 10d x 3" OPP. SIDE TYP. AT ALL EXTERIOR 0 ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE 0 I I I i I I z a- Q TOP PLATE W/ (4) 16d TO CORNER STUD a 00 000 NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 10d NAILS (1)00, U TYP. AT ALL EXTERIOR �"�� 00 O CONDITIONS FRAMING PLAN �_ 10d x 3 COMMON CL DISTANCE PER z TOP SPLICE OPP. SIDE DETAIL BOTTOM SPLICE OVER STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8" O/C m W PLATE (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's o FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN ° `����`°��e'A�i,` 3/4 1 -0 1-1/2"=1'-0" -ill; ��;G.•"•••••."••� /�j� `iii c ; a 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN _ ' ul 0 0' � W BEYOND 2 INSTALLED VERTICALLY. NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 73/8 a © w Z Z c.� u- z 3 O.C. ROOF SHEATHING,,-- ;• C : Q Of U ----- — Lu � � J NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 'A' = NAIL SPACING FASTEN PER PLAN ' d • Gj ;° J — — IF w z ¢ °I OV `SC OV S0 ROOF SHEATHING, " • •""•" �j ` ' <C II\zl/6 I I II II II a = � w NAILS @ 3 O.C. �� FR qe ROOF SHEATHING, 2 F , "• •' e 2 0 o ¢ 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d <FN�gpT O FASTEN PER PLAN Lu r0 FASTEN PER PLAN �s,� ✓/�?, �, ��```�� Q I I — JI— I I — II — II — II a z = O COMMON NAILS @ 3" O.C. 1/2 A 1/2" GTiyO�f�Ss GTNOR�SS _ ����A/y*arrr �� -j III _ u- 0 NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — a — o UK/ ~ u III III I I II I WALL SHEATHING 0 = EDGES 6" O.C. U.N.O. ON PLANS ° Oy 2x4 FRAMING @ 24" ; III III I I I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" O5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. Q III OPENING III I I I I I I SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 2x4 #2 SYP CONT. w/ (2) y 4 w V) DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS F- I I I I I PANELS = >_ 6 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO NAILS AT JOINT � O @ 4 O.C. PROVIDE (4)10d x3" EA. STUD OR TRUSS 'S O III I I I I I I I (n U) HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. w 3 J PER -ENG TRUSSES III TYP. III II II II p TOP &BOTTOM STUD PER PLAN4.2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY," III AROUND III II II II 2x STUDS BEYOND, Z (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. USE (2) 1/4" TAPCONS a M� IL-1 �r OPENING SEE PLAN FOR MORE w w O VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2 EMBED. Q III III I I I I I I LL PER -ENG TRUSSES @ O U �7 0 Q BLOCKING III ��— — ��— III II II I INFO w = I- 0 SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24 O.C. U w - GYPSUM WALLBOARD (2) 8d TOE NAILS TO z III I I I II I II I I( II II ¢ X O NOTE. CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS Q C O III III II II II o w 0 ~ 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN _., -- o U) ; m USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS ' . 2x4 PT LEDGER W/ PER PLAN Of a �®�L. 0U -2x4 LEDGERW/(2)16d w z + _ — — — — — — — — — — — — — pU- 0 REQ D. EXCEPT AS NOTED ON PLANS. SNAILING CHEDULER 1/4" x4 TAPCONS @ 12 2x FRAME WALL PER NAILS @ 16" O.C. Q FLOOR SYSTEM X PLAN. U — — — — — — — — — — — — — " SHEATHING SPLICE NOTE: SAME THICKNESS AND SEE ELEV. FOR SEE ELEV. FOR _ 2x4 BLOCKING PLACED WOOD/MASONRY 2x BOTTOM PLATE STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS SEE"� CUT TO FIT 1 REQUIRED BETWEEN STUDS. OPENING SIZE BEYOND SEE PLAN LL NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @CMU WALL CONDITION @FRAME WALL PLAN (TRUSS SHOWN) O ... SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8 THUS NOT Z a m TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER R PRESENT. MASONRY GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF cn F1 EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYP(-CAL SCAB OVERHANG D02 LEDGER @LOW .ROOF p 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" w OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS u.i r n SEE ROOF SHEATHING, j U) z 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FORBLOCKING @ 24" O.C. 0 J U DOUBLE TOP PLATE MORE INFO & MORE INFO &U—)w/ (2) 16d END NAILS ��gt SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END EACH STUD 12d NAILS EACH END ++ @ @ % % Q 06 OW P. 2x12 BOX HDR w/ 2x8's x x TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL U - U < � PRE -ENGINEER D SIMPSON LSTA30 W/ `'' 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF O Q ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. 0 J FRAMING PLAN FOR CORNER CONDITIONS < WALL TO PRECAST _ _ NAILING SCHEDULE & w/ (2) 16d END NAILS h J SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ++ ' + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF U z • SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & , + ROOF SHEATHING O Q CONNECTION ( ) 16 O.C. MAX. .. CONNECTION ' U 2x BRG WALL, SEE TRUSS w/ (4) 12d NAILS 2x8 w/ 2 10d NAILS @Lu STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x ' ' W PLAN FOR STUD SIZE & TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL W big y TRUSS FOR MORE INFO I— —I z Z SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS I-- D 0 UNDER GIRDER TRUSS MORE BRG. WALL INFO SLOPE AS REQ'2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLANLINTEL PER PLAN w i-- U.N.O. i i @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. U 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. W SHEATHING PER SHEATHING PER Z w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" Q 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & p W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (4) 12d NAILS EACH SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY OU STUD ATTACH 2x TO VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER U 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL ww UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY � U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER a fiFl�'SECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM SO3 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER z Q c 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0° Q Z O0 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO Z 1— %2 O BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4' SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ W Z Z O STRAP IS NOT REQUIRED. 16" O.C. MAX.; J TO GABLE END STUDS w 0J EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRIUSS (2) 1/4"X 3'/z' SIMPS. SDS SCREWS @ 16" O.C. Q w a Y LAP BEAM PLYS AND MAX.; U) 1 TO MASONRY w/ 2x6 PT y 0 CO 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) ~~�' N NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. O J Z _ H 1.— 0 W HTS20 CLIP FROM DSEE PLAN uj Z U SIMPSON H3 CLIP 0 POST TO BEAM SHEATHING PER PLAN 0 W 0 2x4 SYP #2 LEDGER. U) 0 PLAN VIEW @TOP OF POST (4) 10d NAILS FOR TO STUDS OR BEAM w/ O PT POST PER PLAN (2) 1/4" X 4'/2' SIMPS,. CONV. FRAMED MEMBERS ONLY ABU POST BASE PER w SDS SCREWS @ 16" w PLAN O.C. MAX.; STRUCTURAL ENG: CFG / BAD .0. 5/8" THREADED ROD w/ TO GABLE END STUDS U °' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. DRAFTING: SDS SCREWS @ 16" FASCIA PER a. ii O.C. MAX.; COMMUNITY SPECS p ©-STRUCT: AML - O.C. .a f SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR aQ ... i1 . / PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED U��D�NG Q QC CHECK CC _j_ 3 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. H JOB No. TM - 2151906 O.C. MAX. S�,NI"=c�>"�13 LU Z - - - _ SCALE: AS INDICATED SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR w DATE: 03-21-16 o �� _ b" '�A. �j"[T�c` SHINGLE ONLY of rCDO CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=11-011 D h' d h d d I ' th 1 f MONTA CONSULTING 2 DESIGN WM OF R &ASSOCIATES LLC A d li ati or transfer of these documents without the ex reseed written consent oMCON f ONTA SUL& TING DESIGN W OF MR Q. ASSOCIATELLC I S ' t ' tl h'b't d COPYRIGHT MCD 2014. The Information contained Int Is ocument Is copyl l j to an e a exc uslve property o ny use, up c on, p s s rlc y pro II e . SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN A - LINTEL AS PER PLAN LINTEL AS PER PLAN 4 WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS —F -74T DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO A HEADER IS UPSET BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS m W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d 4 TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. ®`a►aiai►��r, NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION AS'O TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HE ER OPENINGS `�i ttrr ✓✓✓� BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LES AN 4FT:(1) 2x ����e Q�� �'s U-! 3/4"=1'-0" 3/4"=1'-0" ••• •••••••LI. ••�� a p OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O N OR SIM IS PROVIDED SILL P w/ 2 10d LL . .• ••. �" WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS ENING 6, (2) 2x 2x SILL AT WINDOW to • � • �y REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THA T: (2) Z ;• in ti 0 w/ 2x CRIPPLE STUDS' �y .•-• Z z BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. 2x SILL PLATE w/ 2 W ; Q AT EA. END NAILED TO T �" cc: Ll' INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ : @ O STUD PACK w/ 10d CRIPPLES @ 16" O.C. �d .j CS vim.• C:l J BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN +� : <( .• �� Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ✓ •. • SEE FLOOR FRAMING STUDS @ 16" O.C. o_ ° � •. ` .•• � .A COLUMNS 7 T&B (PLYWOOD ��/J�• �r••.••• `, Q tY 10d NAILS & 4 1/4 T&B SHEATHING REQ'D w �"'� �� �` J PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10�d � e SEPARATE SHEATHING z MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF OF SILL((MAXOPEN G s'® r ��` � O PER BEARING WALL FLOOR TRUSSES ARE ' UNDER WINDOW ( T&B) C 1t1111� LL SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 _ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS N 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " THAN 6' 5 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR u INFO. FLOOR TRUSS TO ENFLOOR W/ (14) 10d INTO FILLED CELL USE 2 OP & BOT. SIMPSON LSTA30 w/ \ o NAILS u (11) 1Od TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) "N RIBBONS, CONT. ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACKNOTE: ALL FLOOR C FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " C INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE V SEE FRAMING PLAN < MASONRY ATTACHED BARRIER (FELT PAPERr PER NAILING ATTACH 2x STUDS W/ FOR FLOOR OR SIM) IS PROVIDED0 SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION U 1!8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR o STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BE ON < SHEATHING AND CONNECTION CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING FLOOR GRIDER OR MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE C SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP U MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS BEAM C FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) /4'X2 X" TITENS TO MASONRY 19 FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO C STOPPING MATERIALS MIN THICKNESS SHALLfis--O)\TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM C BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 15/32" OR 7/16" OSB, ATTACH TO FLOOR p TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN _ ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING F BO16" O.C. TOP AND SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN NAILING SCHEDULE NAILING SCHEDULE ATTACH PER NAILING 0 BOTTOM CHORDS 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE I - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, u @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM SPACING AND GRADE C TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP O TOP PLATE TO u TO VERIFY SIZE TO VERIFY SIZE A35 EA. END BOTTOM PLATE. U TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR C 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER � AGAINST TRUSS „ SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN C W/ (3) 12d NAILS EACH( PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END 2x SYP #2 RIBBON (MIN PLATE 2x4) TO TRUSS w/ (4) C C TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/O 2 16d NAILS @ BRG DIRECTLY ON BOTTOM PLATE, SLIT BRG DIRECTLY ON 7 CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO F SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR ' ` STRAP U 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE r (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR p 16d C PLAN I.. SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS AILLS C SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE OR SIM) IS PROVIDED NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR TRUSS PER PLAN BARRIER (FELT PAPER LOCATION & SPACING - LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND ? REQ'D # OF STUDS REQ'D # OF STUDS TYPICAL TRUSS TO BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO A HEADER IS UPSET BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS m W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d 4 TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. ®`a►aiai►��r, NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION AS'O TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HE ER OPENINGS `�i ttrr ✓✓✓� BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LES AN 4FT:(1) 2x ����e Q�� �'s U-! 3/4"=1'-0" 3/4"=1'-0" ••• •••••••LI. ••�� a p OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O N OR SIM IS PROVIDED SILL P w/ 2 10d LL . .• ••. �" WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS ENING 6, (2) 2x 2x SILL AT WINDOW to • � • �y REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THA T: (2) Z ;• in ti 0 w/ 2x CRIPPLE STUDS' �y .•-• Z z BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. 2x SILL PLATE w/ 2 W ; Q AT EA. END NAILED TO T �" cc: Ll' INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ : @ O STUD PACK w/ 10d CRIPPLES @ 16" O.C. �d .j CS vim.• C:l J BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN +� : <( .• �� Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ✓ •. • SEE FLOOR FRAMING STUDS @ 16" O.C. o_ ° � •. ` .•• � .A COLUMNS 7 T&B (PLYWOOD ��/J�• �r••.••• `, Q tY 10d NAILS & 4 1/4 T&B SHEATHING REQ'D w �"'� �� �` J PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10�d � e SEPARATE SHEATHING z MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF OF SILL((MAXOPEN G s'® r ��` � O PER BEARING WALL FLOOR TRUSSES ARE ' UNDER WINDOW ( T&B) C 1t1111� LL SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 _ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS N 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " THAN 6' 5 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR u INFO. FLOOR TRUSS TO ENFLOOR W/ (14) 10d INTO FILLED CELL USE 2 OP & BOT. SIMPSON LSTA30 w/ \ o NAILS u (11) 1Od TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) "N RIBBONS, CONT. ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACKNOTE: ALL FLOOR C FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " C INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE V SEE FRAMING PLAN < MASONRY ATTACHED BARRIER (FELT PAPERr PER NAILING ATTACH 2x STUDS W/ FOR FLOOR OR SIM) IS PROVIDED0 SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION U 1!8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR o STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BE ON < SHEATHING AND CONNECTION CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING FLOOR GRIDER OR MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE C SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP U MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS BEAM C FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) /4'X2 X" TITENS TO MASONRY 19 FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO C STOPPING MATERIALS MIN THICKNESS SHALLfis--O)\TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM C BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 15/32" OR 7/16" OSB, ATTACH TO FLOOR p TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN _ ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING F BO16" O.C. TOP AND SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN NAILING SCHEDULE NAILING SCHEDULE ATTACH PER NAILING 0 BOTTOM CHORDS 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE I - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, u @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM SPACING AND GRADE C TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP O TOP PLATE TO u TO VERIFY SIZE TO VERIFY SIZE A35 EA. END BOTTOM PLATE. U TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR C 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER � AGAINST TRUSS „ SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN C W/ (3) 12d NAILS EACH( PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END 2x SYP #2 RIBBON (MIN PLATE 2x4) TO TRUSS w/ (4) C C TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/O 2 16d NAILS @ BRG DIRECTLY ON BOTTOM PLATE, SLIT BRG DIRECTLY ON 7 CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO F SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR ' ` STRAP U 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE r (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR p 16d C PLAN I.. SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS AILLS C SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER CONNECTIONS KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN U d 691 TWO STORY PARALLEL FLOOR CONNECTION SIMPSON MSTAM36 691)CANTILEVERED FLOOR TRUSS CONNECTION DOUBLE 2x TOP PLATE Q DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ G TYPICAL TRUSS TO STRAP W/ (10) 10d TO 0 2x BOTTOM PLATE 2x BOTTOM PLATE O HEADER ~ H Z big� HEADER u FRAME CONNECTION. STUDS & (8) 1/4" X � 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING i W F— SIMPSON SP4 w/ (6) 10d F�<< SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS PER ATTACHED PER< x1-1/2" 24" O.C. USE SyFFp x1-1/2" 24" O.C. USE CONNECTOR NOTES TO LINTEL COURSE. NAILATTING SDCHEDULE NAILING SCHEDULE SIMPSON LSTA30 StiFFT SP6 @2@x6 STUDS & SIMPSON LSTA30 SP6 @2@x6 STUDS & USE SIMPSON LLl STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) C MSTCM60 STRAP W/ 000000 ANGLE) W/ (22) 10d 1 ANGLE) W/ (22) 10d ` REFER TO PLAN FOR (20) 16d SINKERS & (1 4)_ 2 NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP (2) 2x SPF TOP PLATE C BUILT-UP COLUMN 1/4" X 2-1/4" TAPGONS N OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN F .INFO. FOR TRUSSES 20" TO > O J Z 3", THEN RUN DOWN 3", THEN RUN DOWN C 0 26" DEEP FACE OF JAMB STUDS/ 9 HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER - SEE 2ND u PRE -ENG. FLOOR TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. :1(IF (- SYSTEM - IF NO FLOORu LINTEL COURSE OR � ' ] ci � EXTERIOR SHEATHING HEADER SIZE &REQ D HEADER SIZE & REQ'D SYSTEM INSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS JAMB STUDS U KNEEWALL & PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) "' STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING C C UNDER COLUMN U.N.O. �� '" \ — FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL PLAN U.N.O. QC CHECK: CC IF HEADER IS UPSET TO BOT. RIBBON, NAIL i ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN L BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO A HEADER IS UPSET BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d AND WINDOW IS m W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d 4 TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. ®`a►aiai►��r, NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION AS'O TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HE ER OPENINGS `�i ttrr ✓✓✓� BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LES AN 4FT:(1) 2x ����e Q�� �'s U-! 3/4"=1'-0" 3/4"=1'-0" ••• •••••••LI. ••�� a p OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O N OR SIM IS PROVIDED SILL P w/ 2 10d LL . .• ••. �" WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS ENING 6, (2) 2x 2x SILL AT WINDOW to • � • �y REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THA T: (2) Z ;• in ti 0 w/ 2x CRIPPLE STUDS' �y .•-• Z z BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. 2x SILL PLATE w/ 2 W ; Q AT EA. END NAILED TO T �" cc: Ll' INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ : @ O STUD PACK w/ 10d CRIPPLES @ 16" O.C. �d .j CS vim.• C:l J BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN +� : <( .• �� Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ✓ •. • SEE FLOOR FRAMING STUDS @ 16" O.C. o_ ° � •. ` .•• � .A COLUMNS 7 T&B (PLYWOOD ��/J�• �r••.••• `, Q tY 10d NAILS & 4 1/4 T&B SHEATHING REQ'D w �"'� �� �` J PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10�d � e SEPARATE SHEATHING z MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF OF SILL((MAXOPEN G s'® r ��` � O PER BEARING WALL FLOOR TRUSSES ARE ' UNDER WINDOW ( T&B) C 1t1111� LL SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 _ 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS N 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. " THAN 6' 5 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR u INFO. FLOOR TRUSS TO ENFLOOR W/ (14) 10d INTO FILLED CELL USE 2 OP & BOT. SIMPSON LSTA30 w/ \ o NAILS u (11) 1Od TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) "N RIBBONS, CONT. ABOVE PLATE U.N.O. FOUNDATION PLAN (3) 2x STUD PACKNOTE: ALL FLOOR C FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " C INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE V SEE FRAMING PLAN < MASONRY ATTACHED BARRIER (FELT PAPERr PER NAILING ATTACH 2x STUDS W/ FOR FLOOR OR SIM) IS PROVIDED0 SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION U 1!8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR o STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BE ON < SHEATHING AND CONNECTION CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING FLOOR GRIDER OR MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE C SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP U MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS BEAM C FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) /4'X2 X" TITENS TO MASONRY 19 FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO C STOPPING MATERIALS MIN THICKNESS SHALLfis--O)\TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM C BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 15/32" OR 7/16" OSB, ATTACH TO FLOOR p TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN _ ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING F BO16" O.C. TOP AND SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN NAILING SCHEDULE NAILING SCHEDULE ATTACH PER NAILING 0 BOTTOM CHORDS 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE I - 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, u @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM SPACING AND GRADE C TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOP O TOP PLATE TO u TO VERIFY SIZE TO VERIFY SIZE A35 EA. END BOTTOM PLATE. U TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR C 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ BEARING WALL PER � AGAINST TRUSS „ SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN C W/ (3) 12d NAILS EACH( PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END 2x SYP #2 RIBBON (MIN PLATE 2x4) TO TRUSS w/ (4) C C TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM (2) H5 EA. FLOOR FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/O 2 16d NAILS @ BRG DIRECTLY ON BOTTOM PLATE, SLIT BRG DIRECTLY ON 7 CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEECMU FLOOR DECKING TO F SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE PLAN FOR MORE INFO SCHEDULE FOR ' ` STRAP U 1/2" GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE r (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER 2x RIBBON OR p 16d C PLAN I.. SHEATHING TO PLAN MASONRY OR MTS12 BLOCKING w/ BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS AILLS C SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z g 3/4"=1'-0" HANDRAIL BY OTHERS I SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-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. \LDING SANFORD "F�'A 16.992 I O I + 0 > r.O o i 0 z i FSI 0 M 000.01 i 0 U zO OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN U TYPICAL TWO STORY SECTION 691 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 691)CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z g 3/4"=1'-0" HANDRAIL BY OTHERS I SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-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. \LDING SANFORD "F�'A 16.992 I O I + 0 > r.O o i 0 z i FSI 0 M 000.01 i 0 U zO SD5 J Z` > >o U > W 0 06 o j z Z Q W v Z O 0 � O J ~ H Z big� �t O � � � C i W F— � SD5 ) i o Q j Z O � � � C � r ZOO ' OBJ LLl � p Y 000000 1 2 N > O J Z H J 0 L LU a0= n 0 ] ci > CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC - JOB No TM - 2151906 J SCALE: AS INDICATED i DATE: 03-21-16 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO, WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O C NAILS AND (5) 1/4": MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION a- RAISED HEEL TRUSS MS1 SECTION @COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=11-0" OTHERS PLAN ISIMPSON H2.5 EA. TRUSS RECESS LEDGER IN ITRUSS. VERIFY W/ TRUSS SHOP 2 PLAN (DRAWINGS— IMIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) SEE PLAN FROM TOP OF WALL TOENAILS EACH END CONNECTED w/ MTS12 NAILING SCHEDULE TO TRUSS BELOW) 3/4" TAPCONS PEF INTERIOR FINISH MASONRY (SHOWN) 2x BASE PLATE W/ (2) OR LSTA18 ATTACH PER NAILING 3/4" FLOOR SHEATHING STRAP; CENTER PLAN FOR MORE INFO. 12d NAILS @ 12" O.C. I WAi W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d ATTACHED PER STRAP BETWEEN 2x6 #2 SYP CONT. F1 BRACING @ 2 STORY FRAME WALL 2x BLOCKING W/ (2) 12d BETWEEN STUDS W/ NAILING SCHEDULE MASONRY WALL A _ SHEATHING PER PLAN 3/4" FLOOR SHEATHING TOENAILS EACH END HUC24-2 EACH END, FLOOR TRUSS PER FRAME WALL EACH END (3) SCREWS FOR 24" I ATTACHED PER (212x4 #2 SYP HUC24-2 EACH END, PLAN MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION a- RAISED HEEL TRUSS MS1 SECTION @COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=11-0" OTHERS PLAN ISIMPSON H2.5 EA. TRUSS RECESS LEDGER IN ITRUSS. VERIFY W/ TRUSS SHOP 2 PLAN (DRAWINGS— IMIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) SEE PLAN FROM TOP OF WALL v SEE ARCHS FOR NAILING SCHEDULE FURRING AND BLOCKING w/ SIMPSON INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P O1/2" ATTACH PER NAILING BOTTOM ARE REQ'D (2) 2x4 #2 SYP PLAN FOR MORE INFO. PRE-ENGINEERED I WAi W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d TRUSS PER PLAN �— 2x6 #2 SYP CONT. F1 BRACING @ 2 STORY FRAME WALL LEDGER W/ (2) Y4"x3-1/2" BETWEEN STUDS W/ BLOCKING w/ SIMPSON SDS WOOD SCREWS @ _ SHEATHING PER PLAN 16" O.C. MAX. & 3" KINGS # OF STUDS TO MATCH HUC24-2 EACH END, FROM EA. END - USE ATTACH PER NAILING EACH END (3) SCREWS FOR 24" I SIMPSON LUS26. USE REVIEW THREADED ROD SPACING HUC24-2 EACH END, LUS26-2 FOR 2PLY TRUSS USE (4) 10d & (2) 10d 1`11 2x8 SYP #2 LEDGER W/ FLOOR TRUSS DOES NOT ALIGN DIRECTLY PLATE w/ 1/2" EPDXY USE (4) 10d & (2) 10d OIF UNDER 2ND STORY COLUMNS, PROVIDE ANCHOR BOLT OR NAILS. UNDER SOLID BLCOKING WITHIN FLOOR SYSTEM J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL NAILS. UNDER UNDER 2ND SOTRY COLUMN LOCATION. 1kSEE PLAN EMBED. @ 32" O.C. & 3" WINDOW JAMBS ONLY Z � FROM EA.END WINDOW JAMBS USE �Q (2) 2x6 w/ HUC26-2. J -BOLT W/ MIN. 7" LOW ROOF TRUSS SEE — LOW ROOF TRUSS SEE FLOOR TRUSS PER EMBEDMENT @ 32" TRUSS PLAN FOR TRUSS PLAN FOR PLAN SHEATHING TO CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION a- RAISED HEEL TRUSS MS1 SECTION @COMBO TRUSS (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=11-0" OTHERS PLAN ISIMPSON H2.5 EA. TRUSS RECESS LEDGER IN ITRUSS. VERIFY W/ TRUSS SHOP 2 PLAN (DRAWINGS— IMIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) SEE PLAN FROM TOP OF WALL v SEE ARCHS FOR CONTINUOUS TO BASE FURRING AND — INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"= 1 1-010 WALL SPLICE DETAILS EXTERIOR SHEATH("'^ LEDGER @ OPEN TO BELOW EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ----_ ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN I I 2x6 #2 SYP CONT. LEDGER W/ (2) %"x3-1/2" I SIMPSON LUS26. USE ° ' SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP FROM EA. END - USE (3) DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MTXUSE O16° NIS) D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER FROM TOP OF WALL v TO BOTTOM OF SILL CONTINUOUS TO BASE PLATE ATTACH PER — NAILING SCHEDULE ARCHS ROOF SHEATHING O1/2" ATTACH PER NAILING BOTTOM ARE REQ'D SCHEDULE PLAN FOR MORE INFO. PRE-ENGINEERED (2) 2x4 TOP PLATE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d TRUSS PER PLAN �— 2x6 #2 SYP CONT. F1 BRACING @ 2 STORY FRAME WALL LEDGER W/ (2) Y4"x3-1/2" BETWEEN STUDS W/ SEE CHART FOR REQUIRED JACKS / SDS WOOD SCREWS @ _ SHEATHING PER PLAN 16" O.C. MAX. & 3" KINGS # OF STUDS TO MATCH SEE FLOOR PLAN FROM EA. END - USE ATTACH PER NAILING EACH END (3) SCREWS FOR 24" I SIMPSON LUS26. USE REVIEW THREADED ROD SPACING O.C. LUS26-2 FOR 2PLY TRUSS 2x8 #2 SYP P.T. SILL 1`11 2x8 SYP #2 LEDGER W/ LEDGER @ OPEN TO BELOW EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ----_ ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN I I 2x6 #2 SYP CONT. LEDGER W/ (2) %"x3-1/2" I SIMPSON LUS26. USE ° ' SDS WOOD SCREWS @ RECESS LEDGER INTO LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP FROM EA. END - USE (3) DRAWINGS SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MTXUSE O16° NIS) D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v CONTINUOUS TO BASE O.C. - SEE FRAMING THREADED ROD SEE BEARING i ARCHS NAILS @ 6" O.C. O1/2" SCHEDULE ON FLOOR PLANS FOR BOTTOM ARE REQ'D PLATE TO HEADER WITH LSTA12 BENT OVER PLAN FOR MORE INFO. C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 2x BEARING WALL 2x4 BLOCKING WITH ROOF LOAD F1 BRACING @ 2 STORY FRAME WALL IF PORTIONS OF THIS WALL BETWEEN STUDS W/ SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST SHEATHING PER PLAN (2) 12d TOE NAILS KINGS # OF STUDS TO MATCH SEE FLOOR PLAN FLOOR HEADER CONTACT EOR TO ATTACH PER NAILING EACH END BETWEEN FLOORS REVIEW THREADED ROD SPACING SCHEDULE FOR MORE INFO 2x8 #2 SYP P.T. SILL 1`11 FLOOR TRUSS DOES NOT ALIGN DIRECTLY PLATE w/ 1/2" EPDXY OIF UNDER 2ND STORY COLUMNS, PROVIDE ANCHOR BOLT OR 0 SOLID BLCOKING WITHIN FLOOR SYSTEM J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL UNDER 2ND SOTRY COLUMN LOCATION. EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY Z � FROM EA.END ANCHOR BOLT OR �Q J -BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END 00`000 PLATE 1 1/4" (MIN.) 2x STUDS SEE PLAN ° 1x PT NAILER AS REQ'D < „ CONT. #5 IN TIE BEAM N W EXT. FINISH PER STUDS ABOVE ARE a d. °. ARCHS F1 - SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/ Y2 EPDXY ANCHOR <_ OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLA? SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W 2nd STORY WALL NAILS @ EACH END. F– BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d THREADED ROD SEE BEARING i PLATE, SP8 TOP AND NAILS @ 6" O.C. O1/2" SCHEDULE ON FLOOR PLANS FOR BOTTOM ARE REQ'D PLATE TO HEADER WITH LSTA12 BENT OVER C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 2x BEARING WALL qz WITH ROOF LOAD F1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" FASTEN ROOF Q --- SHEATHING TO Z BLOCKS W/ 8d NAILS @ W 6" O.C. C1 F W IY (5) 16d NAILS BRACE ' z TO BLOCKING 0 o � N PROVIDE 2x4 BRACE Z TO EACH ADJACENT O DIAGONAL, FASTEN F" ( 5 TO DIAGONAL W/ (2) W U) 16d NAILS W TRUSSES PER PLAN � O.S.B. TO OVERLAP O U BOTTOM PLATE 1 1/4"' WALL BRACING @ 48" Z (MIN.) O.C. MAX. 45° FROM - 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) � FLOOR WALL W/ BRACE NOT REQUIRED 1/4" X 3-1/2" SIMPSON m W 6' FROM EAVES. SDS SCREW @ 16" O.C. p it "41 Vj 'i rte' W o U. • to h. 04 0 ©� ccz X .4 Z Ny Ul • W < \ • �+ C (2) 2x SPF TOP �. '•. Z Ilk .4,40- EL 4 - * `� w ' . ,I t_a 01 lezO 0 PLATES U.N.O. THREADED ROD SEE BEARING i AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD o U W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d qz (2) 2x HEADER NAILS INTO HEADER IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. I KINGS # OF STUDS TO MATCH SEE FLOOR PLAN FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO FOR MORE INFO BOTTOM OF FLOOR SYSTEM 1`11 FLOOR TRUSS DOES NOT ALIGN DIRECTLY OIF UNDER 2ND STORY COLUMNS, PROVIDE 0 SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. Z � 0 �Q 00`000 2x STUDS SEE PLAN N W STUDS ABOVE ARE 0_jz TO ALIGN W/ STUDS I— W W BELOW U —JI i p � iCL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC c - JOB No. TM - 2151906 SCALE: 2x SPF BASE DATE: 03-21-16 PLATE PRE-ENGINEERED FLOOR SYSTEM , KNEEWALL OR BEAM (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN .FOR MORE INFO ' 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW B ' 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO ' . ,I t_a 01 lezO 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. E,O� �D Nc S �l &'4' � ri D 0 F,. �4 #�6w992 0 THREADED ROD SEE BEARING i AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" SCHEDULE ON FLOOR PLANS FOR PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD o U W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d qz NAILS INTO HEADER IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. B KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM 1`11 FLOOR TRUSS DOES NOT ALIGN DIRECTLY OIF UNDER 2ND STORY COLUMNS, PROVIDE 0 SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. Z � 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. E,O� �D Nc S �l &'4' � ri D 0 F,. �4 #�6w992 2 0 U) i 'c z o U 71 qz I o Q,ao 2 U) o a Z 0 1`11 0 Z � 0 �Q 00`000 ' N W 0_jz I— W W U —JI i p � iCL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC c - JOB No. TM - 2151906 SCALE: AS INDICATED DATE: 03-21-16 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 — STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO W OF LANDING W/ MIN. (6) FLOOR SYSTEM 7rl_ 16d NAILS FROM LEDGER TO STUD PACK Q_ - - -- --- --- - h LINE UP 2xJOIST IN W LINE WITH MIDDLE p STANDARD (3) 2X12 2x12 STRINGER TO BE U) STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 w � Z CLIP TO FLOOR SYSTEM & LANDING o FRAMING 2xJOISTS @ LANDING p @ 16"O.C. W/ SIMPSON N ~ o A35 OR LUS26 HANGER O z ON EACH SIDE Q U �g w W op ❑ v 6" MIN. u') lo O - U z (2) 2x BEAM PER 2xJOIST (P.T. IF -� SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO M W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT = O STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. UL 0 z TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" Z BUILT UP COLUMNS x 3 1/2" TITENS 16" �� �� j% 'i W "T BELOW TOENAILS EACH END O.C. MAX. FOR011 @ iD �-►®•• • ••1/�!% = N A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL) J 10" MIN. ; C O ts�•, W d • O SEE SCHEDULE FOR MAX WIDTH OF LANDING` S.'( I * Q < U MIN. (3) 2x SYP #2 'fl :• (�•°;.• '"� a w STUDS REQ'D END I% •,•, •••• �. cc Q b.. G @ 3/4" PLYWOOD OR OSB , �®i � • ' *••• �, �`Q � SEE PLAN FOR DEPTH SHEATHING OVER w ��i ��� -� O OF LANDING W/ MIN. (6) i �/h ® 16d NAILS FROM OF LANDING 4��� 111 1111 � U LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION O 1 NOTES Q MID SPAN BLOCKING TO MATCH JOIST PLYWOOD SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING w STANDARD (3) 2X12 4, TOENAILS EACH END IF ATTACHING TO ATTACHED PER C't M p MASONRY WALL O O'tO o SYP #2 STRINGERS W/ ) GENERAL FLOOR N SIMPSON A34 / A35 CONSTRUCTION CLIP TO FLOOR Z NOTES U SYSTEM & LANDINGz 16" O.C. Z 4 z° FRAMING OL MAX BEAM @ END OF Q C 0 U_ LANDING PER M o x SCHEDULE W w Q U , !`� U U)F1111 PLAN FOR MASONRY WALL OR w 0" WOOD WALL 0 Z SIMPSON A35 B B CONNECTIONS O U co MASONRY WALL OR __"� r5; O FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF w SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -D CROSS SECTION OF BEAM pA TO LEDGER D D CROSS �7 �7 D /'1 V uj J STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d D 0 O i. CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16 O.C. MAX. H � W � TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4"J ❑ Vio M BUILT UP COLUMNS x 3 1/2" TITENS @ 16" 06 W Y 16 BELOW O.C. MAX. FOR Go a .e j d� STRINGERS TO BE W � C� U A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) < z N ��- NOTCHED AT LANDING O O F 9 vi j a z —' InAIqZ SEE SCHEDULE FOR MAX WIDTH OF LANDING O W ❑ Q � o (3) 16d TOENAILS Q V) p . 9ii +� 0 \ ST02 NOT USED z a < �'� C BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8'-0" 12'-0" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9'-0" \ 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 91-0" (2) 2x12 2x8 WITHIN SUPPORT 8'41 (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @ MID -SPAN 6'-0" (2) 2x12 SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5-0 OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO = IIII MASONRY WALL) CONT 2x6 VERTICAL @ 6'-0" LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII NAILS @ 16" O.C. MAX. ON EACH SIDE AND III ( TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN / i i i i O.C. MIN. AND @ANY x 3 1/2" TITENS @ 16" 10d NAILS @ 4" O.C. I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION IIII SCHEDULE @ END OF - LANDING FOR OPENING W/IN (NOTCHED @ 2x6 � STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" VERTICAL LOCATIONS). BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 KNEEWALL DISTANCE OF 1-1/2" COLUMN p HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" Q (3) 2x12 2x8 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" FJ- (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-0" (2) 2x12 2x8 71-011 8'41 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9._0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5-0 OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLANNOTE: PLAN EQUALLY SANS � SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN - - -- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDEf� W DATE: 03-21-16 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL U ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 - 9 9 2 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in 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. IliW W p = W Q Z L1_ 15a� 3%2" FJ- O SEE ARCH PLAN I I - - 2x4 CONT. TOP PLATE v MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE z 0 W W 2x4 #2 SPF STUDS X X NAILS O = 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ U O.C. MIN. AND @ANY 10d NAILS @ 4" O.C. O.C. W/ (2) OPENING W/IN (NOTCHED @ 2x6 � TO TOENAILS BOTTOM Z HANDRAILNOTCH SILL PLATE VERTICAL LOCATIONS). p w KNEEWALL FOR VERTICAL NOTCH SILL AND p PLYWOOD FLOORING n. TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO 0 Z Q 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ANY OPENING QZ OJ O 2x4 CONT. TOP PLATE C 11 (ATTACH TOP PLATE ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z Z � DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %q" X 3" 31/211 SDS WOOD SCREWS TOE NAILS � Z O SECTION X -X N.T.S. EQUALLY W J 0 W _j SPACED/CENTERED IN 2x4 #2 SPF STUDS @ p — Q Ld 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Z ATTACH TOP PLATE TO -41 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE H 0 1 STUDS 2/ (2) 16d TOE '`�` STUDS W/ (2) 16d TOE 32 ATTACHED TO TRUSS = 0 00 0 NAILS NAILS tt BELOW (OTHERWISE I _LO 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ (2) 12d 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR I TOENAILS @BOTTOM) 0 0 0 J Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X O ~ LLQ � SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) Z W -j D 0 FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO I 16d TOE NAIL EA. O � Q O = I ACCOMMODATE 2x I CONT. BRACE & 10d Fn O 2 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO p [� 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING U) � W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 --- W O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). � ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG /BAD TO SLIDE DOWN TO O1 �� �� W/ 2 /a x3 SDS I— DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF SHE SPACED &CENTERED -STRUCT: AML STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND """ IN TRUSS TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" O.C. & ��IwiN� Q QC CHECK: CC JOB No TM - 2151906 FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING H FLOOR BEAM SEE Z BASE PLATE PER FLOOR PLANNOTE: PLAN EQUALLY SANS � SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN - - -- - 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDEf� W DATE: 03-21-16 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL U ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 - 9 9 2 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in 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.