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HomeMy WebLinkAbout249 Big Spring Ter 16-1870 (new sfh) (a)COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 SUB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., ELECTRIC RANGE, PAINTED KNEEWALLS AT STAIRS, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. GENERAL GONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE v -B CLASSIFICATION. CEILING CONSTRUCTION: LOT 111 THORNBROOKE 40 S I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN IJ2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 8102.3.5. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION20 R103.6.1 D A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b.2.1 WEEP SGREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE GARAGE LEFT CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM G 926, STUCCO CONTROL JOINTS: TAYLOR MORRISON STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. REDRAW NOTES 05-21-16 CREATED LOT SPECIFIC PLAN FOR LOT III IN THORNBROOKE 401s, ELEVATION "A", GARAGE LEFT W/ PLAN OPTIONS INCLUDING: SINGLE HUNG DOOR AT MASTER BATH, VENT HOOD OUTSIDE, R-38 INSULATION, ADDED SECOND SHOWER HEAD AND VALVE AT MASTER BATH, LAUNDRY TUB ROUGH IN AND CEILING FAN PRE -WIRES. PLAN REVISIONS EGRESS I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. INDEX DRAWING 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE516TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. COV - GENERAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 — SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: 2A1- MAIN FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 2A2 - MAIN F L00 R PLAN DI M E N SIO N S FLOOD ZONE REQUIREMENTS: 2 B 1 - UPPER FLOOR PLAN NOTES PLAN MEETS o8 EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. � /�Uj V J OR ASPHALT SHINGLES IIF APPLICABLE) : °'mr 2 B 2 -UPPER FLOOR PLAN DIMENSIONS WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 890526.1.C=00 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN C) 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 0 Z 3A1 - FRONT ELEVATION ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL v (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION J 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 89052.1. co CLAY AND CONCRETE TILE IIF APPLICABLE) : 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDIT101 (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND GLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH ���`` '••• r, ''•`• moi,, 3A4_„ FLASHING DETAILS SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM p 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 4A MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vass 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS 01m OF RAS 118,119 OR 120. •- ltJ •• 4B -UPPER FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : --, •••: , A ` ` 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3.0 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER. IIMI TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, 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: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A RECORD COPY NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE P17E 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 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS: GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' --- DAOR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 ANFOF3D BUIL®INCA �IViSION mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, A PERMIT ISSUED SHALL4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO rf000l BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL0 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF � CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 5EGTION5 M1411.3. REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >m COMPACTION TEST SOFFIT, RIDGE VENT OR CRAWL SPACE. REQUIRED 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 Results to be Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. at Slab Inspection 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 J 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 9O DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT: EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN IS INSTALLED AND LISTED AND • \t,D Nc 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 2138 FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER ■� SA N F D IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER • �. EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 0F 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC # 1 6 1 8 7 0 ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES 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 REVISION LOG FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 _ . C x ro DAVIS BEWS DESIGN GROVP 0r0 EST 1994 Fz�--- 0 -jhW do N0) 0000) 4) T Son °��" V � J T O OO � 00008%=c8 ;: 0. 40 0 Zz�°v 2A2 - MAIN F L00 R PLAN DI M E N SIO N S FLOOD ZONE REQUIREMENTS: 2 B 1 - UPPER FLOOR PLAN NOTES PLAN MEETS o8 EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. � /�Uj V J OR ASPHALT SHINGLES IIF APPLICABLE) : °'mr 2 B 2 -UPPER FLOOR PLAN DIMENSIONS WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 890526.1.C=00 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN C) 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 0 Z 3A1 - FRONT ELEVATION ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL v (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION J 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 89052.1. co CLAY AND CONCRETE TILE IIF APPLICABLE) : 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDIT101 (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND GLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH ���`` '••• r, ''•`• moi,, 3A4_„ FLASHING DETAILS SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM p 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 4A MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vass 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS 01m OF RAS 118,119 OR 120. •- ltJ •• 4B -UPPER FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : --, •••: , A ` ` 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3.0 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER. IIMI TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, 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: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A RECORD COPY NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE P17E 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 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS: GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' --- DAOR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 ANFOF3D BUIL®INCA �IViSION mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, A PERMIT ISSUED SHALL4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO rf000l BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL0 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF � CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 5EGTION5 M1411.3. REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >m COMPACTION TEST SOFFIT, RIDGE VENT OR CRAWL SPACE. REQUIRED 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 Results to be Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. at Slab Inspection 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 J 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 9O DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT: EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN IS INSTALLED AND LISTED AND • \t,D Nc 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 2138 FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER ■� SA N F D IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER • �. EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 0F 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC # 1 6 1 8 7 0 ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES 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 REVISION LOG FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 _ DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + ]DENVER - ENVEREST. EST 1994 Fz�--- 2A2 - MAIN F L00 R PLAN DI M E N SIO N S FLOOD ZONE REQUIREMENTS: 2 B 1 - UPPER FLOOR PLAN NOTES PLAN MEETS o8 EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. � /�Uj V J OR ASPHALT SHINGLES IIF APPLICABLE) : °'mr 2 B 2 -UPPER FLOOR PLAN DIMENSIONS WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 890526.1.C=00 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN C) 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 0 Z 3A1 - FRONT ELEVATION ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL v (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION J 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 89052.1. co CLAY AND CONCRETE TILE IIF APPLICABLE) : 3A3 - FLASHING DETAILS THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDIT101 (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND GLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAso IS DETERMINED IN ACCORDANCE WITH ���`` '••• r, ''•`• moi,, 3A4_„ FLASHING DETAILS SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM p 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH 4A MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vass 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS 01m OF RAS 118,119 OR 120. •- ltJ •• 4B -UPPER FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : --, •••: , A ` ` 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3.0 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 104" AWAY OR CLOSER. IIMI TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, 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: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A RECORD COPY NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE P17E 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 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS: GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. REVIEWED FOR CODE COMPLIANCE MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF PLANS EXAMINER APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' --- DAOR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, X26 GAUGE (0.48 ANFOF3D BUIL®INCA �IViSION mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, A PERMIT ISSUED SHALL4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO rf000l BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL0 ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF � CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 5EGTION5 M1411.3. REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, >m COMPACTION TEST SOFFIT, RIDGE VENT OR CRAWL SPACE. REQUIRED 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 Results to be Verified TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. at Slab Inspection 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 J 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 9O DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT: EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN IS INSTALLED AND LISTED AND • \t,D Nc 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 2138 FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER ■� SA N F D IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER • �. EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 0F 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC # 1 6 1 8 7 0 ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES 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 REVISION LOG FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 _ 4- 14.5 301-67)11 4'-0" x ro w 150 STATE STREET EAST OUXA4 , FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA. • DENVER CU ro Lo u� j �0 N� n ,w {/, 2 cm M MC o T 0 , T ELEVATION 3' "X3 -m'1 A/C � . >_ ;JM L L l ) 01-411 PAD (5EE MECH. 00.0 �J ICONTRACTOR I �.L m�, IFOR LOC.) I :: cy 00 9'-0`6-011 tz" iti L — J CONC.PAD z 7`�3�E I U2" RECE55 FDR 5.GD. 4.1 P.V.C. I'. 3/4" P.V.C. ,-ten' CONDENSATION DRAIN BY PLUMBER ZDN Q 1- t" N - � N >A a C.. TILE SEAT SHOWER QZ ABV. RECESS REFERENCE - 2'-011 ELEVATION HEAD l+) m' -m" e N \ 3/4" P.V.G. n, ALL —_—_— x — CONDENSATION DRAIN BY N a r 1 r 1 PLUMBERIOPT II OPT. 4" P.v.C. _ WAS ER J L DRYER J I � r � i n 4 -I L� : J AIR HANDLER 51 �C - SII Z- —I— \ LINES FROM n; D1SP O O� I UPPER FLOOR 4'-6" 4'-611 \ I6'-3" 4'-11' m PROVIDE WATER o > LINE FOR ICE MAKE Q \ 3/4" RECE55 r✓ > FOR ENTRY DR. %�'L OF REF. JI 000, N ' L.T. ROUGH IN 50 GAL, M CENTER ON WALL W.N. ti J U N 8" 3'-811 ELEVATION 0 l) 0'-4" I � PAVERS 0 (L o I N G.J. I I - - - - - - - - - - - - - — I cn UI ELEVATION I . I (401-611 e AA PAVER DRIVE / LEAD WALK 3A2 2` S" I6'-0" 2I'-411 61.811 O 301 -mil E�T(-) m'-4" 1 ELEVATION l) m'-4" T TAYLOR MORR16ON U5ES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * • JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED 711 x ro w 150 STATE STREET EAST OUXA4 , FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA. • DENVER CU ro Lo 0 j �0 N� n ,w {/, 2 cm M MC o T 0 , T � . >_ ;JM L L co U. 00.0 �J O o�C0 �.L m�, :: cy 00 iti 45 z 7`�3�E • JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED 711 ,.j CD Q.00 M v� CV va Q Z ca LLI v + U. in M r, �+rrR W rr ry 0 nel 0 0 Ilu T"1 2 13 8 1) INA #1_1870 SLAB INTERFACE PLAN. SCALE: 1/4" - I'-011 GARAGE LEFT • SHEET • DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OUXA4 , FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA. • DENVER EST. 1994 ,.j CD Q.00 M v� CV va Q Z ca LLI v + U. in M r, �+rrR W rr ry 0 nel 0 0 Ilu T"1 2 13 8 1) INA #1_1870 SLAB INTERFACE PLAN. SCALE: 1/4" - I'-011 GARAGE LEFT • SHEET • 5TAIR NOTES: RAILING BALU5TER5 SHALL BE 5PAGED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. THE TRIANGULAR OPENINGS FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE A SUCH A SIZE THAT A SPHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 3/8 INCHES TO PA55 THROUGH HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER. HANDRAIL ENDS SHALL IBE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SUFZ-ACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 STAIR SECTION. 5CALE: 1/4" = 1'-0" 8-06-0 TEMP. 5.G.D. /2.5TORY VOLUME 7 FAMILY ROOM 14'-6"x16'-0" 2 -STORY VOLUME o v Lu M.C. > O 2-4x6 8 M9 BATH v BFD CLG. o <! DINING ROOM I �e 14'-6"x10'-0" I i VALVES I OPENING TEMP, GL. ENCL. 9'-4" FLAT CLC. To UNDER�q ON 42" H. LOW WALL STAIRS L C Lu 18" H. TILE TILE JL STAIR DATA: I SEAT SHOWER IS RISERS AT I 42" H. KNEE 1.38" EACH I HANSEN x DRYER COUNTERTOP WALL 10.00" TREADS - BOX - r r 15H. VENT R/S OPT. -i I OPT. 42" H. o x LL , , WASHER DRYER ------ LOW WALL N o LJL__J \ AIR HANDLER UTIL LINES FROM FLAT CLG. SINK -I- O UPPER FLOOR 2 8x6 8 o I W/ P15P ' u m I O 9'•4" ARCH FROM Q CLG, 2-8x6-8 co VENT HOOD � 0 8' 0" TO 8' 8" � � KITCHEN \ TO EXTERIOR \ O 9'-4" FLAT CLG. / \ \ PWDR CL e )E CLG. 50 GAL. W.H. 5 5H. O.H.C. FLUSH FRAME TO FURRING INSULATE L.T. ROUGH IN INSULATE S UR WALLS CENTER ON WALL WALLS ENTRY ZIN5ULATE o LINE OF SECOND FLOOR ABV. 9'-4" PLT. HT. ABV.7Lu ib 9'-0"x3'-0" GONG, PAD 13'-0"x3-0" A/CI x m 36" H. CONTINUOUS 42" H. PAD (SEE MECH. ICONTRACTOR I I i WINDOW WIDTHS I FOR LOC.) I L__ =--J 5RA5PABLE LOW WALL L - - - J REFER TO SHEET 2A2 UO 3/4" PLYWD. FOR MAIN FLOOR RAILING 3 - 26 5H. PLAN DIMEN51ON5 9' 4" HD. AT V-0" DECKING 26" LINE OF 6'-8" MIN, BEAM 1/2 32 5H 22 5H 2-8x6-8 Lu BE HEAD CLEARANCE FLOOR NOTE: CLG. CLG. FLOOR 5Y5TEM GARAGE = H.B. MASTER SUITE 1/2 33 5H 23 5H 33 5H 13'-10"x12'-10" 5Y5TEM ANGLED WALLS 9'-4" FLAT CLG. A.F.F. 10D0" -J ARE AT 45' (UN.O.I 0 51" (TYP,) 14 5H 1/2 34 5H 24 5H 34 5H w 2x STRINGERS ' 36" H. z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H IRON LINE OF GARAGE DOOR IN OPEN P051TION r------------------� Z - a I I RAILING & I - LINE OF °' I I N051NG 16 5H 1/2 36 5H 26 5H 36 5H I DOOR IN I I (TYP.) R38 CEILING INSULATION WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ - FOREGROUND 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) I� a� v * * * * * * I 1 2x TREADS AND 0 c' I ALL GUARDRAILS AND HANDRAILS TO I I Ix RISERS (TYP.) COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F.B.C.. - 5TH EDITION (2014). ,1 I REFER TO SHEET 2A2 NB. o FOR MAIN FLOOR v 16-0x1-0 O.H. GARAGE DOOR 11 TREADS AT 10.00" EACH PLAN DIMENSIONS * UNDER-5TAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SUFZ-ACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RE51DENTIAL CODE 8302.1 STAIR SECTION. 5CALE: 1/4" = 1'-0" 8-06-0 TEMP. 5.G.D. /2.5TORY VOLUME 7 FAMILY ROOM 14'-6"x16'-0" 2 -STORY VOLUME o v Lu M.C. > O 2-4x6 8 M9 BATH v BFD CLG. o <! DINING ROOM I �e 14'-6"x10'-0" I i VALVES I OPENING TEMP, GL. ENCL. 9'-4" FLAT CLC. To UNDER�q ON 42" H. LOW WALL STAIRS L C Lu 18" H. TILE TILE JL STAIR DATA: I SEAT SHOWER IS RISERS AT I 42" H. KNEE 1.38" EACH I HANSEN x DRYER COUNTERTOP WALL 10.00" TREADS - BOX - r r 15H. VENT R/S OPT. -i I OPT. 42" H. o x LL , , WASHER DRYER ------ LOW WALL N o LJL__J \ AIR HANDLER UTIL LINES FROM FLAT CLG. SINK -I- O UPPER FLOOR 2 8x6 8 o I W/ P15P ' u m I O 9'•4" ARCH FROM Q CLG, 2-8x6-8 co VENT HOOD � 0 8' 0" TO 8' 8" � � KITCHEN \ TO EXTERIOR \ O 9'-4" FLAT CLG. / \ \ PWDR CL e )E CLG. 50 GAL. W.H. 5 5H. O.H.C. FLUSH FRAME TO FURRING INSULATE L.T. ROUGH IN INSULATE S UR WALLS CENTER ON WALL WALLS ENTRY ZIN5ULATE o LINE OF SECOND FLOOR ABV. 9'-4" PLT. HT. ABV.7Lu ib 9'-0"x3'-0" GONG, PAD ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.. - 5TH EDITION (2014). 13'-0"x3-0" A/CI x m DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE PAD (SEE MECH. ICONTRACTOR I I i WINDOW WIDTHS I FOR LOC.) I L__ =--J 2011 21" L - - - J REFER TO SHEET 2A2 UO WINDOW CALL -OUTS FOR MAIN FLOOR T.O.M. 3 - 26 5H. PLAN DIMEN51ON5 9' 4" HD. AT V-0" (D 26" ATTIC ACCESS * EGRE55 1/2 32 5H 22 5H 2-8x6-8 Lu 2 STORY 9'-4" NOTE: CLG. CLG. FLAT HEADER-/ T.O.M.9'-" GARAGE = H.B. MASTER SUITE 1/2 33 5H 23 5H 33 5H 13'-10"x12'-10" ANGLED WALLS 9'-4" FLAT CLG. A.F.F. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.. - 5TH EDITION (2014). V / W cn mom a C);MT N cz aq G� Z W W m ti �x .:" tee J " Oi" W it HATCHING LEGEND INSULATE WALL FDWELLING AR OPENING HEIGHTS TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A MINIMUOF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE r� SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 0 SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE >= REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 Fmm� MAIN FLOOR 1157 S.F. UPPER FLOOR g815.F. TOTAL LIVING 2138 5.F, 2138 GARAGE 4515.F. ENTRY 745 TITLE • TOTAL 5Q FT 2 (o 3 5.F. MAIN FLOOR PLAN NOTES 6�111.t�iNG, _ MAIN FLOOR PNOTES SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT 2A1 TYPICAL MASONRY x m DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE PAVERS I i WINDOW WIDTHS L__ =--J 2011 21" --------- UO WINDOW CALL -OUTS 54"x22" (D 26" ATTIC ACCESS 12 5H 1/2 32 5H 22 5H 32 5H Lu NOTE: FLAT HEADER-/ T.O.M.9'-" GARAGE = 39" 13 5H 1/2 33 5H 23 5H 33 5H 20'-0"x20'-0" ANGLED WALLS A.F.F. -J ARE AT 45' (UN.O.I 0 51" 0 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H LINE OF GARAGE DOOR IN OPEN P051TION r------------------� Z 12" S 16 5H 1/2 36 5H 26 5H 36 5H I 0 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, Lu w R38 CEILING INSULATION WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURE 5PECIFICATION5, O 0 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) V / W cn mom a C);MT N cz aq G� Z W W m ti �x .:" tee J " Oi" W it HATCHING LEGEND INSULATE WALL FDWELLING AR OPENING HEIGHTS TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A MINIMUOF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE r� SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 0 SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE >= REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 Fmm� MAIN FLOOR 1157 S.F. UPPER FLOOR g815.F. TOTAL LIVING 2138 5.F, 2138 GARAGE 4515.F. ENTRY 745 TITLE • TOTAL 5Q FT 2 (o 3 5.F. MAIN FLOOR PLAN NOTES 6�111.t�iNG, _ MAIN FLOOR PNOTES SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT 2A1 x m DAVIS BEWS DESIGN GROVP PAVERS I i "_ a L__ =--J --------- 54"x22" ATTIC ACCESS NOTE: FLAT HEADER-/ T.O.M.9'-" GARAGE ALL INTERIOR . AT V-0" A.F.F. 20'-0"x20'-0" ANGLED WALLS A.F.F. 9'-4" PLT. HT. ARE AT 45' (UN.O.I 0 0 LINE OF GARAGE DOOR IN OPEN P051TION r------------------� G.G.VERIFY FOR a I I R38 CEILING INSULATION a I I v I I 0 1 I ,1 I REFER TO SHEET 2A2 NB. o FOR MAIN FLOOR v 16-0x1-0 O.H. GARAGE DOOR PLAN DIMENSIONS T.OM. PAVER DRIVE / LEAD WALK AFF, AA 3A2 V / W cn mom a C);MT N cz aq G� Z W W m ti �x .:" tee J " Oi" W it HATCHING LEGEND INSULATE WALL FDWELLING AR OPENING HEIGHTS TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A MINIMUOF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE r� SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 0 SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE >= REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 Fmm� MAIN FLOOR 1157 S.F. UPPER FLOOR g815.F. TOTAL LIVING 2138 5.F, 2138 GARAGE 4515.F. ENTRY 745 TITLE • TOTAL 5Q FT 2 (o 3 5.F. MAIN FLOOR PLAN NOTES 6�111.t�iNG, _ MAIN FLOOR PNOTES SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT 2A1 x m DAVIS BEWS DESIGN GROVP 0r0 0J N�' y 0) 0NC9 smf N N . r `. >JM 66 °��'• 00 ro=n~ J V 0 0t C0 �'L �rn cy p . f0 0 Z0 �20d EST. 1994 pzz--- V / W cn mom a C);MT N cz aq G� Z W W m ti �x .:" tee J " Oi" W it HATCHING LEGEND INSULATE WALL FDWELLING AR OPENING HEIGHTS TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A MINIMUOF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE r� SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 0 SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE >= REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 Fmm� MAIN FLOOR 1157 S.F. UPPER FLOOR g815.F. TOTAL LIVING 2138 5.F, 2138 GARAGE 4515.F. ENTRY 745 TITLE • TOTAL 5Q FT 2 (o 3 5.F. MAIN FLOOR PLAN NOTES 6�111.t�iNG, _ MAIN FLOOR PNOTES SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT 2A1 DAVIS BEWS DESIGN GROVP ISO STATE STREET EAST a.DSNtW FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWSCAM TAMPA • DE'N'VER EST. 1994 pzz--- V / W cn mom a C);MT N cz aq G� Z W W m ti �x .:" tee J " Oi" W it HATCHING LEGEND INSULATE WALL FDWELLING AR OPENING HEIGHTS TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN 12 INCHES ABOVE THE OR SURFACE BELOW, THE LOWEST PART OPENING OF THE WINDOW SHALL BE A MINIMUOF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE r� SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 0 SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE >= REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 Fmm� MAIN FLOOR 1157 S.F. UPPER FLOOR g815.F. TOTAL LIVING 2138 5.F, 2138 GARAGE 4515.F. ENTRY 745 TITLE • TOTAL 5Q FT 2 (o 3 5.F. MAIN FLOOR PLAN NOTES 6�111.t�iNG, _ MAIN FLOOR PNOTES SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT 2A1 c (ov( { 2'-8" K la w DAVIS BEWS DESIGN GKOVP Lo o -� EST. 1994 (- - J N 5; 0 N' 0) O cli > '= J eCY n �, L �) IL 0 0 aJ-0o o:� 0 >E1 jL_�� O 4a 1 Z v 2'-8" r W 0.9 C) C 00 eri O Z W J U. how +r • �: W 0 .' fill cem 0 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 0 >= 0 < I I 2138 No I I sf y° 'nD sum I6'-0. M.O. 2'-8" 11-011 I .g 21'-4 70 " 8'-8" MAIN FLOOR PLAN DIMENSIONS GARAGE �LEFT DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMA& FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W E)AVISBEWS.COM TAMPA • DENVER -� EST. 1994 (- - r W 0.9 C) C 00 eri O Z W J U. how +r • �: W 0 .' fill cem 0 REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES 0 >= 0 < I I 2138 No I I sf y° 'nD sum I6'-0. M.O. 2'-8" 11-011 I .g 21'-4 70 " 8'-8" MAIN FLOOR PLAN DIMENSIONS GARAGE �LEFT u.y N Q 2� 2 - 4050 F.G. HD. AT T-8" ABV. 2ND F.F. OPEN TO BELOW � FLUSH FRAME TO FURRING BELOW LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. 2x 2x4 FRAME'r FRAME 3050 5H. WALL WALL HD. AT T-8" 3050 6H. * EGRESS HD. AT T-8" FLUSH FRAME TO FURRING BELOW a I @ a BEDROOM 2 91-0"0 FLAT CLG. 42" H. �f LOW WALL (OPT. RAILING) 9'-0" CLG. 11 k N Q Q 9 -0 r 36"x22" _1 CLG) I ATTIC I N L—AGCE55 j BATH 29'-0" WLD r CLG. a �a SHOWER I— — — PROVIDE � 40 I I PAN AND DRAIN A.N. UNDER A.N.U. L T J 24" N. A/C 42" H. PLATFORM LOW WALL (OPT. RAILING) TUB/ SHOWER GLG. BATH 3 CLG. a TILE BEDROOM 3 1 ax6 a CPT. 2-46-8 11 -0 x11 -2 BFp, 9'-0" FLAT CLG. c0 -- ci 9'-0" N R/S CLG. i o2 R/5 I 3050 5H; „ -4- i BEDROOM 4 HD. AT T-8` 11'-0"x11'-6" 9'-0" FLAT CLG. I I I __j I 3050 5H. *DEGRE65 G.C. VERIFY FOR R38 CEILING INSULATION REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. - 5TH EDITION (2014). * * * * * * * JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 TYPICAL WOOD FRAME x ro CIO-) ifl DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE CU ro LO - ­z� EST. 1994 Fv -- WINDOW WIDTHS 0 J ' 57 20" 24" 36" 48" MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ar N d 7— WINDOW CALL -OUTS 2 a co U. 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT 0 0 ro ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE `o�E0. 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. Lu 40z°—VI'i WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H �Sz 60" s 1850 5H 2050 5H 3050 5H 4050 5H 72" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA51ONRY OPENINGS FOR ALL WINDOWS, ui WINDOW 51ZE5 ANP INSTALLATION MAY VARY PER �— MANUFACTURE 51PECIFICATION5. 0 Z 6 REFER TO FLOOR PLANS FOR STYLE OF WINIDOW USED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXEI) GLA55- F.G.) JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 0 x ro CIO-) ifl DAVIS BEWS DESIGN GROVP WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE CU ro LO - ­z� EST. 1994 Fv -- 0 J ' 57 OF THE CLEAR OPENING OF THE WINDOW SHALL BE A 2doW , MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ar N d 7— > =.J cm M r� a co U. 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT 0 0 ro ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE `o�E0. �s �rn r =�� to 6w0� FINISHED FLOOR PER F.B.G. 2010 RE51DENTIAL CODE 86122 40z°—VI'i WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 W C:)N :L4 00 �yy 0�' Z V� W 'a �L OD 9 00 Q' ryoo oil V) 0 W Itlo l. CLEAR OPENING HEIGHTS 0 CIO-) ifl DAVIS BEWS DESIGN GROVP WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE 150 STATE STREET EAST OLD5MW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - ­z� EST. 1994 Fv -- W C:)N :L4 00 �yy 0�' Z V� W 'a �L OD 9 00 Q' ryoo oil V) 0 W Itlo l. CLEAR OPENING HEIGHTS 0 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 ' 57 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 r� 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT rvoo ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G. 2010 RE51DENTIAL CODE 86122 0 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 <1 2138 BultC) • �2 ,.. TITLE UPPER FLOOR PLAN NOTES #6-1870 UPPER FLOOR PLAN NOTES GARAGE LEFT 11 m 1'-6" 2'-(o" JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED x ro 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 to 0 Lo ro 0 J N Nti 0a�M i. >;JM :. L LL ��, • 00 -0ti o=coo 3�E u.� Nc' t N ONc�ti JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED Now Oul a co CIOv a oo .0 W ®' o z Gq � LLj v LL co 01 7 4� Tom, 0 >m 2138 TITLE • UPPER FLOOR PLAN SAN�' ORA) DIMENSIONS 16.187 UPPER FLOOR PLAN DIMENSIONS SHEET SCALE: 1/4" = 1'-0' 7 2B2 GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 Now Oul a co CIOv a oo .0 W ®' o z Gq � LLj v LL co 01 7 4� Tom, 0 >m 2138 TITLE • UPPER FLOOR PLAN SAN�' ORA) DIMENSIONS 16.187 UPPER FLOOR PLAN DIMENSIONS SHEET SCALE: 1/4" = 1'-0' 7 2B2 GARAGE LEFT 11/2" THICK 5ANq FIN15H KEY5TONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: Z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING ac ac AND 5ANq FINISHED KEY5TONE5 (WHERE X > APPLICABLE) IF THICKNE55 15 TO BE Lu o DIFFERENT IT WILL BE CALLED OUT AT Lu SPECIFIC KEYNOTE GALL -OUT Z THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM 226. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063. TYP. CROSS-SECTIOIN OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING NEIGNt5 IN DWELLING UNITS, WHERE THE OPENIN5 OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE61DIENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.S.C. 2010 RESIDENTIAL CODE R612.3 • JOB NUMBER 26002,112 • CAD FILE NAME LOT 111 TB DAVIS BEWS DESIGN GROVP x w w FST. 1994 C 00 N' h �000) V >Jcm `V ���. 0 2O0 n h- 0 C0 Em Orn Z 3 * m 0 � 1 ++ Z520 • JOB NUMBER 26002,112 • CAD FILE NAME LOT 111 TB V r. 0 Ld CID o: M N -'—w T- 2'� Z Z Lu v 1 Cap 1L 12 12 6� /HINGLE Q6 °``,� , �,.• `bS . '�� ROOF `r► ..r• !ri G.G. VERIFY 612 12 as W ALUMINUM OVER 65HINGLE Q 2x6 5UB-FA5CIA ROOF (TYPICAL) PLT. HT. PLT. HT. 4" BANDING Z fill\\\ (TYPJ 1'-4" W. x 54" H. - - STUCCO 15TUCCO DECORATIVE FINISH FIN15H FIXED SHUTTER 1'-4" W. x 54" H. DECORATIVE 9 _�11LL LLI. FIXED SHUTTER 5HINGLE c ROOF * ;- �o 12 1411 BANDING ro /SHINGLE 12 (TYPJ SECOND F.F. LINE ROOF Q65ECOND FF. LINE - I'-0" BANDING m m ' cO T.O.M. T.O.M. a, 6" BANDING 6" BANDING 4" BANDING TEXTURED ❑ ❑ ❑ ❑❑ _ ❑ ❑ TEXTURED FIN15H Q FINISHF� 1:11:1 El 171171 1 v BANDING ❑❑�❑❑❑❑❑ +9 EF BANDING o'MAIN FF. LINE - - - _ MAIN FF. LINE © ]�=Jl COPYRIGHT 2014, TAYLOR MORRISON • • GRADE LINE 4" BANDING (A55UMED) 2138 FRONT ELEVATIONTITLE (1,5) ®f� } FRONT ELEVATION DETAILS SCALE: I/4" = I' 0" #16-1870 • SHEET ELEVATION "All -3A1 GARAGE LEFT uL.• DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL $13.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER FST. 1994 V r. 0 Ld CID o: M N -'—w T- 2'� Z Z Lu v 1 Cap 1L 12 12 6� /HINGLE Q6 °``,� , �,.• `bS . '�� ROOF `r► ..r• !ri G.G. VERIFY 612 12 as W ALUMINUM OVER 65HINGLE Q 2x6 5UB-FA5CIA ROOF (TYPICAL) PLT. HT. PLT. HT. 4" BANDING Z fill\\\ (TYPJ 1'-4" W. x 54" H. - - STUCCO 15TUCCO DECORATIVE FINISH FIN15H FIXED SHUTTER 1'-4" W. x 54" H. DECORATIVE 9 _�11LL LLI. FIXED SHUTTER 5HINGLE c ROOF * ;- �o 12 1411 BANDING ro /SHINGLE 12 (TYPJ SECOND F.F. LINE ROOF Q65ECOND FF. LINE - I'-0" BANDING m m ' cO T.O.M. T.O.M. a, 6" BANDING 6" BANDING 4" BANDING TEXTURED ❑ ❑ ❑ ❑❑ _ ❑ ❑ TEXTURED FIN15H Q FINISHF� 1:11:1 El 171171 1 v BANDING ❑❑�❑❑❑❑❑ +9 EF BANDING o'MAIN FF. LINE - - - _ MAIN FF. LINE © ]�=Jl COPYRIGHT 2014, TAYLOR MORRISON • • GRADE LINE 4" BANDING (A55UMED) 2138 FRONT ELEVATIONTITLE (1,5) ®f� } FRONT ELEVATION DETAILS SCALE: I/4" = I' 0" #16-1870 • SHEET ELEVATION "All -3A1 GARAGE LEFT uL.• i I I I I I I i yo I I I I I I I I I UPPER ROOF 0 6:12 i VENT REQUIREMENTS VENTILATION CALCULATIONS I ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ, FT. Lu 6:12 i X 144 = 612 SQ. IN. N' co h 0N�co HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. j o # UPPER 2/3 ROOF VENTS REQUIRED = 3 I 6:12 ---r---- ----- I � I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. I I I I I I ACTUAL SOFFIT VENTILATION = 649.90 SQ. IN. CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 514ALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE85 'L J, OF ALL RA15ED TEXTURED FIN15H BANDING AND $AND FIN15HED KEY5TONE5 (WHERE x > APPLICABLE) F THICKNE65 15 TO BE "u o DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 7 THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICAT0 TO BE PER 2010 F.B.G. RIENDENTIAL CODE R103.6.1 AND A5TM C926, IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2. AND ASTM G 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" 12 12 Q6 SHINGLE 6� / Q6 RDOF 5HINGLE 12 ROOF 6 PLT. HT. PLT. NT. _ _ _ _ PLT. HT. _ 5TUCCo FINISH � STUCCO FINISH � * S12HINGLE 12 SECOND F.F. LINE _ SECOND FF. LINE ROOF _ _SECOND FE. LINE T.O.M. T.O.M. T.O.M. _ /TEXTURED /TEXTURED - FINISH 7 FIN15H MAIN F.F. LINE _ _ _ _ MAIN FF. LINE _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE (A55UMED) LEFT ELEVATION 5CALE: 1/8" - I'-0" 12 12 6� Q6 SHINGLE PLT, HT,ROOF PLT. HT._ o /5TU GCO �o * FIN15N7 FG. FG. �- (/: Uj SECOND FF. LINE 5ECOND F.F. LINE .aC T.oM._ _ T.O.M. v _ Ca z m Cil a�CIAu j a TEXTURED @ F NSVD FIN15H * mLL MAIN FF. LINE _ _ _ - TEMP. MAIN F.F. LINE( GRADE LINE y ���� �z�i�i (A55UMED) 0 �� •++.* `Y'i�� co oa W REAR ELEVATION SCALE: 1/8" - I'-0° • , �'' I I I ' yo x ro I I I I I 150 STATE STREET EAST OLDWAR, FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. I I N R ul I 6:12 0 4e N' co h 0N�co I I I 6:12 I 6:12 ---r---- ----- o I >'g�cm � I I CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 514ALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE85 'L J, OF ALL RA15ED TEXTURED FIN15H BANDING AND $AND FIN15HED KEY5TONE5 (WHERE x > APPLICABLE) F THICKNE65 15 TO BE "u o DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 7 THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICAT0 TO BE PER 2010 F.B.G. RIENDENTIAL CODE R103.6.1 AND A5TM C926, IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2. AND ASTM G 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" 12 12 Q6 SHINGLE 6� / Q6 RDOF 5HINGLE 12 ROOF 6 PLT. HT. PLT. NT. _ _ _ _ PLT. HT. _ 5TUCCo FINISH � STUCCO FINISH � * S12HINGLE 12 SECOND F.F. LINE _ SECOND FF. LINE ROOF _ _SECOND FE. LINE T.O.M. T.O.M. T.O.M. _ /TEXTURED /TEXTURED - FINISH 7 FIN15H MAIN F.F. LINE _ _ _ _ MAIN FF. LINE _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE (A55UMED) LEFT ELEVATION 5CALE: 1/8" - I'-0" 12 12 6� Q6 SHINGLE PLT, HT,ROOF PLT. HT._ o /5TU GCO �o * FIN15N7 FG. FG. �- (/: Uj SECOND FF. LINE 5ECOND F.F. LINE .aC T.oM._ _ T.O.M. v _ Ca z m Cil a�CIAu j a TEXTURED @ F NSVD FIN15H * mLL MAIN FF. LINE _ _ _ - TEMP. MAIN F.F. LINE( GRADE LINE y ���� �z�i�i (A55UMED) 0 �� •++.* `Y'i�� co oa W REAR ELEVATION SCALE: 1/8" - I'-0° • , �'' 5ADDLE ' --------------- x ro 6:12 150 STATE STREET EAST OLDWAR, FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. Lo Lo U r0 R ul -i N 0 6:12 0 N' co h 0N�co I I 6:12 I 6:12 ---r---- ----- o I >'g�cm � I I ���• GARAGE ROOF 00 VENT REQUIREMENTS VENTILATION CALCULATIONS j ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. i �r fdcm I I X 144 =196 SQ. IN. I I HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 0� �ti ------------ HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ, IN. *+ ZG20 ACTUAL SOFFIT VENTILATION = 339.50 SQ. IN. TYR OVERHANG AT HIPAA (U.N.O.) 3A3 ROOF PLAN_ SCALE: 1/8" = I'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 514ALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE85 'L J, OF ALL RA15ED TEXTURED FIN15H BANDING AND $AND FIN15HED KEY5TONE5 (WHERE x > APPLICABLE) F THICKNE65 15 TO BE "u o DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -OUT 7 THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICAT0 TO BE PER 2010 F.B.G. RIENDENTIAL CODE R103.6.1 AND A5TM C926, IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2. AND ASTM G 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = I'-0" 12 12 Q6 SHINGLE 6� / Q6 RDOF 5HINGLE 12 ROOF 6 PLT. HT. PLT. NT. _ _ _ _ PLT. HT. _ 5TUCCo FINISH � STUCCO FINISH � * S12HINGLE 12 SECOND F.F. LINE _ SECOND FF. LINE ROOF _ _SECOND FE. LINE T.O.M. T.O.M. T.O.M. _ /TEXTURED /TEXTURED - FINISH 7 FIN15H MAIN F.F. LINE _ _ _ _ MAIN FF. LINE _ _ _ _ _ _ _ MAIN F.F. LINE GRADE LINE (A55UMED) LEFT ELEVATION 5CALE: 1/8" - I'-0" 12 12 6� Q6 SHINGLE PLT, HT,ROOF PLT. HT._ o /5TU GCO �o * FIN15N7 FG. FG. �- (/: Uj SECOND FF. LINE 5ECOND F.F. LINE .aC T.oM._ _ T.O.M. v _ Ca z m Cil a�CIAu j a TEXTURED @ F NSVD FIN15H * mLL MAIN FF. LINE _ _ _ - TEMP. MAIN F.F. LINE( GRADE LINE y ���� �z�i�i (A55UMED) 0 �� •++.* `Y'i�� co oa W REAR ELEVATION SCALE: 1/8" - I'-0° • , �'' JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED • x ro 150 STATE STREET EAST OLDWAR, FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. Lo Lo U r0 O -i N 0 N' co h 0N�co N m . r >'g�cm `` ���• 00 0:� 0 �r fdcm cm 0� �ti *+ ZG20 JOB NUMBER 26002.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED SECTION AA 5CALE: 1/8" = I'-0" 12 6 ' 12 6 2 6/HINGLE 12 6� ROOF 7 PLT. HT. / PLT. HT. eTEMP. e Z -STUCCO a� �, �� 60 12 FINIS '- 5HINGLE SECOND F.F. LINE — ROOF 5ECOND F.F. LINE T.OM. T.OM. 7�-- -- -- /TEXTURED a� -TEXTURED FIN15HFIN15H % d J i TEMP. • MAIN FF. LINE MAIN F.F. LINE GRADE LINE (A55UMED) 2138 RIGHT ELEVATION $CALE: 1/8" = 1'-0" <Z pj)INC J o c 8 7a ELEVATION "A" GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. EST. 1994 o� SECTION AA 5CALE: 1/8" = I'-0" 12 6 ' 12 6 2 6/HINGLE 12 6� ROOF 7 PLT. HT. / PLT. HT. eTEMP. e Z -STUCCO a� �, �� 60 12 FINIS '- 5HINGLE SECOND F.F. LINE — ROOF 5ECOND F.F. LINE T.OM. T.OM. 7�-- -- -- /TEXTURED a� -TEXTURED FIN15HFIN15H % d J i TEMP. • MAIN FF. LINE MAIN F.F. LINE GRADE LINE (A55UMED) 2138 RIGHT ELEVATION $CALE: 1/8" = 1'-0" <Z pj)INC J o c 8 7a ELEVATION "A" GARAGE LEFT 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 jgk BRG.HGT N. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR ZfFLASHING DETAIL )ODEN ,ING SILL PLATE 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRG EXT WALL BUILDING WRAP BEYOND FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND 1 I 7/16" O.S.B. SHEATHING EXTERIOR FINISH SHOWN, PROVIDE 4' -1" BEAD OF 1 PER BUILDER CONST. ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER I BUILDING WRAP BEYOND UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING I FLASHING. PROVIDE FLASHING AND RETURN UP JAMB 6" .USE AND DECK FLASHING. I CEMENT PLASTER STOP BOOT AT POSTS LIQUID NAIL BRAND OR EQUAL1 WATER PROOF CAULKING �J � 1 EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE PER BUILDER 1 a PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE Moll 7 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS jk 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 wFgryF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sT WEATHER RESISTIVE BARRIER 906 PF' SILL PLATE (SEE DETAIL B O O FOR OPTIONS) (ASSEMBLED FLASHING 1 WINDOW) , 2 i i i FLASHING SEE NOTE #2 FLASHING DO NOT FLASH 14 OVER BOTTOM N WALL SHEATHING AILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL 7/16" O.S.B. SHEATHING FLASHING. 1 20" FLOOR TRUSS i 2X8 TRIM BOARD lk\\-STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING - 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, 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, FMANVDMA 250,, OR FMA/AAMANVDMA 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. �D1"11 #15 1870 FLASHING DETAILS N.T.5, TIE-IN WITH WEATHER RESISTIVE BARRIER: x m w DAVIS BEWS DESIGN GROUP 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH C U ro ------a EST. 1994 FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2o ro� 0 JT O AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PIER ROOF FRAMING PLANT Mt r Np f0 jgk BRG.HGT N. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR ZfFLASHING DETAIL )ODEN ,ING SILL PLATE 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRG EXT WALL BUILDING WRAP BEYOND FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND 1 I 7/16" O.S.B. SHEATHING EXTERIOR FINISH SHOWN, PROVIDE 4' -1" BEAD OF 1 PER BUILDER CONST. ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER I BUILDING WRAP BEYOND UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING I FLASHING. PROVIDE FLASHING AND RETURN UP JAMB 6" .USE AND DECK FLASHING. I CEMENT PLASTER STOP BOOT AT POSTS LIQUID NAIL BRAND OR EQUAL1 WATER PROOF CAULKING �J � 1 EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE PER BUILDER 1 a PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE Moll 7 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS jk 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 wFgryF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�sT WEATHER RESISTIVE BARRIER 906 PF' SILL PLATE (SEE DETAIL B O O FOR OPTIONS) (ASSEMBLED FLASHING 1 WINDOW) , 2 i i i FLASHING SEE NOTE #2 FLASHING DO NOT FLASH 14 OVER BOTTOM N WALL SHEATHING AILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL 7/16" O.S.B. SHEATHING FLASHING. 1 20" FLOOR TRUSS i 2X8 TRIM BOARD lk\\-STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING - 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, 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, FMANVDMA 250,, OR FMA/AAMANVDMA 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. �D1"11 #15 1870 FLASHING DETAILS N.T.5, V CDCL .aha 00 ©� Z uj W m w W � mwm�Nl 2138 • TI TLE • FLASHING DETAILS • SHEET • x m w DAVIS BEWS DESIGN GROUP C U ro ------a EST. 1994 J No do N � on) to _ 04 co em N ` >;JC4 LnL LL 2o ro� 0 JT O CO h- Et Mt r Np f0 0-20 V CDCL .aha 00 ©� Z uj W m w W � mwm�Nl 2138 • TI TLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STRtEET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. ------a EST. 1994 V CDCL .aha 00 ©� Z uj W m w W � mwm�Nl 2138 • TI TLE • FLASHING DETAILS • SHEET • TEXTURE FIN15W COAT BROWN COAT 5CRATCH COAT 5ELF-FURRING LATH TWO LAYERS WIRE, WEEP 5CREEU TERMINATE 5ELF ADHE5IVE PLANING AT LOWER N05E OF M.W.W.5. 5ELF ADHE5IVE FLANINGx MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ,-- DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOORR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A ^ EXTERIOR /� - - - - ---- ui n Wren nr nnunrn SHEATHING; 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 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 1 VI THRESHOLD / THRESHSH OLD SECTION -A (SEE / DETAIL WP02) SELF -ADHERED FLASHING 1 \ NAILING FLANGE SELF -ADHERED \ FLASHING O DO NOT FLASH OVER—� i / SEAL TOPS OF NG JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING **INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK 6�1 WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6 j OUTSIDE OF FLASHING GALV. MTL. „ L FLASHING 6„ Z M DIVERTER FLASHING Mr,Vs DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE ROOF A ;` FLASHING TEXTURED, PAINTED SELF -ADHERED FLASHING INSIDE CORNER - CRICKET AS EXTER. WALL FINISH ASPHALT BASED SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED BY PLAN MIN: ISLOPE FLASHING CONT. BEHIND FLASHING J h �, (REQUIRED AT R N . ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A 00 N M LOCATIONS) AT ENTRY ROOF z MINIMUM OF 6" ABOVE (D r- SHINGLES >1 VERTICAL RISE OF FLASHING AT KNEEWALL 100)LLM \ °o 6" X 18" H GALV.- `- u - 00 a�U0 FLASHING CONT. N SEALANT 0t C0 � y-' _ `: ROOF MATERIAL PER EL.EVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIREDFLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT ROOF pROK 4,Q S ry F4 ti.,y 4 < l�c4 �9�✓0�o SSO+ 2 /�C V4` sy4 ROOF pgcK %o ' 'j, ��,0 2 S\OEi O NpRR�PyMRN� \ \ A �Np�PP TYPICAL ROOF TO RF44OtiTOT , Go�Rs� pURgE oOJRSR E \ 51P�pR\P WALL FLASHING DETAIL 0 5�" p'(NCO 3Rp pGOURS ARSE M 20SSC CO \ RAKE METAL 22 29. s' „ LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE --14" 2 EAVES CERTAINTEED WINTERGUARID FIRST STARTER SHINGLE 81WATERPROOFING 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 36" VALLEY CENTERLINE 1" 8" 8" 8" 8" 8" 1" REMOVE SEALANT LI E 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 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 11/2" TO 2" ABOVE ROOF SHEATHING •°•o,® BLOCK o, o,o SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 111111111 lei 9.1�4V 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUTAND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH x ro FLANGE 1/2" WEEP EST. 1994c---- JLo LoO Lo J h �, N . �0+)co 00 N M -/ (D r- 100)LLM 00 a�U0 0t C0 � y-' _ `: 0 0 m L U)*+ ZG20 q 1/2" CEMENT PLASTER FINISH 2 172" PERFORATED FLANGE 1/2" WEEP EST. 1994c---- SCREED JOB NUMBER 2.112 CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED (n 11 a mm ILI INSTALL BOTTOM EDGE OF m WEEP SCREED 1" BELOWC)V_ ¢ty e* FINISH FLOOR �O . ®z uJ 2 i0 ` fill I 00 • I METAL FLASHING I , I IV/ \V Y/ 1 FLASHING DETAIL SINEERED ROOF RUN KICKOUT FLASHING 6" — !S AT 24" O.C. PAST EDGE OF ROOF — ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW o <<, �J, # 1 6 - 18 7 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND t— LAS H I N G C tAI U> WATERPROOFING METHODS TO BE USED. N.T.S. I- 4_1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994c---- (n 11 a mm ILI INSTALL BOTTOM EDGE OF m WEEP SCREED 1" BELOWC)V_ ¢ty e* FINISH FLOOR �O . ®z uJ 2 i0 ` fill I 00 • I METAL FLASHING I , I IV/ \V Y/ 1 FLASHING DETAIL SINEERED ROOF RUN KICKOUT FLASHING 6" — !S AT 24" O.C. PAST EDGE OF ROOF — ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW o <<, �J, # 1 6 - 18 7 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND t— LAS H I N G C tAI U> WATERPROOFING METHODS TO BE USED. N.T.S. WALL W.P. mmT GF.I. MICROWAVE— OUTLET +14" I L ---J SPECIAL PURPOSE OUTLET W.P. W.P. GF.I. UMMMUiL_ FOR T.U.G. SERVICE 150 AMP. ELEC. ELEC. METER PANEL G.F.I. CLG. OUTLET I FOR GD. OPENER r---------------------71 / I I GF.I. " I I GRI. IR 4s / RIG. I i AT 48" I COACH COACH LIGHT /� LIGHT H.B. LECTfRICAL <E 0 DUPLEX CONVENIENCE OUTLET K� DUPLEX OUTLET ABOVE COUNTER I.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET ' C x 0 DUPLEX OUTLET IN FLOOR �@E 220 VOLT OUTLET EST.1994 - � WALL SWITCH 0 -' 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH N d T -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q• RECESSED INCANDESCENT LIGHT FIXTURE °Ci• *c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 0 .� oroco (� EXHAUST FAN ;Q: EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cU. cm ® CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR o 41 z 0 so SMOKE DETECTOR sc SMOKE / CARBON MONO. COMBO DETECTOR Q TELEPHONE (OPTIONAL) v TELEVISION (OPTIONAL) CO THERMOSTAT 0 ELECTRIC METER = ELECTRIC PANEL D15CONNECT SWITCH ® SPEAKER (OPTIONAL) <\-g15 ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS..... 14" TELEPHONE.. 1411 (UNLESS ADV 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 (G.F.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.1i0, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1, EVERY BUILDING HAVING A FO55IL-FUEL-5URNING 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 PURPO5ES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARED REFER TO FLOOR TYP, 014 AND 12 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PSL X10 COPPER TO WATER HEATER UNDERGROUND 15 COPPER TO RANGE SERVICE BY SORER COMPANY 04 CAPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM �� NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL p 1 x F- ol:- o FT ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. 16�'1870 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT" • JOB NUMBER 26002.112 • CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED ' C x 0 Irl DAVIS B EWS DESIGN GROVP J r00 EST.1994 - � 0 -' do N VI 0000)mr N d T - >;JM °Ci• ` 0 00 0 .� oroco EI t OI > cU. cm o 41 z 0 • JOB NUMBER 26002.112 • CAD FILE NAME LOT 111 TB ISSUED 05-27-16 REVISED 2138 • TITLE MAIN FLOOR ELECTRICAL PLAN Li • � SHEET • Irl DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST.1994 - � 2138 • TITLE MAIN FLOOR ELECTRICAL PLAN Li • � SHEET • ELECTfRICAL <E�r 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.r. WEATHERPROOF DUPLEX OUTLET K)E F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET K;)-- HALF -SWITCHED DUPLEX OUTLET kQ SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT 0 FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) �jr THERMOSTAT ELECTRIC METER jow ELECTRIC PANEL --mia DISCONNECT SWITCH ® SPEAKER (OPTIONAL) l ROUGH -IN FOR OPT. CEILING FAN v J HORIZ c'� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ MAKE-UP �. ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS 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 ..... 14° TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVI510K ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIIRED 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 ALAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES IPER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PWi;:CTED (G.F.U. 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW 16 IN FULL COMPLIANCE WITH N.F.P.A.10, NE.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUIi2t•IING 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. ALAW5 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARR MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 21 38 • TI TLE �� • UPPER FLOOR ELECTRICAL PLAN I'E R « �,� 8 UPPER FLOOR ELECTRICAL PLAN- 4EB GARAGE LEFT x 0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • lDENVER. C U �0 0 �m 2 N M N (D , I' .> JC4 Lm �co� 0 ro� T ti C0 _0 LL t 7++N a+ ) T Z�Gtt 21 38 • TI TLE �� • UPPER FLOOR ELECTRICAL PLAN I'E R « �,� 8 UPPER FLOOR ELECTRICAL PLAN- 4EB GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • lDENVER. EST. 1994 F_� 21 38 • TI TLE �� • UPPER FLOOR ELECTRICAL PLAN I'E R « �,� 8 UPPER FLOOR ELECTRICAL PLAN- 4EB GARAGE LEFT METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD N TES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS GENERAL BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 O PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS' ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-63). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND NOT. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND EXPOSURE B 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, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED AREA (SQ FT) REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL. BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLAT!ON INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD 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 -1/74" 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 1/74", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR 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 -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z z 2 E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STRUCTURAL ENG: CFG / BED STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc 1= 900 Fc j = 900 Fc i = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. %6' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED) DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S4 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4) O GENERAL DETAILS (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 TWO STORY DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 1 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMs 5 4 4 ,l 515 J✓' 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 INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ Q TRUSSWAY TRUSSES PER TB -39 • ui Q APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 W/ BED ROOM PER TB -55 (TL/JV) W r 11 APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 9 5/26/2015 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ W 0 TRUSSWAY TRUSSES PER TB -100 10 6/11/2015 CREATED ELEV. B W/ OPTIONAL LANAI & 0 TRUSSWAY TRUSSES PER TB -38 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited, ,tk p") D .PAR\ "., 6.170 W Q W W V w0) M w00 � a C,0 J Z 2 Q Q • ui Q .. Z -vW W r 11 � J T 1 LL W 0 Z V � a Q Q a -vW W r 11 � J T W 0 Z 0 CO) 0 S Q UJ P O co m F- 0 W U U Z LL] aa= ry � L~ STRUCTURAL ENG: CFG / BED DRAFTING: - A -STRUCT AR QC CHECK: CC JOB No. TM - 2152302 ISCALE: AS INDICATED DATE: 6/22/16 S1 i 30'-0" 2 STORY FOOTING A/C PAD SD2 \D2/ 2'-8" 16'-0" 2'-8 T-10" 0" 8'-8" 21'-4 2 STORY FOOTING 30'-0" co M FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1 -- LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL, VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR - - _- - EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 1 VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD, 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED gI 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD till �" a FOOTING STEP DOWN AND CORNER INFORMATION. ' ��1� 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE Q�•p a�ya �I�'✓ J SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH�,� ••.�� CO Q Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION �. Z y c., 0 U_ 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS *, W p FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERALs•' 0'r CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO r�, •'• c O m LL FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ~•'• •°• C3� SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, q I�� pI; COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 1� DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). 4� THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. I U, O pq 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO „4 444 4' DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND P4 ��-4+ FOOTING SIZES PENDING DEPTH OF STEMWALL. o Owl, o, FOOTING SCHEDULE a w p w � V >1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. iii,hh III �Y V 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. z� O O O 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. cc <a> .5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. <6> .6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. v Z Z O36 x36 x12 dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. ^� W g 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. W = M o _ t- -1 O4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. o Z OpS -OD � P U) 4 j O4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. < ('1)D a ZZ�IiA� p oQ w 5E O 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. z < mb Uj i a I W Z U - Z 0 0 O w SYMBOLS LEGEND v -_ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). � a • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Z TO TIE BEAM. O 0 m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ~ 0 a � J � W Zoo � oo� 0 o �wlm � �L& � Z � aa= O F- 2 H CL STRUCTURAL ENG: CFG / BED DRAFTING: p-STRUCT: AR QC CHECK: CC JOB No. - TM -2152302 5A;ir ..3#:1 ' a SCALE: .. .. _..... AS INDICATED — FOUNDATION PLAN `l DATE: 6/22/16 - # 1 6- 1 8 7 0 S2 1/4"=11 -011 iv property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive p op y Y p Y II L 1 :_ L L t SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT, Z L 2'-10" 1, 21-411 10'-21, 2'-2" 0 I--- 23 U N w ■ N ■ LU N ■ Uj M iv `,1,11G1 Ott L1J OD 41 a� 7 Lam____-_-_______ - - -- ■ .: ++Z� � l��►' � � —� r co LU ■ a Z • i - r M N �1 23 w 11��11 1 r. y � N Q r r Z Z 0 - _— i i ■ a 1 09 -- Z "' F :1F8� ® ■ Z0 (no0MN E ,m ♦ ii 51_On V V 5 - le I.G _I z Nr- r�E 1 C14RE W O a6� ■ ■ �j � �N~' J p Zoe m ■, �w 7'-0" '-8" Io _ — ■ ■ �U) e � a ■ ■ m p o Q e � � W � Z�O J iW I'-411 1'-411 I6'-011 11-411P_4.. 81-81 0 p=Z _�W � Z -- .w.3 QQ= p E -2H STRUCTURAL ENG: CFG / BED DRAFTING: A-STRUCT: AR QC CHECK: CC �1LDl/v� JOB No TM - 2152302 S.��I`11�F�"aRD � SCALE: AS INDICATED - - - __-- .... DATE: 6/22/16 .'f2T DOWEL LAYOUT PLAN a 1/4"=11-0 " S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. - S1 �O F02 SD5 SD6 ---------------------- __ - W ® F01 HUC48 HEADER TO C.M.U. N W/ (6) 10d NAILS & _ (14) Ya" x 2 %" TAPCONS F01 F01 W ■ BW1 ■ F01 ■ a F02 Fol , �rrr w��p� LL 00 SD6 ��.'`j��<�= z 71 C) _j �Itj Q ® F01 A } J F02 m LL F05 ® F03 F05 BW1 _ -- ■ F03 CO BW1 F03 p F05 I = F03 0 m w o 0 A BW1 F0ca5 •' c� -- 4 LL I F03 a� U F06 0 \ F03 S1 O Fol A SD5 F08 cc S1 SD5 F09 h, Flo C SO A 0 D03 (9S+s�\A SD2 w =$� F11 _ D Ld ■ F12 Q 0 �ZN 0 D03 O A O SD2 CO2 J N � Ig z F1 F1 RF03 U) o� g Roe BW2 SD6 SD6 9 S1 Z zO a 6 E U �b Roe S1 F1 SD5 � � ¢ � � � � 19 5 C Ro3 ■ SD6 SD6 ® I- co 0 0) o Lu (L/ G^[ Z LL R04 LL LL IL U � L O S1 � 1- SD6 R05 — - ---- ■ c LL1 LLI R07 2x6 #2 SYP CONT. LEDGER TO ■ COMBO TRUSS UNDER 2ND FL. F1 ■ S1 1 (n WALL W/ (Z 16d NAILS @ 4" O.C. SSD5 R07 D6 R22 Q 1 1 z 0 Li R23 a J18 J18 J r 11 W � H J17 J17 z O 0 w J16 H i I i H ii- J16 Y p, 0 T -Ni 0 0 ti 00 rn rn 0 rn rn 00 r- �p r- � � .- � <- r- � r- •- � O � IW Im �` Q LU z aa= O F- CL STRUCTURAL ENG: CFG / BED DRAFTING: A -STRUCT: AR QC CHECK: CC JOB No TM - 2152302 FIRST FLOOR FRAMING PLAN � SCALE _ -- - AS INDICATED DATE: 6/22/16 \M/v "� 1/4"= 1 1-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 4r 870 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (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) BWZ PLATE 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf '-rd. PT. 3 (2)1.75"x9.25" LVL BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN. OR ENDNAILS OR ENDNAILS 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. BW5 E5 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN V-0" TO 3'-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 BW6 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160If p Mrd. PT. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET 3 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 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 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 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"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) OD (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"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V O - 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 & a" EPDXY ANCHOR WMIN. 6" 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 BO (3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN OD (2)2X6 SYP#2 BUILT UP STUD COLUMN OE (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 O8x8 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"x7" LVL COLUMN. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. V O - O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 6" 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 META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" F META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 SCALE ] (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 19$5 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H1OA w/(18)1Od x 1J' NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H1OA-2 1070 H10A-2 1245 HTS20 w/(24)1Od x 12' NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 E5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 El 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 8�MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 F1 ol HGT-2 w/(16)1Od NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 RLTT20B 18 w/(10) 1 Od NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 21" NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 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 31RDER TO COL./ BEAM 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 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 JOB No. TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" PLATE TAPCONS LEGEND ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 SCALE AS INDICATED TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS 83.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROP:1 FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP--- AND CALL THE ENIGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN MAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. 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 ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. Z O W 1� W M D- `!'pJ1111111111 ago uj 00 C"j J z WC* 41 W Q Z Q O? ?- Lr- J M LL o C? z° c P-4U�, o O C � Q O Z o7 ` 'r g- 8 W ;;,r, N W yrs k Z (1) 0 Z 0coo Z z z O U) aF��g U v z anu)�19s 8 E 06dJ � ��N J d RH J v1 Z 01j�� FjW o o WO W = Z 7 _ r. � a z O Q > r 11 J We - ZOO -1 WO 0 F- 0 ca W °�z U �Z -� � QQ_ ~�~ CL STRUCTURAL ENG: CFG/ BED __._. ..... DRAFTING: A STRUCT: AR QC CHECK: CC 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. • 6/22/16 1/4'=1 -011 a�Y-r S4,1 1 8 7a 6 JOB No. TM - 2152302 NOTES & CONNECTOR LEGEND SCALE AS INDICATED DATE 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. • 6/22/16 1/4'=1 -011 a�Y-r S4,1 1 8 7a 6 ADD STRAPS TO STANDARD 2ND FLOOR FRAMING NOTES: w Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR -- - - - - - - - - TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ V W EXTERIOR FRAME WALL o SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING ----- - -- -.- _ INTERIOR ZONE END ZONE 814" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX W 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.G. MAX ui M ���11111f1ffl//� a � 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX � * �/� ¢� w w EXTERIOR FRAME WALL NOTES .•+��*•.. �. s Z ti z'c9%�Qv 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED tt: , ZQ TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR s,Z REQUIRED STUD SPACING. `t'y Q m 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS * n s . LL & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN II 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS O 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE A `'44 O MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS0 IOWA,r'`'' / M i 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. Q 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. o �' o ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B •` p. U, U WALL LEGEND J09 04 R15 = 9'-4" T.O.M. = INTERIOR/EXTERIOR ��" z i j BEARING WALLS VERIFY ` U J08 R15 MGT. W/ ARCHITECTURAL J W 8 PLAN U.N.O. r-�- C) N N III KI (DC,6 �do J07III R16 aZ U V- Z CO3_ Ora $$- H2x8 J13 o J Q R17 g �Orl, o 0 0 0 0 00 J12 j co in Z N a�� W E A 9 o R21 U 0:6 J07 J14 W LL z J14J 0�� 0 0 A o = _i- O aimm H2x8 o W o� LO LO LO v © o_ A 9- � a 0 2 P4 ~ A Q > r 11 � J r W � zF0 0b U) -4W W 0 P 0 0 W IM o�� � Z � aa= STRUCTURAL ENG: CFG / BED DRAFTING: A -STRUCT: AR Q��1LC)INC> QC CHECK: CC JOB No. TM- 2152302 ROOF FRAMING PLAN S,F�.NFCO)RD A SCALE. AS INDICATED 4c.njlRm DATE: 6/22/16 1/4"=1 -011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND #16 1 8 7 S4.2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO AT CORNERS PRECAST "U" METAL LATH OR VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN IS LEVEL WITH TOP STANDARD #5 psi CONC. PER FLINTEL OVER COURSES OF BLOCK FOR HOOK BAR. LAP PLAN. IF NOT REQ'D TO PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & BEARING (MIN 3") . LINTEL, #5 TO BE `. PAPER FELT 10" HOOK z J a_ Of a 0 w i ry z O Q HOOKED INTO PROHIBITED) SIDE VERTICALS ' .a ° a e e. d. a .. ° ° .e d' ° '• a �° e d e a' ��' �e � a .' ° ..e a G n .i.� � �� ' �� ° +� �� a °• � ter•' . a ' � ° •- 1�" a LL O J Qz Ln J .•° ° e 4: N ds i d LL Il z W a e a ROUGH OPENING PER PLAN A ° a SEE PLAN FOR TOP OF WALL AND LINTEL .r • v J .• •' '� ♦ .. INFO y } BAR SIZE BEND 0 -------------- LAP SPLICE BEND 0 LENGTH a -SHEAR WALL OPENING T:yjP1 ALSHEAR WA L SEGMENTT I° B TRANSOM OPENING ,.' • ;` :'' #3 s°. 4 B/4 ° . 4 /4 91 /4 ° n d SEE FOUNDATION ` a• SEE WF01/SD3 FOR /\ `:'' :' ' • PLAN FOR FILLED CELL INFO. MIN.. (1) IS REQ'D a° 1d MORE INFO 7 113/4 .• 33/4 a� '•' :' a ° #6 . 81/16 . 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 .d 213/4 42 '•' �"'---TURNED SIDEWAYS. ..: FIRST PLY 2X8 TO • • ,. MASONRY WALL W/ DOOR OPENING •:• SIMPSON HUS26 HANGER a LL O J Qz Ln J .•° ° e 4: N ds i d LL Il z W a e a ROUGH OPENING PER PLAN A ° TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" a SEE PLAN FOR TOP OF WALL AND LINTEL .r • v J .• •' '� ♦ .. INFO y } BAR SIZE BEND 0 -------------- LAP SPLICE BEND 0 LENGTH r -SHEAR WALL OPENING T:yjP1 ALSHEAR WA L SEGMENTT B TRANSOM OPENING ,.' • ;` :'' #3 s°. 4 B/4 INFILL AROU'M� . 4 /4 91 /4 ° 'FRAME WINDOW BY BUILDER d SEE FOUNDATION ` a• SEE WF01/SD3 FOR /\ `:'' :' ' • PLAN FOR FILLED CELL INFO. MIN.. (1) IS REQ'D ° 4 :. MORE INFO 7 113/4 .• 33/4 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL .r • v J .• •' '� ♦ .. INFO y } BAR SIZE BEND 0 -------------- LAP SPLICE BEND 0 LENGTH NON -SHEAR WALL OPENING T:yjP1 ALSHEAR WA L SEGMENTT B TRANSOM OPENING ,.' • ;` :'' #3 s°. 4 B/4 INFILL AROU'M� . TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL .r • v J .• •' '� ♦ .. INFO y } BAR SIZE BEND 0 -------------- LAP SPLICE BEND 0 LENGTH ' LINTEL PER PLAN ' "f'".•.' :'' :. `:; •. ., "D11 B TRANSOM OPENING ,.' • ;` :'' #3 s°. 4 B/4 INFILL AROU'M� . 4 /4 91 /4 'FRAME WINDOW BY BUILDER . !'° � SEE FOUNDATION ` ' • SEE WF01/SD3 FOR /\ `:'' :' ' • PLAN FOR FILLED CELL INFO. MIN.. (1) IS REQ'D :; :. MORE INFO 7 113/4 .• 33/4 7 '•' :' ON EITHER SIDE U.N.O. #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 (2) 2X8 WOOD HEADER 213/4 42 '•' �"'---TURNED SIDEWAYS. ..: FIRST PLY 2X8 TO • • ,. MASONRY WALL W/ DOOR OPENING •:• SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox " 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 11711 "D11 B , " 811 #3 1 7/8 4 B/4 15 211 /4 4 /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 13/16 16 1/2 35 51/4 913/16 213/4 42 C I L #3=2Y2' #4=2Y2" #5=2Y2' #6=3" #7=3Y2 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 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 "v zo 8'-2" 9' -6 - 16'-0" L PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELSSTANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8-0B8F16-1B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 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 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-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 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. 0 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 F- 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 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 U 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 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660 / 0 2439/0 p 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - — - - 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSL W 20'4" 0 180/0 598/0 1024/0 1441/02. w fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 1 145/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 1 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE p STRENGTH = 1900 PSI. �n W CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB % 6% ����� ���I�� a v 214" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �� � ` '>k t �r`�j� w 00 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510..j+�' Ni `4Y �w�� ®_ Y o 3'-0" 1230/1230 2769/2769 4085/4085 i co �. M 2 Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE iw o J U * W Q 4'-4" 846/833 2121/1716 3127/2839 F =FILLED WITH GROUT / 5'-4" 664/572 1761/1761 2595/2595 MARK LINTEL r. '> Z 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U = UNFILLED R =RECESSED r. �' Q 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ ,'' *�' 0 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITYl����"k\1LLL.8F16-1B/1T � (D 8F8-1B/1T �— QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH U O 0TYPE DESIGNATION • E 8RF14-0B/1T44 ''gl O 8F16-0B/1T 1-1/2" CLEARo J 8F20-1B/1T Qw IM #5 REBAR AT TOP MIN. (1) REQ'D O" 8F20-0B/1T U _j Q z C.M.U. 0 8RF22-1B/1T ° GROUT z #5 REBAR AT BOTTOM OF LINTEL - U O 8F24 -16/1T CAVITY * ' O 8RF22-0B/1T BOTTOM REINFORCING PROVIDED 0 7-5/8" ACTUAL IN LINTEL (VARIES) Z O 8F24-OB/1T 8.. NOMINAL WIDTH N FILLED N 8RF30-1B/1T PO " 8F32-1B/1T 1-1/2 CLEAR O 8RF30-0B/1T _ F#5 REBAR AT TOP MIN. (1) REQ'D Z O 8F32 -0B/1T U U U Q z C.M.U. u) O 8F38-1B/1T ° g W .F)g� 0 O 8F12-1B/1T Z 06 Fzu) 8F40 -OB/1T —�� BOTTOM REINFORCING PROVIDED c J Z a _ O 8 7-5/8" ACTUAL IN LINTEL (VARIES)cry tom ria Ow 8F8 -0B/1T 8" NOMINAL WIDTH o Z) tan <S6 g i5 CO UNFILLED J.,.. � W oQ< W �� a SAFE LOAD TABLE NOTES 7f- -1 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J = Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O RECESSED LINTELS BASED ON 4" NOMINAL'BEARING. 1= 2. 0 = NOT RATED. j— 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. o W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR z _ .� 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Q SUPPORT. Z 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 6 O Lj 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 0 o ~ Q W � O 0 CO W Ce0 LINTEL PLAN ° 1.- W R R � Z � aa_ O F- 11-- o �- E STRUCTURAL ENG: CFG / BED DRAFTING: A -STRUCT AR >>� QC CHECK: CC JOB No TM -2152302 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK SCALE: AS INDICATED "r ry DATE: 6/22/16 4DO8) REBAR SPLICE DETAIL #6 SCALE: 3/4" = T-0.. 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited, (1) #5 FROM FTG. TO — (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER � TIE BEAM SPLICE TO a TIE BEAM SPLICE TO e �.1 1/2" J-BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING F- BE MIN. 25" GROUT I'1 BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID REQ'D MIN 4" BELOW MASONRY WALL v MASONRY WALL ��I � CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I. SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. CONC. SLAB PER I -- -- --- --- - -- -- - SEE PLAN I� > 2 1/41, FOUNDATION PLAN CONC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER a 1I z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN Ih FOUNDATION PLAN > - a FOUNDATION PLAN W g Z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE I. VARIES p W a s wa a °' ° SEE PLAN ° I' w °° na dLZ ° q o a I r, .° d d.. II a. GRADE I d d . _ °.• q _— —__- - a_14- _ d° GRADE ° o _ I d d _ _ __ - I= 1==1 11-1 o a ° o a ...14 z in W —...I o co — ` U` _ I I _--I—I---I — a • d CL ., e. I �I _ a .•.. •� I .7 0 w I —1 _-- I In= I In I I _ �' v —I 444. d q . .d ' q _ O O LL ' I I. —_ —_ _,..__ -- I L.—_. _...... —°� 4 o J I - _1 ¢ 8 4 — — I I — III=1 _ —I _ _ _ I I = �_ L _ I I =1 I �' ' ° -1 I ►—I I' I - III -I I I— III-III III III-L' W —I = _ 1= I — —_ —_ (2) #5 BARS CONT. I — — 16—� _ I I �— ____ (2) #5 BARS CONT. ' I I I �� I — CLEAN COMPACTED 8" 8" � W/ 3" COVER TYP. 3 CdVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3 COVER FILL 95% STANDARD CLEAN COMPACTED CLEAN COMPACTED I CLEAN COMPACTED FILL @ 95% STANDARD DENSITY FILL 95% STANDARD 8" 8" FILL 95% STANDARD FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3 (2) #5 BARS CONT. w/ 3 1�_4 V-4" @ COVER TYP.; AT @ COVER TYP.; AT DENSITY DENSITY O II DENSITY DENSITY 2 #5 BARS CONT. w/ 3 2-STORY COND. (3) #5 2-STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL 95% STANDARD BE 20" WIDE BE 20" WIDE - WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2-STORY COND. (3) #5 @ SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY i BE 20" WIDE F0 TYPICAL EXTERIOR FOOTING AFO�TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN AFO�DOUBLE STEP FOOTING AFO�BEARING SLAB STEP DOWN fiRkFOOTING AT INTERIOR BEARING ui � co 3/4"-1'-0" 3/4"=1'-011 3/4"-1'-0 3/4"=1'-0" 3/411=1'_01' 3/4"=1'-0" i Iltlt/�' ak w 00 OPT. MASONRY CURB *•••• " = Z @ ELEV. 0-0 w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D �, y i ¢ CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS W +• SLOPED GROUT TO m ¢ ` ,, Z Q DRAIN OPTIONAL CURB BY MASONRY WALL ,. •, V ,� ,� Q q° M SEE PLAN r '` • �� : �- 0 d "" I I BUILDER MIN. 24" BEFORE °r..I d : ' , ♦ � J Z CONC. SLAB PER ANOTHER STEP IM LL CONC. SLAB PER 1 8 x12 THICKENED ° CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. ° ° O #5 FROM FTG. TO 8 a FOUNDATION PLAN w/ 3" COVER TYP. TIE BEAM .° #5 CONT. . ~ 4 PER MFG SLOPE FOUNDATION PLAN SPLICE GROUT CELL r�.> ,t',,tttr 1100 W E SOLID PLANS W • ° REINFORCEMENT S CL .... • . .:. a .. , p :. ;. GRADE w ° Q�' a A. qI q I ° .. FOUNDATION PLANE p' a PER o - - A. � w ° ° I a . a .r FOR QUANTITY I . O q � = I °- .•,. — c°-..••d— w ' = THRESHOLD PER MFG • 4: —I I I_I I I—I � _ 1. °, o . . ° °• ' = — a o ° ° Q ° #5 x 25" x 25" CORNER Q q ° �d ,, - _ _— q BAR ONE FOR EA. _ - ° d _ - ok _ I I—III—III—I 00 q° ° ° q d' ° ° ° ° I I w —d� — — — e��' -III= _ _ HORIZONTAL U I — - ;? mow*Iyb N I — I I III I I I_I I I — a —1 I-1 q. ° ° ... 14 CONC. SLAB PER w —I I —I �' I 11 I - - _Iiii- - _8 I I- °. d d,.° _ ° q . q REBAR, TYP. U.N.O. _ c•. - ^ l7 8 4 = I I I I I 1=-III—I — q a---=--_ — _..� .. . • °.' d ? — I ° d, °. d ° d C ° ' 1q FOUNDATION PLAN _, I ____ c (— = — I =I I I_I 1 I—I I IEEE I—I w _ — — �— .� — — -- = I I III I—I I I I — —1 ' a w o e . q a cj ° (2) #5 BARS CONT. .., o III—I I I I III I I =1 I—III—III III— I o (wy A. d° q � a- � -� • W/ 3" COVER TYP.; * � 1 I I—I 1 I— VI 1 1 W 1=wili�=III— I (2) #5 CONT. w/ 311 ° ':6 . •�, SLOPE 2-STORY CONDITION 1 -4' (2) #5 CONT. w/ 3'i I=16"MIN. = I : COVER TYP. .1'-4"(2) #5 BARS CONT. -� IPER MFG SLOPE EXT. SURFACE(3) #5 BARS w/ 20"11 COVER TYP. -I —III—III—III—I (2) #5 BENT BARS w/ R RAD "PER WIDE FOOTING W/ 3 COVER TYP. O GRADE 1/4 CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN OOT COMPACTED FILL @ 95% STANDARD BUIILD NGAY FROM FILL @ 95% STANDARD O WHERE 2ND STORY OCCURS, FTG DENSITY D SHALL BE V-4" WIDE w/(3) DENSITY . () #5 BARS ELASTOMERIC JOINT FILLER A_FO_ FOOTING @ SHOWER AT MASONRY A_FCI THICKENED EDGE A_FO�9TYPICAL STEP FOOTING DETAIL AF_1�0TYP9ICAL CORNER BAR DETAIL (TOP VIEW) AF11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1 -01, 3/4"=1'-0" 3/4"=1'-0" U) v ...J FILLED CELL PER PLAN WOOD POST PER PLAN (D Z r� FOR SIZE AND. BASE �..- W � � 8 t 411 CONNECTION Lu TOP COURSE TO BE Q 06 rw GARAGE I CHAIR BLOCKS. Z ��p --ENTIRE BASE TO BE O FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 w VERTICAL @ EACH & O FOUNDATION PLAN GARAGE WALL U BEYOND CORNER. SEE FLR. °• Q Q F � V PLAN FOR BASE SIZE °. . °' ° �d W ~ IS BN DRIVEWAY BY m SEE FOUNDATION FOR 4„--_ BUILDER- CONCRETE PAD SIZE d w M OR PAVERS L a° a 'q !' 4 W w F-- O CONC. SLAB OR ° > w c LU A LL °. . q;a PAVERS PER PLAN °°' : O x W 1.. , I : � a CLEAN COMPACTED d q ° t� FILL @ 95% STANDARD _ — s d.A 8. DENSITY I'' a ”K, ° 811 x 8" THICKENED q . La_°�'� - 1 �. 8" 01 3" COVER TYP. EDGE w/ (1) #5 CONT. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY — — — — Z THICKENED EDGE @GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN NOT USED 0 3/4"=1'-0" 3/4"=1'-011 a W11 � J � TOP (2) #5 x 4'-0" W PVC OR SCH40 SLEEVE � F- CENTER AT PIPE c O O PENETRATION ON CO W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE O ELEV. 1 FINISH PER CENTERED AT PIPE CONC. SLAB PER 8" C.M.U. FINISH PER PENETRATION III-II I II I I III 0 FOUNDATION PLAN W m In FLOOR ELEV. -) — ° — I—I (_ z — , q ©. FINISH FLOOR 0D — 4 q 4 = I O= Z PENETRATING — = I h J V •�. + GRADE -I = W Za PIPE PENETRATING PIPE d .., .. a ° d - I SEE N. I_ � Q = PLAN FOR 1= — _ ,� '. .' Y ...• =1 I = II d I I A. LOOP TIE (TYP.) .o = — Fll— PIPE PERPENDICULAR TO FND �- TOP (2) #5 x 4'-0" PVC SLEEVE MIN. -, _ - = I I — PVC ORS 0 SLEEVE FOOTING PER PLAN -� z • 'I — I = - =- I=I = I CENTERED AT PIPE CH4 STRUCTURAL ENG: CFG /BED —III—III—III- - — — = PENETRATION "' DRAFTING: DIAMETER TO BE 2 I I— � � I � I ---_I PIPE SIZES LARGER CLEAN COMPACTEDFILL @ 95% STANDARD FOOTING PER PLAN —I =_— SEE FDN'PLAN —I ( ;III °' d a a °-STRUCT: AR THAN THE -- - - PENETRATING PIPE (SIDE VIEW) DENSITY -III II = FOR SIZE —I I ° ° a ��ti DI/v QC CHECK: CC PVC SLEEVE (FRONT VIEW) I —I I �.: - 1- _ JOB No TM - 2152302 -III_-1 ° a s := SCALE AS INDICATED PIPE VERTICAL THRU FDN ,_ = a ° — 611 DATE. 6/22/16 TYPICAL FOUNDATION PENETRATIONS I III—III_ 1 NOT USED 1 8 70 3/4"=1'-0" PIPE PARALLEL TO FND SD1 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. COPYRIGHT MCD 2014. The op p Y u PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL " x' ' U.N.O. hi - 1/2"= 1'-0" SEE PLAN FOI •+ ,.. (1) #5 VERTICAL IN P.T. @ TOP TO ALLOW PLAN GROUT FILLED CELL (IF WALL SCHEDULE AROUND CURVE. MIN. REQ'D PER PLAN) F ��s PER 2x8 [ -�1 2x8 W/ (2) 16d TOE PLAN / BEARINI NAILS EA. END NOTE: SEE MD08 ON 2x SPF CONT. (2) - 8d EACH END LINTEL PLAN FOR REQUIRED WHI 7/16" OSB W/ (2) 8d ADDIT'L REBAR INFO NAILS }r 7/16" OSB EA. SIDE, W/ SCHEDULE. MII . of DOOR BRACKET, EA. SIDE & TOP NAILER VERTICAL REINFORCEMENT DETAIL '/16" OSB W/ (T) THIS UCK SHEETR MD04 I (NFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK of COURSE W/ (1; CONT. 3/4"=1'-0" ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER 1/2"= 1'-0" SEE PLAN FOI NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING WALL SCHEDULE AROUND CURVE. MIN. VIEW w/ CMU 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN (5) 3/8" DIA. J -BOLT W/ 2x8 W/ (2) 16d TOE PLAN / BEARINI NAILS EA. END 2x BLK'G. TO O.S.B. 2x SPF CONT. (2) - 8d EACH END BLOCKING ATTACH TO REQUIRED WHI 7/16" OSB W/ (2) 8d 3LOCKING ATTACH TO C NAILS GARAGE WALL 7/16" OSB EA. SIDE, W/ SCHEDULE. MII 6d NAILS @ 16" O.C. TO DOOR BRACKET, EA. SIDE & TOP NAILER THIS UCK SHEETR MD04 I (NFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHI� ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SPI CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD@32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK of COURSE W/ (1; CONT. 3/4"=1'-0" ADO GARAGE BUCK DETAIL 2x6x12 P.T. CENTER BLOCKING PER BRG SEE PLAN FOI BUCK 1 FRAMING INF( 3/8" DIA. ANCHOR WALL SCHEDULE CENTERED VIEW w/ CMU ADDITONAL HEADER (SEE PLAP THREADED RO (5) 3/8" DIA. J -BOLT W/ 7/16" O.S.B. EA. SIDI PLAN / BEARINI STD. CONNECTOR 2x BLK'G. TO O.S.B. SCHEDULE. ON (2) - 8d EACH END END REQUIRED WHI 16" O.C. W/ 3LOCKING ATTACH TO C INDICATED ON GARAGE WALL FOR BEAM SIZE SCHEDULE. MII BEYOND DOOR BRACKET, EA. FROM END OF' MASONRY WAL 2x6 P.T. BUCK EACH SIDE OF OPENING BLOCKING PER BRG 2x BLK'G. TO O.S.B. V1 1 SEE TYPICAL HEADER (2) - 8d EACH END WALL SCHEDULE END VIEW w/ CMU ADDITONAL HEADER (SEE PLAP CONNECTION PER (5) 3/8" DIA. J -BOLT W/ 7/16" O.S.B. EA. SIDI ARCH PER ELEV STD. CONNECTOR 2x BLK'G. TO O.S.B. j (2) - 8d EACH END END 5-1/2" EMBED. AT EA. 16" O.C. W/ 3LOCKING ATTACH TO C STRUCTURAL DOWNSET) FOR BEAM SIZE STRUCTURAL FRAME OUT TO BLOCK DOOR BRACKET, EA. BASE PLATE EDGE AS REQ'D '/16" OSB W/ (T) SIDES FROM TOP OF SIDE OF DOOR. CONNECTION PER BRG JAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF PROVIDE 1-1/2" x 3/16" WALL SCHEDULE RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE THICK WASHER W/ EA. I NAILING SCHEDULE ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ.SPACED -24" O.C.) PT BASE PLATE 1/2"= 1'-0" — LINTEL (SEE PLAN) — 7/16" O.S.B. EA. SIDI D03) BEARING/ SHEARWALL CONNECTION TO CMU (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 1"iri�>!»3,w1► (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR -1" 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. 3/4"=1'-0" 2x BLK'G. TO O.S.B. ARCH PER ELEV SHEATHING PER PLAN SEE TYPICAL HEADER (2) - 8d EACH END FRAMING DETAILS FOR END VIEW w/ CMU ADDITONAL HEADER (SEE PLAP CONNECTION PER INFORMATION 7/16" O.S.B. EA. SIDI ARCH PER ELEV STD. CONNECTOR 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD D03) BEARING/ SHEARWALL CONNECTION TO CMU (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 1"iri�>!»3,w1► (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR -1" 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. 3/4"=1'-0" SHEATHING PER PLAN SEE TYPICAL HEADER FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITONAL i CONNECTION PER INFORMATION WALL WITH STUDS @ STD. CONNECTOR (HEADER CAN BE �x4 SPF CONT. NOTES EITHER UPSET OR 16" O.C. W/ 3LOCKING ATTACH TO C STRUCTURAL DOWNSET) FOR BEAM SIZE STRUCTURAL FRAME OUT TO BLOCK SHEATHING ON BOTH EDGE AS REQ'D 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 !x W/ (2) 16d TOE NAILS :ACH END 2x BUCK DETAIL 3) 16d COMMON JAILS (TYP.) (2) 2x TOP PLATE MIN. 2x4 SPF #2 KNEE i MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ �x4 SPF CONT. 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 3LOCKING ATTACH TO C STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SHEATHING ON BOTH '/16" OSB W/ (T) SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O C NAILING SCHEDULE I NAILING SCHEDULE 70 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 'x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi4o_KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES 3/4"=1'-0" 12 SEE FPLAN PRE -CAST LINTEL PER W PLAN f- (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 3/16" " 2x8 3/16" x 3" 12" O.C. 2 FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, 1 -- STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 13- THIS Z THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x V BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" U) O.C. @ EACH SUCCESSIVE BUCK W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME 0 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS LIJ IIS `,� 11 111,I� W co 1/2"=1'-0" ` �[a�� a r so. I LLr 00 SHEATHING PER PLAN STRUCTURAL g f'+�,w� J o SHEATHING 0 2 Z TYP. TRUSS TO FRAME Q CONNECTION PER TYP. TRUSS TO FRAME.'*~. C) STD. CONNECTOR CONNECTION PER q = q� . W Q NOTES STD. CONNECTOR •. Z FRAME OUT TO BLOCK NOTES "�',r� Gj EDGE AS REQ'D FRAME OUT TO BLOCK F `g m U_ P EDGE A �`� tttt1w� 0 c.� 1/2" x 8" ANCHOR BOLT I (2) 2x TOP PLATE OR TITEN HD @ 32 (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY O.C. & 6" FROM EACH FOR BEAM SIZE IF OPENING PROVIDED END I PER PLAN) MIN. 2x4 SPF #2 KNEE+j o 2x PT BOTTOM WALL w/ STUDS @ 16" _ PLATE O.C. w/ STRUCTURAL c _. SHEATHING FROM O PRECAST LINTEL OR TOP OF WALL TO O BOTTOM OF WALL ° KNOCK OUT COURSE ATTACHED PER NAILING SCHEDULE p" (`�# U OTHERWISE SP2 CLIPS " MASONRY WALL 0 AT TOP AND SP1 CLIPS I`— BUILDER FRAME JAL RADIUS AS REQ'D • AT BASE ARE REQ'D z O _ Q KNEEWALL AT UPSET BEAM fi1F0 KNEEWALL OVER MASONRY WALL A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" I. 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 3/4"=1'-0" C) �^ VJ J Z e� Q w C) Uj IT z� J j - PRE-ENG.TRUSS PER Q z a two PLAN, 24 O.C. MAX w ROOFING MATERIAL 1 1 O PER ARCHS LU SEE FRAMING PLAN J Z FOR CONNECTION �_ W 0 INFO SEE ELEVATION TOP OF MASONRY o LU W SEE ARCH PLANS FOR � OVERHANG INFO 01 RE. ELEV. FOR O.H. Q TYP. SINGLE TIE -BEAM Z W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL �vv„ GRoursoLlD o 1"=1'-0" 3/4"=1'-0" 3/4"=1 Q W -gym W � 11 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. 2 im J A� SPECS W/ 2" MIN. r CHIMNEY CAP LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE WINDOW PER > W aB ROOF SHEATHING FOR STRAP ' F TOP OF CHIMNEY MIN. & FRAME FLOOR PLAN Z Cl) O 2'-0" ABOVE A POINT O O WITHIN 10'-0" OF THE GALVANIZED FLASHING C0 CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF W ' V'l` �' PRECAST CONC. OR EXT. SHEATHING Y PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END �ti POWERS STEEL SILL � � 1 D �; � (1) SPH4 EVERY ATTACHED PER. TYP. @ ALL WINDOWS W O TO TOP CHORDS OF TRUSSES BELOW WHEN � '', I, � OTHER STUD TO NAILING SCHED. 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS '', DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET O = Z 2x4 VERTICAL @ 24" W/ GALVANIZED EXT FINISH PER PLAN E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING ~ NAILS TO BOTTOM I + + V }- Z O �.. CHORD & (3) 10d NAILS F 2x PLATES OVER ROOF DECK PER VALLEY LU H A K TO TOP CHORD; NOTE �, MAIN FLOOR 0 FRAMING DETAIL IF WALL HEIGHT IS °' � � � (4) 16d COMMONS , . ELEV 0'-0" DOUBLE TOP PLATE g BETWEEN 4FT & 8FT, + NAILED @ EACH END a < G� USE 2x6 SYP #2 STUDS ' CONC. SLAB - + SEE FOUNDATION •� • — — — VERT REINF. BEYOND I— I — — � � STRUCTURAL ENG CFG /BED � SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING — 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO I ( I I DRAFTING RAFTER 16d COMMONS END — °il } + + NAILED TO VERTICAL A 2x4 BLOCKING W/ (2) + �= - MASONRY WALL PER-STRUCT: AR COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E 16d COMMONS ENID 2x4's �- PLAN — -._ < J > STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL QC CHECK: CC h 2x4's + + SEE FOUNDATION 0v�l U��G JOB No. TM - 2152302 FINISH PER ARCHSFIN DETAILS FOR FTG INFO CURVED ROOF TRUSSES PER PLAN OR CURVED G + + SCALE: AS INDICATED TRUSS PER PLAN �aP��.'�,s��� 'D' r � — ----- - - __ . <% DATE:-- 6/22/16 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 SO TYPICAL ONE STORY CMU WALL SECTION e 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3 '-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. # 1 6 - 1 S / _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. F01 DORMER FRAMING DETAIL SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" SIMPSON A23 @ EACH O.C. O.C. NOTE: ALL GABLE SHEATHING NOT REQ'DBRACING SHEATHING NOT REQ'D TO BE CONT. @ THE TO BE CONT. @ THE IS TO BE SYP#2 OR BETTER TRANSITION FROM TRANSITION FROM BLOCK ADJ. BAYS @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 3 1/4" HOLD 1/2" J -BOLTS w/ BEAM TO GABLE WALL TO GABLE TRUSS TRUSS PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" DOUBLE 2x TOP PLATE STUD TOP & BOTTOM CLG. NAILING SURFACE FASTEN SIDE WALL 2x4 SYP #2 BRACING @ ROOF SHEATHING BEAM PER PLAN SHEATHING PER PLAN. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w (5) 16d NAILS BRACE ATTACHMENT w/ (3) 10d TO BLOCKING TRUSS PER PLAN EXT. SHEATHING; TOENAILS EA. END co SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE PLAN FOR ,,, m LL lttr N DIAGONAL TO BEAM DIAGONAL TO TOP GABLE END TRUSS TO ~ PLATE "- PLT.@12" O.C. MAX. BEAM CONNECTION FRAME WALL CONNECTION GABLE END W/ 16d �I (2) 16d TOE NAILS CONTRACTOR TO FIELD VERIFY WHICH a m NAILS @ 6 O.C. @ 48" O.C. TO 3RD CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D W ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. \ END NAILS EA. END OL VARIES RAKED DOUBLE TOP — PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L REQ'D BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ ' PER HIB -91 & TRUSS 16" O.C. TYP. MANU.'S DRAWINGS; CEILING GYP. BD. IS 2x8 #2 SYP PT BASE —� NOT A DIAPHRAGM PLATE CMU WALL PER PLAN GEO GABLE END @ VAULTED CEILING Z V-9" MAX. WHERE O.H. IS > V-0", DROP SIMPSON A23 @ EACH A35 DIAGONAL TO 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR BRACE TO PLATE TRUSS BOT. CHORD BLOCK ADJ. BAYS @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 3 1/4" HOLD 1/2" J -BOLTS w/ (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" Gy Q�• CY = z STUD TOP & BOTTOM CLG. NAILING SURFACE ol EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ ROOF SHEATHING (TYP.) (END NAIL PLTS. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w PER PLAN MAX. ATTACHMENT w/ (3) 10d = TRUSS PER PLAN z TOENAILS EA. END co PROVIDE 16d NAILS SEE PLAN FOR ,,, m LL lttr N � GABLE END TRUSS TO ~ 2x TOP PLATE TO "- PLT.@12" O.C. MAX. U GABLE END W/ 16d �I (2) 16d TOE NAILS NAILS INTO TOP PLATE a m NAILS @ 6 O.C. @ 48" O.C. TO 3RD BRACE TO LEDGER FRAMING FOR FALSE L L W CMU WALL OR LINTEL �m:.. BEAM, IF REQ'D w/ (3) DOWN FOR BELOW " , HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS STRONGBACK, SEE OUTLOOKER TRUSS PER PLAN BRACE \ TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ H NAILS @EACH WEB #5 CONT. SINGLE BASE & TOP GABLE BRACING (+) PLATE w/ PLYWOOD FALSE BM PER PLAN (1) KING STUD w/ SIMPS. SEE CHART SHEATHING COVERING IF REQ'D PROVIDE 2x4 BRACE LSTA18 HEADER TO CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** IROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. \ END NAILS EA. END OL VARIES RAKED DOUBLE TOP — PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L REQ'D BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ ' PER HIB -91 & TRUSS 16" O.C. TYP. MANU.'S DRAWINGS; CEILING GYP. BD. IS 2x8 #2 SYP PT BASE —� NOT A DIAPHRAGM PLATE CMU WALL PER PLAN GEO GABLE END @ VAULTED CEILING Z V-9" MAX. WHERE O.H. IS > V-0", DROP H GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF STRONGBACK W/ (2) 2x4 BRACE SHEATHING TO Gy Q�• CY = z STUD TOP & BOTTOM O PROVIDE 2x BLOCKING EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. FOR NAILING "j J w p PER PLAN TO STUD) BLOCKS w/8d NAILS @6"O.C. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d SEE PLAN FOR ,,, m LL lttr N CONT. 2x4 W 2x4 #2 SYP P.T. \ INTO BLOCKING, (4) 8d OUTLOOKER 2x4 DIAGONAL BRACE BLOCKING @ 24" O.C. (2) 16d TOE NAILS NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) TRUSSES @ 48" O.C. TO 3RD BRACE TO LEDGER \ W @ EACH END BAY REQ'D w/ DOWN FOR \ STRONGBACK, SEE OUTLOOKER TRUSS PER PLAN \ \ CHART H NAILS @EACH WEB \ REQ'D. MIN (1) JACK&z GABLE BRACING (+) SHEATHING. (1) KING STUD w/ SIMPS. SEE CHART � PROVIDE 2x4 BRACE LSTA18 HEADER TO W o- FROM TOP OF WALL TO EA. ADJ. DIAG. W Uj w TO BOTTOM CONNECTION FASTEN TO DIAG. w/(2) 2x8 #2 SPF STUDS AT STRONGBACK IF REQ'D ,. 16d NAILS. 16" O.C. 1/2" x 8" J -BOLT @ 32" PER CHART DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. 4 INTO BLOCKING, (2) (5) 16d NAILS BRACE GABLE BRACING @ 48" END w/ NUT & WASHER F__1A 3/16" x 2 3/4" TAPCONS = TO BLOCKING O.C. NOT REG'D 6' LINTEL SEE PLAN °° A ° ANCHOR BOLT OR PROVIDE 2x4 BRACE FROM EAVES META16 TITEN HD @ 32" O.C. & GABLE END TO EA. ADJ. DIAG. 6" FROM EACH END FRAME DETAILMU WALL SPLICE DETAIL WALL SHEATHING FASTEN FASTEN TO DIAG.w/(2 VAULTED CONDITION @ CMU 45° PER PLAN. 16d NAILS. GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 T-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' 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. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. PROVIDE 2x BLOCKING ----'-`�` TO BLOCKINGIUl llf/�I/ Uj M FOR NAILING �, ••N..� ��Ld 2x4 BLOCKING (2) 12d ��ti (2)16d NAILS PLT. TO z NAILS, TOENAILED @ Gy Q�• CY = z STUD TOP & BOTTOM O PROVIDE 2x BLOCKING EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. FOR NAILING "j J w p PER PLAN TO STUD) I" CL TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d SEE PLAN FOR ,,, m LL lttr N END NAILS @ EA. W 2x4 #2 SYP P.T. 1111 INTO BLOCKING, (4) 8d OUTLOOKER V BLOCKING @ 24" O.C. (2) 16d TOE NAILS NAILS INTO TOP PLATE SIMPSON H2.5(TYP.) TRUSSES W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" W @ EACH END DOWN FOR 0 DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) 10d HEADER PER PLAN IF H NAILS @EACH WEB REQ'D. MIN (1) JACK&z SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN � ATTACH PER PLAN LSTA18 HEADER TO W o- FROM TOP OF WALL STUDS TYP. BASE W Uj w TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ,. 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. 4 INTO BLOCKING, (2) MASONRY WALL OR — 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR .. 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN °° IN CMU. OR SIMPSON ° ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME DETAILMU WALL SPLICE DETAIL WALL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) — 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — — CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO SIMPSON DTC, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS TO TOP PLATE I TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS ft IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING PLAN LINTEL PER PLAN OVER THE TOP OF THEBOTTOM CHORD. 2x WALL, SEE PLAN .. ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL W Q THING PER PLAN :E O.H. IS > V-0", ----'-`�` TO BLOCKINGIUl llf/�I/ Uj M END GABLE w/ �, ••N..� ��Ld ��ti JOKERS @ 24" z a a o Gy Q�• CY = z 0 RUN BACK TO O PROVIDE 2x BLOCKING w ca W VQ Q U U - W DMMON TRUSS FOR NAILING "j J w p HORIZONTAL (+/- 10°) BRACE NOT REQUIRED (3) 12d TOENAILS. I" CL 6' FROM EAVES.�... TRUSS PER PLAN ECT TO DROP SEE PLAN FOR ,,, m LL lttr N WITH H2.5 CLIP. W SUPPORT AND TIE 1111 '-0" O.H. V TRUSSES W 0 2x4 a 24" O.C. END THING FASTEN LAN W W E AS REQ'D �ON H10A DIAG. ■®= PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 I= BAYS SEE GABLE WALL PER PLAN __04 6 144 Cr CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE o CONNECTIONS MASONRY) pi, a ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � � o o C) az Q GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 0 (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. vi 0 V OUTLOOKER OR CONV. FRAME OR < W i HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER , 1� SEE HEADER CANTILEVER SCHEDULE & NOTES PLAN t 06 4C � 01 FOR ADDT'L INFO. o W z SIMPSON LSTA12 OR y Z SP4 CONNECTORS @ ¢ J J 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR z MORE. T. SHEATHING, a ATTACH PER NAILING C) 2x DOWNFRAME TO SCHED. W W � DOOR AS REQ'D (2) 16d NAILS TO EA. COMMON TRUSS Z ZO W SIMPSON META16 @ v� V 32" O.C. GABLE TRUSS o W 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOFTRUSS o = EA. SIDE OF HEADER WOOD WALL U) (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR Q WALL W/ UPLIFT MASONRY Z (GE�OGABLE END AT VALLEY FRAMING o 3/4"=1'-0" Q HEADER STUDS PER J r 11 HEADER SCHEDULE U.1 r U.N.O. ON PLANS .■. F- 0 _j cs LLI ATTACH JAMB STUDS PER WF08/SD4 W 0 1 2 c W W m Omz� Uj Z_ aa P.T BASE PLATE ('� I". � � ----'-`�` TO BLOCKINGIUl llf/�I/ Uj M �, ••N..� ��Ld ��ti • ., ao a a o Gy Q�• CY = z GABLE BRACING @48" PROVIDE 2x BLOCKING w ca W VQ Q U U - W O.C. MAX. 45° FROM FOR NAILING "j J w p HORIZONTAL (+/- 10°) BRACE NOT REQUIRED '► k * Z 6' FROM EAVES.�... TRUSS PER PLAN °'� "► „. } O SEE PLAN FOR ,,, m LL lttr N SUPPORT AND TIE 1111 DOWN OF JACK TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 I= BAYS SEE GABLE WALL PER PLAN __04 6 144 Cr CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE o CONNECTIONS MASONRY) pi, a ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � � o o C) az Q GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 0 (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. vi 0 V OUTLOOKER OR CONV. FRAME OR < W i HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER , 1� SEE HEADER CANTILEVER SCHEDULE & NOTES PLAN t 06 4C � 01 FOR ADDT'L INFO. o W z SIMPSON LSTA12 OR y Z SP4 CONNECTORS @ ¢ J J 24"o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR z MORE. T. SHEATHING, a ATTACH PER NAILING C) 2x DOWNFRAME TO SCHED. W W � DOOR AS REQ'D (2) 16d NAILS TO EA. COMMON TRUSS Z ZO W SIMPSON META16 @ v� V 32" O.C. GABLE TRUSS o W 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOFTRUSS o = EA. SIDE OF HEADER WOOD WALL U) (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR Q WALL W/ UPLIFT MASONRY Z (GE�OGABLE END AT VALLEY FRAMING o 3/4"=1'-0" Q HEADER STUDS PER J r 11 HEADER SCHEDULE U.1 r U.N.O. ON PLANS .■. F- 0 _j cs LLI ATTACH JAMB STUDS PER WF08/SD4 W 0 1 2 c W W m Omz� Uj Z_ aa P.T BASE PLATE ('� I". � � JOB No 2x PLATE WITH TM - 2152302 AS INDICATED SIMPSON MTS12 OR C`\'�,I�ly SCALE: - ' LSTA12 & (5) 8d NAILS Q DATE: 6/22/16 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-0" 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 SD3 STRUCTURAL ENG: CFG / BED � DRAFTING: ljlLC U/\ STRUCT. AR QC CHECK: CC JOB No 2x PLATE WITH TM - 2152302 AS INDICATED SIMPSON MTS12 OR C`\'�,I�ly SCALE: - ' LSTA12 & (5) 8d NAILS Q DATE: 6/22/16 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED 1/2"=11-0" 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 SD3 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 1— 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 TOP PLATE WIDTH BOTTOM PLATE w/ (4) 4 „ 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON PROVIDE 2x4 ON TOP )TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PER ���"�IL INSTAL S W/ SO 16 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE �I'�I`- d LAP SPLICE 48" MIN & SIC - FRAMING PLAN TOP PLATE ATTACH W/ NAILS TYP. TOP & BOT. ATTACH PER NAILING + (2) 10d NAILS O.C. + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) PATTERN ON THIS 10d x 3" COMMON z 10d x 3" + DETAIL w TOP SPLICE _T1_ — -71— FIII I I I I I W— (n IIII II II II I I II IIII U Q W � IIII II II II o = 0 I I II IIII i-JL_—IL. ILL 0U_ U)0 o rim p 2 1/2" z lo OO w "L - _ - - FLOOR SYSTEM 2;, CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM z W F1 EXTERIOR SHEATHING SCHEDULE p 1 1/2" w w 3/4"=1'-0" 2 1/4" C� z N Q_ z 10 Z S18.. Q 100-0 N — Q N W d O 2x4 BEYOND AGAINST I iv N 0- p cn F- 2x8 STUDS �!_ N N 10d x 3" COMMON lo a0 CL • ii � .. ATTACH 2x STUDS TO - , OVERLAP TOP PLATE 10d x 3„ COMMON OPP. O y N U U) TOP PLATE W/ (4) 16d AT CORNER SIDE O z z O z W NAILS ((2) ON EA. SIDE) U U o U 10d x 3 OPP. SIDE � TYP. AT ALL EXTERIOR O < a z Q z ( I I I I I ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U - TOP PLATE W/(4) 16d TO CORNER STUD aAo 40 X NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 10d NAILS TYP. AT ALL EXTERIORFRAMING PLAN 10d x 3” COMMON CONDITIONS OPP. SIDEDETAIL TOP SPLICE CL DISTANCE PER BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION (2) 2x4'8 (2) 2x6's (2) 2x8's W STUD INSIDE PLY NAILS NAILED AT 8 O/C DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's X PLATE fiF6 TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL- (3+) 2x COLUMN '„e orkw M 3/4"=1'-0" 1-1/2 -1 -0 V'�CL -4T t',,� �o LLj a` -o 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN BEYOND INSTALLED VERTICALLY. 0 NAIL AT BASE USING (2) ROWS OF 8d NAILS @ 3" O.C. = Q = Z �_ z ROOF SHEATHING,7 �, = Q J - IT I I-- v NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" I 'A' = NAIL SPACING FASTEN PER PLAN Uj Q w z J O.C. 20�F Scq O�iF SCq ROOF SHEATHING, A Z O_ II 6 I I II II =7II p Q k� '�� 6T ROOF SHEATHING, 2x R 6T FASTEN PER PLAN "r II w w a NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2„ A F,�,cTATR� FASTEN PER PLAN <F�cT10 II I I _ II _ II — -- 8_ r 0 = @ 3„ O.C. v2 yon ss yo �'ss �� e, .Q ` � III 11- - �I-11 F - - 2 w ( NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. -o o O,S, py III III II II I WALL SHEATHING 0 = U.N.O. ON PLANS ° 2x4 FRAMING @ 24" SPLICE, SEE SPLICE A O.C. MAX. " III III II II I DETAIL. MAX 1/8" Q STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d 1/2" 2x4 FRAMING @ 24" 2x4 #2 SYP CONT. w/ (2) III OPENING III II II II SPACE BETWEEN w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS 4 w NAILS AT JOINT III III II PANELS z >_ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS O III 3 I I I I I I I (n U HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & EXTERIOR SHEATHING NAILS AT JOINT PER -ENG TRUSSES MEMBER, TYP. (MAX: J BOTTOM 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, "m''iTM AROUND 2x STUDS BEYOND, 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, 4 @ 4" O.C. USE (2) 1/4 TAPCONS w III TYP. III II II II p O STUD PER PLAN t III OPENING III I I I I I I SEE PLAN FOR MORE of "- VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2' EMBED. @� ryo III III I I I I I I w PER -ENG TRUSSES „ Q 2x FASCIA 24 O.C. INFO ►- z � O SHEATHING & PER PLAN 2x FASCIA PER PLAN r IIIT _T1_ — -71— FIII I I I I I W— (n IIII II II II I I II IIII U Q W � IIII II II II o = 0 I I II IIII i-JL_—IL. ILL 0U_ U)0 o rim - Ng OO "L - _ - - FLOOR SYSTEM CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE 3/4"=1'-0" BLOCKING GYPSUM WALLBOARD o z .. CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS U C0 JOINT, MAX. 1/8 GAP TO LEDGER LEDGER TRUSS PER PLAN o o 2x4 PT LEDGER W/ PER PLAN 1/4" PT EDGER S 12" 2x4 LEDGER W/ (2) 16d J NAILING PER @ 2x FRAME WALL PER NAILS @ 16" O.C. y SCHEDULE O.C. PLAN P' U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.H. SIZE WOOD/MASONRY +v WALL OR TRUSS, SEE 0 0. NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL PLAN (TRUSS SHOWN) ... Q NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF fiFi TYPICAL SCAB OVERHANG CDO2 LEDGERLOW ROOF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE @ REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'4" 1-1/2"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING,I - / Z 2x4 #2 SPF PLAN NAIL PER PLAN BLOCKING @ 24 O.C. � J V (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR �� DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS W � SBr' SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END EACH STUD 12d NAILS EACH END "" °6Z ji 1" 1 @EC SU @ — — 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL c Z <� 1z PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF cr, 0 ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. a J FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS 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 < z Z NAIL PER PLAN TALLER STUD W 1/4" x 4" TAPCONS TRUSS MEMBER Z SEE PLAN FOR @ 2x4 #2 SYP P.T. @ EA. MORE INFO & +; ROOF SHEATHING n/ Q CONNECTION LL 16 O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ CONNECTION + + STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x + + W ' 1- 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL W PLAN FOR STUD SIZE & �' J z SPACING. MIN (2) 2x TRANSOM BETWEEN TRANSOM BETWEEN TRUSS FOR MORE INFO 2x8 #2 SPF VERTICAL � 0 SEE FLOOR PLAN FOR i i LINTELS LINTELS _ MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. W 2 UNDER GIRDER TRUSS LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL PER PLAN I•- U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. @ SHEE w/ EXT. SHEATHING PER W TAPCONS @ 12" O.C. TAPCONS @ 12 W O.C.ATHING PER NAILING SCHEDULE & 2x BLOCKING w/ (2) 1/4" x 3 1/2" ., : w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & �� (4) 12d NAILS EACH o O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP z = (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY SIMPSON LSTA24 EACH TRUSS MEMBER AND BOTTOM CHORDS STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) 2x6 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 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.11 IN 11 POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY Q U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER 0 Li F1 SECTION @DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER 11-- 3/4"=11-0" 3/4"=1'-0" 1/2"=1'-0 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" Q W CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO _j r 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 H STRAP IS NOT REQUIRED. 16" O.C. MAX.; O y TO GABLE END STUDS wi C0 2 '/" SIMPS. .. EXTERIOR WALL/TRUSS O 1/4" X 3SDS V"J EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. Y 1 MAX.; UJI 0 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT F- Q NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) W W NAILS PER PLY 1/4" x 2 3/4" TAPCONS ATjM EXT. BEAM PER PLAN 12 12" O.C. 0 = Z � VLU .�� HTS20 CLIP FROM SEE PLAN J V W Z POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN Q Q = PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER..p H PT POST POST PER PLAN TO STUDS OR BEAM w/ CONV. FRAMED (4) 10d NAILS FOR (2) 1/4" X 4'/"SIMPS. —7 ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; ; 5/8" THREADED ROD w/ TO GABLE END STUDS STRUCTURAL ENG: CFG / BED Eo;_ w/ 2 1/4" X 3'/" SIMPS. ,_ „ I ca - - ---- ---- _ DRAFTING: NUT SET IN ADHESIVE O 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER A O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x41 PT QC CHECK STRUCT: AR 2x4 SYP #2 OR __- �.���_(�IN�; CC 4' TAPCONS /4 �. [lam ... ii . i PRE-ENGINEERED TM - 2152302 - -.- JOB No. U i PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 112' � �4�t=�'�) �'��� -- - --- �..9- .INFO O.C. C3/ @' ROOF TRUSSES @ 24" � � � SCALE: AS INDICATED SIDE VIEW BASE OF POST O.C. MAX. DESIGNED FOR, DATE: 6/22/16 SIMPSON H 3 CLIP , <�F. � ----------- - -- SHINGLE ONLY CDO CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL 1/2"= 1 1-01, SD4 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. COPYRIGHT MCD 2014: The information contained In this document Is copyrightedp p y 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 o 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 LINTEL AS PER PLAN a. LINTEL AS PER PLAN WD. HD. HT. ' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND �a MASONRY WALL PER PLAN +tf.. FIN. FLR. 0'-0" — 00 GRADE . ..� ✓ \ DBL. TOP PLATE HDR. PER PLAN �— 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE FRAME CONNECTION. INT. FINISH PER PLAN Z -- 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE 2-1/4" TITEN SCREWS FLOOR TRUSSES SEE PLAN FOR DEPTH AND ATTACHED PER DIRECTION i NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS CONNECTIONS REQ'D # OF STUDS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ T 2 BOTTOM PLATE HEADER HEADER TYPICAL TRUSS TO STRAP W/ (10) 10d O 2x BOTTOM PLATE x FRAME CONNECTION. STUDS & (8) 1/4" X Z 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1 O SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON (2) 2x SPF TOP PLATE e STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° U.N.O. ON PLAN MSTCM60 STRAP W/ HEADER - SEE 2ND ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 1 O REFER TO PLAN FOR (20) 16d SINKERS & (14 " FLOOR PLAN FOR MIN. W W NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS HEADER SIZE & REQ'D OVER TOP PLATE MIN. @ U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D SYSTEM INSTALL INTO FILLED CELL USE " (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS KNEEWALL & PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 1 O TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EXTERIOR SHEATHING UNDER COLUMN U.N.O. \ FLOOR TRUSS PER PLAN STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET FROM TOP OF WALL TO BOT. R'BBON, NAIL ABOVE PROVIDE SOLID U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN 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 BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 Od TOENAILS. EXT. NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/(2) 1 O SILL PLATE w/(2) 1 O BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING OR SIM IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 1 O TOENAILS STUD PACK w/ 1 O BEARING WALL PER A A FLOOR W/ (14) 1 Od THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 1 Od MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G 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/ 2 -STORY WALL FLOOR w/ (14) 10d NAILS ' CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 SINKERS & (14) 1/4" X 2 1/4" TITENS INSTEAD . THAN 4' BUT LESS THAN 6' STRAPS CENTERED (IF TITENS ARE NOT IN SECTION FOR MORE (2) SIMPSON META16 @ FLOOR W/ (14) 1 Od LINTEL COURSE OR SIMPSON LSTA30 w/ — INFO. FLOOR TRUSS TO NAILS INTO FILLED CELL USE 2x TOP & BOT. 10d TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS ) RIBBONS, CONT. ABOVE PLATE U.N.O. AB FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ OR SIM IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ PLAN SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fis�o2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS , SEE 2x STUDS SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24 O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ (2) 12d @ 12 O.C. (2) 12d @ 12 SHEATHING/ DRYWALL O.C. (2 BOTTOM PLATE W/ AGAINST TRUSS VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD FRAME 2x4 KNEE 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRIG DIRECTLY ON BRIG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS $d NAILS @ FOR HANGER 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 d CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON MASONRY WALL PER .' r, 3" O.C. WALL MASONRY WALL PER r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER F SIMPSON SP4 w/ (6) 10d �'<<s x1-1/2" @ 24" O.C. (USE Z yFFp SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN () HEADER - SEE 2ND FLOOR PLAN FOR MIN. W W HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) L SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" I % 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER I PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF ( OR SIM SCHEDULE OR SIM IS PROVIDED IS PROVIDED KNEEWALL OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 69ACANTILEVERED 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. 7 PRO— END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" 1\ / 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE ARCH DWGS FOR neLU. TOPPING INFO W I 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. .d LOADING) W/ LUS26 OR ,I. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE •. SIM. END CONDITION WATERPROOFING. NO �'�..H CONCRTE SLAB LINTEL PER PLAN PERMITTED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" F01 TYPICAL BALCONY FRAMING NOT USED 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. �. %%1111*tjj'r"1, w M �/y'`♦CL .000aft 0% %1.,.ie J 00 o y < J 0 ¢+ W Q Z 0 ♦� P ,` m U_ i O •. k- '� c7 r" a c0 a� z W S�� I— 06 W cD ` j1d Z J Z a v 1� 0 0 a�� Lu F- z�� F— U) 0 I— CV W Z a Z O c W 11 J T W � H O � N d. W Q 1 W 0 = Z Z.� -W� QaZ Q N F— CL STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AR QC CHECK: CC JOB No. TM - 2152302 SCALE: AS INDICATED DATE: 6/22/16 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/ SP1 @ 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"; (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE 2 2x6 w/ HUC26-2. SEE ARCHS FOR O LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY SHOWN ( META16 @ 24" O.C. OR (SHOWN) MASONRY WALL P OR WOOD WALL PER OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS 69WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"= 1 1-011 OTHERS 1/2"=11-0" EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN � � NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" I FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. WE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ( TRUSS RUSS SHOP Z PLAN(DRAWINGS l_ 2x8 SYP #2 LEDGER 1 -1/2"=l' -O" MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) LEDGER @ OPEN TO BELOW TOENAILS EACH END CONNECTED w/ MTS12 EXTERIOR SHEATHING --� TO TRUSS BELOW) 3/4" TAPCONS PEF J 2x BASE PLATE W/ (2) OR LSTA18 PLATE ATTACH PER 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN ATTACH PER NAILING 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d I ATTACH PER NAILING ATTACHED PER NAILING SCHEDULE MASONRY WALL A PLATE w/ 1/2" EPDXY 3/4" FLOOR SHEATHING TOENAILS EACH END GIRDER SEE PLAN FOR FLOOR TRUSS PER /'­�PLAN FRAME WALL EMBED. @ 32" O.C. & 3" ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP ANCHOR BOLT OR I" J -BOLT W/ MIN. 7" (2) 2x4 #2 SYP BLOCKING w/ SIMPSON BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE 2 2x6 w/ HUC26-2. SEE ARCHS FOR O LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND TRUSS PLAN FOR PLAN CONNECTIONS (IF INTERIOR FINISH CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY SHOWN ( META16 @ 24" O.C. OR (SHOWN) MASONRY WALL P OR WOOD WALL PER OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS 69WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"= 1 1-011 OTHERS 1/2"=11-0" EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN � � NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILI� TRUSS SCHEDULE IPRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" SDS WOOD SCREWS @ 16" O.C. MAX. & 3" I FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. WE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ( TRUSS RUSS SHOP Z PLAN(DRAWINGS l_ 2x8 SYP #2 LEDGER 1 -1/2"=l' -O" MIN. (4) 16d NAILS T EACH STUD (AT EACH IDE OF OPT. TRUSS RECESS LEDGER S6d NAILS) G.T. USE (4) LEDGER @ OPEN TO BELOW PRE-ENGINEERED TRUSS PER PLAN I2x6 #2 SYP CONT. — LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO " SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP FROM EA. END - USE (3) I (DRAWINGS SCREWS FOR 24" O.C. I 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX..SE O)16d NIS) D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS EXTERIOR SHEATHING --� PER ELEV. FROM TOP OF WALL J TO BOTTOM OF SILL BLOCKS W/ 8d NAILS @ PLATE ATTACH PER SHEATHING PER PLAN NAILING SCHEDULE ATTACH PER NAILING ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN I2x6 #2 SYP CONT. — LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO " SDS WOOD SCREWS @ LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS TRUSS SHOP FROM EA. END - USE (3) I (DRAWINGS SCREWS FOR 24" O.C. I 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX..SE O)16d NIS) D04 LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING PER ELEV. PLAN FOR MORE INFO. J 2x4 BLOCKING BLOCKS W/ 8d NAILS @ BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE FROM TOP OF WALL TO 2x8 #2 SYP P.T. SILL �_ PLATE w/ 1/2" EPDXY ANCHOR BOLT OR GIRDER SEE PLAN FOR J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL — EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR I" J -BOLT W/ MIN. 7" SHEATHING ISN'T CONT. EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM - \ EXT. FINISH PER ARCHS fiF1' 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 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 & 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 N AI EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO I I PER ELEV. 01 J BLOCKS W/ 8d NAILS @ 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING 6" O.C. FROM TOP OF WALL TO �_ BOTTOM OF TRUSS/ z GIRDER SEE PLAN FOR (2) 2x HEADER TO BLOCKING WINDOW ATTACHMENT 0 INFO. IF WALL I" N SHEATHING ISN'T CONT. 1 LSTA18 STRAPS ARE SEE FLOOR PLAN REQ'D FROM STUDS TO 1 TO EACH ADJACENT GIRDER BELOW SEE LD02/SD4 FOR DIAGONAL, FASTEN 1 MORE INFO IF FOR MORE INFO NAILS INTO HEADER TRUSSES ARE 1 W = PARALLEL TO WALL 16d NAILS ROOF SHEATHING W 1 ATTACHED PER IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 NAILING SCHEDULE W 1 TRUSSES PER PLAN 1 O.S.B. TO OVERLAP 1 BOTTOM PLATE 1 1/4" WALL BRACING @ 48" 1 REVIEW THREADED IROD SPACING �— (MIN.) O.C. MAX. 45° FROM 2x LEDGER TO UPPER HORIZONTAL (+/- 10') FLOOR WALL W/ BRACE NOT REQUIRED BOTTOM FLOOR SYSTEM W WN CONNECTIO DET L V SEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=11-0" F1 BRACING @ 2 STORY FRAME WALL LU co Ld 0D k,. r." 1 0 • �' :+ = Z S • c �". aq `� U C+ (2) 2x SPF TOP u; " CO J SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO I I W Q - J BLOCKS W/ 8d NAILS @ Z 6" O.C. �_ (5) 16d NAILS BRACE z (2) 2x HEADER TO BLOCKING O 0 I" N 1 PROVIDE 2x4 BRACE SEE FLOOR PLAN 1 1 TO EACH ADJACENT 1 DIAGONAL, FASTEN 1 ( j FOR MORE INFO NAILS INTO HEADER TO DIAGONAL W/ (2) 1 W = 1 16d NAILS W 1 O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 1 W 1 TRUSSES PER PLAN 1 O.S.B. TO OVERLAP 1 BOTTOM PLATE 1 1/4" WALL BRACING @ 48" 1 REVIEW THREADED IROD SPACING �— (MIN.) O.C. MAX. 45° FROM 2x LEDGER TO UPPER HORIZONTAL (+/- 10') FLOOR WALL W/ BRACE NOT REQUIRED BOTTOM FLOOR SYSTEM W WN 1/4" X 3-1/2" SIMPSON Qr%Q Q DPIA/ /^I 1R" n r' 6' FROM EAVES. Ldp LU co Ld 0D k,. r." 1 0 • �' :+ = Z S • c �". aq `� U C+ (2) 2x SPF TOP u; " CO J -1870 16 U (6 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. 01 1 1 SEE FOUND. PLAN FOR FTG. REQ. I I PLATES U.N.O. a J Z �_ (n 0 (2) 2x HEADER THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER I" N 1 SEE FLOOR PLAN 1 1 o 1 1 FOR MORE INFO NAILS INTO HEADER 1 1 W = 1 OSEE 1 O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 1 1 W 1 1 1 1 BETWEEN FLOORS 1 REVIEW THREADED IROD SPACING NAILING SCHED., CONT. TO OF BOTTOM FLOOR SYSTEM 1 IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 1 2x STUDS SEE PLANSTUDS ; OE UNDER 2ND STORY (COLUMNS, PROVIDE z E ARE SOLID BLCOKING WITHIN FLOOR SYSTEM 1 1 1 TO ALIGN W/STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 v W 11 1 1 1 � 1 J � � B 1 1 1 W 1 1 1 1 1 1 1 1 1 cb Cl) d' ... IW 1 1 2x SPF BASE 1 PLATE S 1 1 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 W KNEEWALL OR BEAM roo JM (2) 2x SPF TOP �U OJ V � 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B �2F- ALIGN W/ STUDS BELOW I I 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 STRUCTURAL ENG: 1 1 q 1 -1870 16 U (6 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. 01 1 1 SEE FOUND. PLAN FOR FTG. REQ. I I I a J Z �_ (n 0 O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER I" N MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d o LU NAILS INTO HEADER IF PORTIONS OF THIS WALL c W = OSEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 9 W BETWEEN FLOORS REVIEW THREADED IROD SPACING NAILING SCHED., CONT. TO OF BOTTOM FLOOR SYSTEM IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY Q OE UNDER 2ND STORY (COLUMNS, PROVIDE z SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. v W 11 � J � � W zao 0 -J cb Cl) d' ... IW S F 0 W roo JM �U OJ V � %I Z as= 0 �2F- STRUCTURAL ENG: CFG /BED DRAFTING: A -STRUCT: AR Dfiv QC CHECK: -------- --------- CC - N JOB No. TM - 2152302 SCALE: AS INDICATED . _..___.._ DATE: 6/22/16 -1870 16 U (6 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. 01 1 MIN. (3) 2x SYP #2 -' STUDS REQ'D @ END TO. BEAM TO BEAR DIRECTLY TO EACH 1/4" x 3 1/2" A35 OR LUS26 HANGER TSTUD. ((2) AT LANDING STANDARD (3) 2X12 OF LANDING W/ MIN. (6) OF LANDING 0 @ 16"O.C. W/ SIMPSON STRINGERS W/ 16d NAILS FROM 180 DEGREE TURN LANDING RS STRINGO BE 2x6 SIMPSON A34 CLIP TO 6" MIN. LEDGER TO STUD 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS FLOOR SYSTEM PACK 2x8 8'-0" @ 3" O.C. TOP AND A35 @ EA. STRINGER Z A35 OR LUS26 HANGER (1) 2x12 (1) 2x8 2x6 4'-0" BOTTOM CHORD TO LANDING 2x8 LINE UP 2xJOIST IN 10'-0" (2) 2x12 -JOIST PER g_p° (1) 2x12 (1) 2x8 2x6 4'-0" ON EACH SIDE 2x12 LINE WITH MIDDLE (2) 2x12 2x8 STANDARD (3) 2 12 9'-0" (1) 2x12 (1) 2x8 W/ SQUASH 5'-0" SEE AR S. FOR MAX. (3) 2x12 2x12 STRINGER TO BE STRINGERS W/ (2) 2x12 BLOCK OR 7'-0" rcOi RISE STEPS AND 2x6 BEAM/FLOOR UTILIZED AS BLOCKING �' MI . TREAD DEPTH SIMPSON A35 / A34 9'-0" (2) 2x12 TRUSS PER PLAN 7'-0" 7,_0" (1) 2x12 (1) 2x8 2x6 z o 6'-0" CLIP TO FLOOR 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PENDING LANDING 5'-0"OR LESS (2) 2x12 2x8 r (1) 2x12 (1) 2x8 SYSTEM &LANDING op 2x12 STRINGERS ONE LAYOUT. HEADER WITHIN 2xJOISTS @ LANDING FRAMING SCHEDULE @ LANDIN @ 16"O.C. W/ SIMPSON (3) 1 NAILS ((16" O.C. MAX. BEAM TO. BEAM TO BEAR DIRECTLY TO EACH 1/4" x 3 1/2" A35 OR LUS26 HANGER TSTUD. ((2) AT LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR OF LANDING 0 @ 16"O.C. W/ SIMPSON z A -A PLAN VIEW 180 DEGREE TURN LANDING RS STRINGO BE 2x6 6'-0" NOTCHED AT LANDING NOTCHED 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 8'-0" @ 3" O.C. TOP AND A35 @ EA. STRINGER Z A35 OR LUS26 HANGER (1) 2x12 (1) 2x8 2x6 4'-0" BOTTOM CHORD TO LANDING 2x8 8'-0" 10'-0" (2) 2x12 -JOIST PER g_p° (1) 2x12 (1) 2x8 2x6 4'-0" ON EACH SIDE 2x12 9'-0" (2) 2x12 2x8 ol 9'-0" (1) 2x12 (1) 2x8 W/ SQUASH 5'-0" SEE AR S. FOR MAX. (3) 2x12 2x8 9'-0" (2) 2x12 BLOCK OR 7'-0" rcOi RISE STEPS AND 2x6 BEAM/FLOOR 10" MIN. �' MI . TREAD DEPTH 2x12 9'-0" (2) 2x12 TRUSS PER PLAN 7'-0" 7,_0" (1) 2x12 (1) 2x8 2x6 5'-0" PLATFORM LAYOUT AND WILL AID LOCKING 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PENDING LANDING 5'-0"OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 op 2x12 STRINGERS ONE LAYOUT. HEADER WITHIN ON EACH SIDE AND SUPPORT WALL COULD ONE @ MID -SPAN BE REQUIRED. SEE PLAN FOR REQUIRED HEADER 0 D SUPPORT O A34 @ EA. STRINGER INFORMATION. TO LANDING A A 2x ATTACHED TO STAIR WINDER DETAIL 4'-0" MAX (2) 2x BEAM PER SCHEDULE 2xJOIST (P.T. IF ATTACHING TO WIDTH OF LANDING REQ'D @ END OF LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. ATTACHING TO CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END 2x12 STRINGERS ONE TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) LEDGER w/ (3) 16d ON EACH SIDE AND A -A PLAN VIEW a@ 90 DEGREE TURN LANDING NAILS @ 16" O.C. MAX. SEE SCHEDULE FOR MAX WIDTH OF LANDING TO BEAR DIRECTLY ON MIN. (3) 2x SYP #2 TO EACH STUD. ((2) 1/4" 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING STUDS REQ'D @ END BUILT UP COLUMN IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) A35 CONNECTION MASONRY WALL) ATTACHED PER 16d NAILS FROM O.C. MAX. FOR MASONRY WALL) GENERAL FLOOR LEDGER TO STUD3/4" .MIN. (3) 2x4 SPF #2 PLYWOOD OR OSB 16" O.C. CONSTRUCTION NOTES PACK SEE PLAN FOR DEPTH SHEATHING OVER MAX OF LANDING WOOD OR MASONRY LANDING ATTACHED BASE PLATE BEAM @END OF ATTACHED PER PLAN PER GENERAL FLOOR MORE INFO LANDING PER CONSTRUCTION SCHEDULE NOTES MID SPAN BLOCKING STANDARD (3)2X12 TO MATCH JOIST SYP #2 STRINGERS W/ DEPTH W/ (3) 10d SIMPSON A34 / A35 TOENAILS EACH END SIMPSON A35 CLIP TO FLOOR CONNECTIONS SYSTEM & LANDING FRAMING z MASONRY WALL OR M z FRAME WALL BEYOND �g J U_ m0 w B -B CROSS SECTION OF BEAM TO LEDGER SEE PLAN FOR MASONRY WALL OR WOOD WALL B B 2 2x BEAM PER SCHEDULE 2xSTS PER I 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING JO G MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT SCHEDULE @ LANDIN @ 16"O.C. W/ SIMPSON (3) 1 NAILS ((16" O.C. MAX. BEAM TO. BEAM TO BEAR DIRECTLY TO EACH 1/4" x 3 1/2" A35 OR LUS26 HANGER TSTUD. ((2) AT LANDING ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAAX.X. FOR OF LANDING MASONRY WALL) 2x8 A -A PLAN VIEW 180 DEGREE TURN LANDING RS STRINGO BE 2x6 6'-0" NOTCHED AT LANDING NOTCHED 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 8'-0" @ 3" O.C. TOP AND A35 @ EA. STRINGER 2x6 6-41 (1) 2x12 (1) 2x8 2x6 4'-0" BOTTOM CHORD TO LANDING 2x8 8'-0" 10'-0" (2) 2x12 -JOIST PER g_p° (1) 2x12 (1) 2x8 2x6 4'-0" FRAMING PLAN 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 W/ SQUASH 5'-0" SEE AR S. FOR MAX. (3) 2x12 2x8 9'-0" (2) 2x12 BLOCK OR 7'-0" 8'-0" RISE STEPS AND 2x6 BEAM/FLOOR �' MI . TREAD DEPTH 2x12 9'-0" (2) 2x12 TRUSS PER PLAN 7'-0" 7,_0" (1) 2x12 (1) 2x8 2x6 5'-0" PLATFORM LAYOUT AND WILL AID LOCKING 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" PENDING LANDING 5'-0"OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 HEIGHT AND PLAN 2x12 STRINGERS ONE LAYOUT. HEADER WITHIN ON EACH SIDE AND SUPPORT WALL COULD ONE @ MID -SPAN BE REQUIRED. SEE PLAN FOR REQUIRED HEADER D SUPPORT O A34 @ EA. STRINGER INFORMATION. TO LANDING A A 2x ATTACHED TO STRINGER 2x JOIST (P.T. IF (2) 2X BEAM PER ATTACHING TO SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) .MIN. (3) 2x4 SPF #2 COLUMN WOOD OR MASONRY BASE PLATE WALL SEE PLAN FOR ATTACHED PER PLAN MORE INFO BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (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 6-41 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 g_p° (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" INSTALLED AND (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" ALLOW FOR PANEL 3 (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7,_0" (1) 2x12 (1) 2x8 2x6 5'-0" PLATFORM LAYOUT AND WILL AID LOCKING 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" W 5'-0"OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 2x JOIST PER NOTE: 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" X 3" EVENLY SPACED TAPCONNS @ MIN. END DISTANCE OF 1-1/2" HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT STO 1 GENERAL LANDING UI PER FLOOR PLAN 3. (1) 2X12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FR Q M I N� INFO SCALE: 3/4" = V-0" 4. BEAM TO BEAR ON SUPPORT COLUMN Wl (3) 16d TOENAILS (BLOCK SOLID /� 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, dup MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS PARTY WALL OR — ELEVATOR WALL SEE PLAN MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. w FLOOR SYS M — MID SPAN BLOCKING W/ (2) 12d TOENAILS. 2X6 #2 SPF CONT: LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 2X6 #2 SPF RIM BOARD - - --- - -- - - RIMBOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO STUDS OR FLOORJOISTS >;2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH °o 12" O.C. W/ (3) 16d END END UNDER a NAILS FROM RIM JOIST PLATFORM a TO JOISTS W/ 2X6 MID SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. ��/� �lj MAX 6.0, i • �* • It ' 0-' SEE PLAN FOR �°� • ~ ��•. �,�''•,, L ao ADDITIONAL BEARING �°". �, IL Y o WALL INFORMATION MAX V -o.. 4J a' W o = Z rST04 ELEVATOR TEMP. FLOOR * _ - Q 0 SCALE: 3/4" =1'-0" MIN 7/16" FLOOR PLATFORM DETAIL Q <r` W SHEATHING%, .�0 �� : ;`� _-D} 0 O 2x4 CONT. TOP PLATE m U_ 3y2"ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ � 7STUDS W/ (2) 16d TOE 1.. A SEE ARCH PLAN NAILS 32 2x4 CONT. TOP PLATE 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE cy 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d x x 24" O.C. W/ (2) 12d TOE NAILS (10) O 2x6 VERTICAL @ 6'-0" NOTCH SILL PLATE TOENAILS BOTTOM pq O.C. MIN. AND @ ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) NOTCH SILL AND 2x4 #2 SPF STUDS @ 0 I M OPENING. W/IN 10d NAILS 4" O.C. HANDRAIL KNEEWALL @ 24 O.C. EVERY OTHER N (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL STUD TO BE �y o 2x L -BRACE W/ 12d ) TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST , NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISEIZ o ACCOMMODATE 2x ATTACH W/ (2) 12d x O ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) a A— 2x6 VERTICAL AND TO I -JOIST W/ (3) Ya' x 3" *' L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) Q -C SECTION X -X @ ANY OPENING EQUALLY 16d TOE NAIL EA." 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d °a ATTACH TOP PLATE TO 3" 5 » I -JOIST TO OUTSIDE + , + NAILS 4" O.C. TO STUDS 2/ (2) 16d TOE '4�$ FACE OF JOIST +8 + @ o O FLOOR SHEATHING NAILS + + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST _ 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SDS TOENAILS BOTTOM 3' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '�`�` SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN 1 -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) (D U O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ fn,; J n 8 d TOENAILS BOTTOM 10d NAILS @ 4" O.C. 3 O.C. NOTE: W i5i (NOTCHED @ 2x6 STIFFNER TO BE O to (2) SIMPSON LSTA24 VERTICAL LOCATIONS). a 06 x .. STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF Q PLYWOOD FLOORING BOTTOM CHORDpi, N Z U' — STUD) EVERY 48 O.C. o N TO ALLOW VERTICAL cn � P:� � FLOOR BEAM CONDITION TO SLIDE DOWN TO c J 1n Z FLOOR BEAM SEE FACE OF I -JOIST a Q g PLAN 2x6 VERTICAL AND o in ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & per, W 0 Qi � O E @ANY OPENING TO I -JOIST W/ (3))/4" x 3" W Q U < a SDS WOOD SCREWSQ N i - EQUALLY 2j" I -JOIST SEE PLAN a W Z Z N SPACED/CENTERED IN�L1^^J 0 I-JST02 SECTION HANDRAIL W/ FAOCIE ST OFOJOISTSIDE SINGLE I JOIST PARALLEL TO FLOOR ~ V N.T.S. FLOOR BEAM C O N N. SCALE: 3/4" =1'-0" a w 2x4 CONT. TOP PLATE SEE ARCH PLAN I I------ 2x4 CONT. TOP PLATE (ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH STUDS W/TOP PLATE 6d TOE 3 1 /2 TO STUDS W/ (2) 16d TOE NAILS X X NAILS a 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS @ Z 10d NAILS @ 4" O.C.7 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE O VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS Q NOTCH SILL AND NAILS BELOW (OTHERWISE CJP , ' SEE ARCH PLAN ATTACH W/ (2) 12d '� W PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) J er- TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X 2x4 SILL PLATE W/ (2) `W ~ 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR Z to L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d @ ANY OPENING TRUSS W/ 3 Y4" x 3" SDS WOOD ACCOMMODATE 2x NAILS @ 4" O.C. TO o . lW O 2x4 SILL PLATE W/ (2) � � SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING W �e a SPACED/CENTERED IN TRUSS =-= UJ 0 .PLYWOOD FLOORING (NOTCHED @ 2x6 � DOUBLE TRUSS PARALLEL TO FLOOR To OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS tv W IM FACE OF TRUSS SCREWS EQUALLY = Z 2x4 #2 SPF STUDSII A SPACED & CENTERED i•-- 2x6 VERTICAL AND 2x6 VERTICAL @ 6'-0" @ 24" O.C. ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C.& - IN TRUSS � Q a = TO TRUSS W/ (3))/4" X 3" 8 WIDE WEB O.C. MIN. AND @ ANY SDS WOOD SCREWS @ANY OPENING OPENING W/IN EQUALLY STIFFENER @ 48" O.C. � HANDRAIL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF Od)NAILS @ a KNEEWALL FOR VERTICAL TRUSS TO OUTSIDE FACE OF TRUSS 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF 2x L -BRACE W/ 12d DRAFTING: SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD A NAILS @ 4" O.C. N.T.S. STRUCT: AR -S - cc ST03 SECTION @ HANDRAIL W/ QC CHECK: JOB No. TM 2152302 FLOOR TRUSSES -- SCALE: 3/4" =1'-0" �� [�7�/t,� ��� - - SCALE: AS INDICATED SECTION X -X - 3 µ DATE: 6/22/16 G 1 -1a70 ST1 lication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. W F- Q I) CONTRACTOR TO CONSTRUCT PANELS TO SLIDE INTO THE ELEVATOR SHAFT THRU DOOR OPENING, 1 3 2 WIDTHS MAY VARY. PANELS 1 AND 2 TO BE INSTALLED AND z SHIFTED OUT TO 0 ALLOW FOR PANEL 3 (WHICH IS LONGER) TO a BE INSTALLED LAST PLATFORM LAYOUT AND WILL AID LOCKING C.) EVERYTHING U) TOGETHER. W w FLOOR SYS M — MID SPAN BLOCKING W/ (2) 12d TOENAILS. 2X6 #2 SPF CONT: LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 2X6 #2 SPF RIM BOARD - - --- - -- - - RIMBOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO STUDS OR FLOORJOISTS >;2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH °o 12" O.C. W/ (3) 16d END END UNDER a NAILS FROM RIM JOIST PLATFORM a TO JOISTS W/ 2X6 MID SPAN BLOCKING w 2X6 #2 SPF @ 12" O.C. ��/� �lj MAX 6.0, i • �* • It ' 0-' SEE PLAN FOR �°� • ~ ��•. �,�''•,, L ao ADDITIONAL BEARING �°". �, IL Y o WALL INFORMATION MAX V -o.. 4J a' W o = Z rST04 ELEVATOR TEMP. FLOOR * _ - Q 0 SCALE: 3/4" =1'-0" MIN 7/16" FLOOR PLATFORM DETAIL Q <r` W SHEATHING%, .�0 �� : ;`� _-D} 0 O 2x4 CONT. TOP PLATE m U_ 3y2"ATTACH TOP PLATE TO 2x4 #2 SPF STUDS @ � 7STUDS W/ (2) 16d TOE 1.. A SEE ARCH PLAN NAILS 32 2x4 CONT. TOP PLATE 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE cy 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d x x 24" O.C. W/ (2) 12d TOE NAILS (10) O 2x6 VERTICAL @ 6'-0" NOTCH SILL PLATE TOENAILS BOTTOM pq O.C. MIN. AND @ ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) NOTCH SILL AND 2x4 #2 SPF STUDS @ 0 I M OPENING. W/IN 10d NAILS 4" O.C. HANDRAIL KNEEWALL @ 24 O.C. EVERY OTHER N (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATIONS). TO ALLOW VERTICAL STUD TO BE �y o 2x L -BRACE W/ 12d ) TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST , NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISEIZ o ACCOMMODATE 2x ATTACH W/ (2) 12d x O ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) a A— 2x6 VERTICAL AND TO I -JOIST W/ (3) Ya' x 3" *' L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) Q -C SECTION X -X @ ANY OPENING EQUALLY 16d TOE NAIL EA." 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d °a ATTACH TOP PLATE TO 3" 5 » I -JOIST TO OUTSIDE + , + NAILS 4" O.C. TO STUDS 2/ (2) 16d TOE '4�$ FACE OF JOIST +8 + @ o O FLOOR SHEATHING NAILS + + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST _ 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SDS TOENAILS BOTTOM 3' SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '�`�` SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN 1 -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS 8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) (D U O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ fn,; J n 8 d TOENAILS BOTTOM 10d NAILS @ 4" O.C. 3 O.C. NOTE: W i5i (NOTCHED @ 2x6 STIFFNER TO BE O to (2) SIMPSON LSTA24 VERTICAL LOCATIONS). a 06 x .. STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF Q PLYWOOD FLOORING BOTTOM CHORDpi, N Z U' — STUD) EVERY 48 O.C. o N TO ALLOW VERTICAL cn � P:� � FLOOR BEAM CONDITION TO SLIDE DOWN TO c J 1n Z FLOOR BEAM SEE FACE OF I -JOIST a Q g PLAN 2x6 VERTICAL AND o in ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & per, W 0 Qi � O E @ANY OPENING TO I -JOIST W/ (3))/4" x 3" W Q U < a SDS WOOD SCREWSQ N i - EQUALLY 2j" I -JOIST SEE PLAN a W Z Z N SPACED/CENTERED IN�L1^^J 0 I-JST02 SECTION HANDRAIL W/ FAOCIE ST OFOJOISTSIDE SINGLE I JOIST PARALLEL TO FLOOR ~ V N.T.S. FLOOR BEAM C O N N. SCALE: 3/4" =1'-0" a w 2x4 CONT. TOP PLATE SEE ARCH PLAN I I------ 2x4 CONT. TOP PLATE (ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH STUDS W/TOP PLATE 6d TOE 3 1 /2 TO STUDS W/ (2) 16d TOE NAILS X X NAILS a 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS @ Z 10d NAILS @ 4" O.C.7 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE O VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS Q NOTCH SILL AND NAILS BELOW (OTHERWISE CJP , ' SEE ARCH PLAN ATTACH W/ (2) 12d '� W PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) J er- TO ALLOW VERTICAL TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X 2x4 SILL PLATE W/ (2) `W ~ 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR Z to L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d @ ANY OPENING TRUSS W/ 3 Y4" x 3" SDS WOOD ACCOMMODATE 2x NAILS @ 4" O.C. TO o . lW O 2x4 SILL PLATE W/ (2) � � SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING W �e a SPACED/CENTERED IN TRUSS =-= UJ 0 .PLYWOOD FLOORING (NOTCHED @ 2x6 � DOUBLE TRUSS PARALLEL TO FLOOR To OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS tv W IM FACE OF TRUSS SCREWS EQUALLY = Z 2x4 #2 SPF STUDSII A SPACED & CENTERED i•-- 2x6 VERTICAL AND 2x6 VERTICAL @ 6'-0" @ 24" O.C. ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C.& - IN TRUSS � Q a = TO TRUSS W/ (3))/4" X 3" 8 WIDE WEB O.C. MIN. AND @ ANY SDS WOOD SCREWS @ANY OPENING OPENING W/IN EQUALLY STIFFENER @ 48" O.C. � HANDRAIL NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF Od)NAILS @ a KNEEWALL FOR VERTICAL TRUSS TO OUTSIDE FACE OF TRUSS 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF 2x L -BRACE W/ 12d DRAFTING: SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD A NAILS @ 4" O.C. N.T.S. STRUCT: AR -S - cc ST03 SECTION @ HANDRAIL W/ QC CHECK: JOB No. TM 2152302 FLOOR TRUSSES -- SCALE: 3/4" =1'-0" �� [�7�/t,� ��� - - SCALE: AS INDICATED SECTION X -X - 3 µ DATE: 6/22/16 G 1 -1a70 ST1 lication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. RECORD COPY #16-1670