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HomeMy WebLinkAbout162 Big Spring Ter 16-1453 (new SFH)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, KNEE WALL AT 5TAIR5, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 150 AMP SERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-0 DOOR5 THROUGHOUT, PAINTED KNEE WALL5, 30" UPPER5 AT KITCHEN, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 54 - THORNBROOKE 40 's PRESTON - 1989 - ELEVATION GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES 04-02-15 CREATED LOT SPECIFIC PLAN FOR LOT 54 IN THORNBROOKE 40's ELEVATION "5" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: OUTLET AT 60' A.F.F. AT FAMILY ROOM, (6) CEILING FAN PRE-WIRE5, ABOVE/UNDER CANINET LIGHTING AT KITCHEN, OPTIONAL SINK AT BATH 3, BEDROOM 4, CALIFORNIA COUNTER TOP, LANAI ADDITION, TRAY CEILING AT MA5TER 5UITE, POCKET SLIDING GLA55 DOOR AT FAMILY ROOM, 8 FT. INTERIOR DOOR5 AT MAIN FLOOR, (2) FLOOD LIGHT5 WITH FIXTURE5 COMPLETE, (4) RECE55ED CAN LIGHT5 AT MA5TER 5UITE, (4) RECE55ED CAN LIGHT5 AT FAMILY ROOM, (2) RECE55ED CAN5 AT LANAI AND VENT HOOD TO OUTSIDE. PLAN REVISIONS 04-21-16 COMPLETED REVISION TO INCLUDE: UPDATED PLAN5 TO NEW BUILDING CODE PER F-5-C.R. - 5TH EDITION (2014) DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -STAIR SECTION, DETAILS 3B1 -FRONT ELEVATION "B" 3B2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 -FLASHING DETAILS 3B4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE SANFDl D SUILDIND D1 ffiIDN A PERMIT 196UED SHALL. BE CONSTRUED TO ME A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE CC;MPA.CTION TEST REQUIRED Results to be Verified at Slab Inspection ����iNC SANFORD O�"A Rl'o #16- 1453 GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103L.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORR0510N-RE5I5TANT 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 OTHERW15E APPROVE[). THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103L.2 AND ASTM C 926, PER F.B.C.R. 5TH EDITION (2014) R1031o.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SWEET GAUGE CORRO6ION-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 A5TM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER RB.C.R. 5TH EDITION (2014) 8103,6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) R103b.5 OR IN ACCORDANCE WITH A5TM C 926. 5TUCCO CONTROL. JOINTS: 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 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. D16TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. 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 WEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, FL45HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO6ION-RE615TANT 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 SUR=ACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RESI8TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (2103.8. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB X w DAVIS BEWS DESIGN GROVP to C 0 Lo ro EST. 1994 F 0 -j N (Nry�2 0000) N a) , r - ON�M LE 0 0 ro c77� O0 ELL kv L Cm 7 o N ro h � 400Z 'T 0 TO I. 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 WEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCE55 TO EXTERIOR THROUGH A DOOR, THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, FL45HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO6ION-RE615TANT 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 SUR=ACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO61ON-RESI8TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (2103.8. WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. FLOOD ZONE REQUIREMENT5: \vto°��tt�►IIII*it ��,� PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. �,,,, ```��� Q' • . , i����i A5 HAT 5H1 P L NGLES (IF APPLICABLE) : ��''� u,`•.�c�2':. I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9051b.1. : CD-: =_ 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 w �• Q 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, - v ` 02 ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89051.1: FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL %Zd•� Zz & (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM p 4869, TYPE IV OR A5TM q 615115 REQUIRED IN ACCORDANCE WITH SECTION � yd,••. �� 8905.2.1. ��ii��' J,�`',` • \�, ti��` CLAY AND CONCRETE TILE (IF APPLICABLE) : ti►iinli►a� THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR civ 00 RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH ' c SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH ASTM D 226, TYPE0 Z II; ASTM D 2626, TYPE il; OR ASTM p 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH fRSA/TRI FLORIDA NIGH a WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Va8D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS a' OF RAS 118,119 OR 120. 0 CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0"AST THE HE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER M0 TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR CII18 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 5LA8.ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L 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 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 61DEWALL, WHETHER BY UNDERGROUND (PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE 3, DUCTS IN THE GARAGE AND DUCT$ PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.126 GAUGE (0,48 mm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Ln 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 0 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE 119• MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 11.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FANGS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 1989 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER PAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AIMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • 155UANCE OF PLANS PROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO GENER SHEET GENERAL NOTES APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI5ION5. ANY - REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE WELD RESPONSIBLE. •- • REV. 10-14-2015 r `I 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. 1994 F CORE STEEL DOORS NOT LE55 THAN 13/6" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. FLOOD ZONE REQUIREMENT5: \vto°��tt�►IIII*it ��,� PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. �,,,, ```��� Q' • . , i����i A5 HAT 5H1 P L NGLES (IF APPLICABLE) : ��''� u,`•.�c�2':. I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND R9051b.1. : CD-: =_ 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 w �• Q 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, - v ` 02 ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89051.1: FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL %Zd•� Zz & (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM p 4869, TYPE IV OR A5TM q 615115 REQUIRED IN ACCORDANCE WITH SECTION � yd,••. �� 8905.2.1. ��ii��' J,�`',` • \�, ti��` CLAY AND CONCRETE TILE (IF APPLICABLE) : ti►iinli►a� THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS, OR civ 00 RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WINE) CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH ' c SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH ASTM D 226, TYPE0 Z II; ASTM D 2626, TYPE il; OR ASTM p 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH fRSA/TRI FLORIDA NIGH a WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Va8D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS a' OF RAS 118,119 OR 120. 0 CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0"AST THE HE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER M0 TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 01288, C1325, OR CII18 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 5LA8.ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L 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 U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT 0 LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 61DEWALL, WHETHER BY UNDERGROUND (PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, ' OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE 3, DUCTS IN THE GARAGE AND DUCT$ PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.126 GAUGE (0,48 mm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. Ln 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 0 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE 119• MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 11.6 RAD) BEND, THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE B005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FANGS INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 1989 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER PAN." • 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AIMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • 155UANCE OF PLANS PROM TH15 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO GENER SHEET GENERAL NOTES APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING - CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVI5ION5. ANY - REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL - FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE WELD RESPONSIBLE. •- • REV. 10-14-2015 r `I MAY' 11 9 2018 x 0 m M ELEVATION (-) 0'-4" T U � W 773 ELEVATION (-) 0'-4" r U µ ,d. • x m w 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - C r0 G.C. VERIFY ACRYLIC J J h 0, all 811 ON LANAI 0 N 8.. 9.2 3'.411.,all 3'-0"x3-0" A/C IPAD (SEE MECIJI. T d . r - NB+ m M ELEVATION (-) 0'-4" T U � W 773 ELEVATION (-) 0'-4" r U µ IF" TAYLOR MORR15ON USES 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 w1LDIiV,o SA,NFORD # G_1453 SLAB INTERFACE PLAN SCALE: 1/4" = I'-0" GARAGE RIGHT • x m w 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - C r0 G.C. VERIFY ACRYLIC J J h 0, all 811 ON LANAI all all 16'-2" 8.. 9.2 3'.411.,all 3'-0"x3-0" A/C IPAD (SEE MECIJI. T d . r - ICONTRACTOR Lm C4 Lm IFOR LOC.) I ELEVATION 0 O N� ~ :2301) L — O 64" _old � RECESS FOR POCKET SLIDER _ 4" P.V.C. 11 3/4" P.Y.C. CONDENSATION DRAIN BY PLUMBER N N N I \ 8" - - 5'-4" 6'-11°' Il' -1" dI s ED REFERENCE SHOWER TILE RECESS2 SEAT ELEVATION -ENATION 11 0 It ABV. w 0 -0 ,4� v 4" P.V.C. cO Jib ALL - — F r _ AIR HANDLER IOP?. I I OP?. I WALLLINES 2x6M*'\1-3/4" FROM WASHER DRYER UPPER FLOOR 6' 7" P.V.C. / I ..� GONDENSATION / L�—�I--J r T DRAIN BY I �� — — I SINK PLUMBER DISP 4'-6"2' PROVIDE WATER LINE FOR ICE MAKER TO OF REF. a 3/4" REGE55 a, FOR ENTRY DR. n. K, 1�. W.H. 0. U' 5'-0" 3'-8" 8" 2'-8" 2'-1" 2'-91/2" i ELEVATION i PAVERS l) 0'-4" i i i i � o <r ----------------------------- ------ � --------------- i i i m i i i � i i ELEVATION i i i i (-) 0 -6 i i - «� / LEADWALK AA PAVER DRIVE 353 I'-8" 5' 4" 1'-8" 2'-811' 16' 0" 2'-8" 11 1, 8' 8" 21'-4" IF" TAYLOR MORR15ON USES 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 w1LDIiV,o SA,NFORD # G_1453 SLAB INTERFACE PLAN SCALE: 1/4" = I'-0" GARAGE RIGHT JOB NUMBER 25002.108 � CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 • x m w 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - C r0 0 J J h 0, Nn 2. T d . r - Lm C4 Lm aCoiM 0 O N� ~ :2301) C0 _old � _ z_°v JOB NUMBER 25002.108 � CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 TITLE • SLAB INTERFACE PLAN Lj SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER - a EST. 1994 F�— TITLE • SLAB INTERFACE PLAN Lj SHEET • a T.O.M. w 50TTOM OF LINTEL 9'-4" AT V-0" AFF.9' 4" A.F.F. AFF. 3'-0"x3-0" A/C GC, VERIFY ACRYLIC PAD (5EE MECH. i ON LANAI CONTRACTOR FOR LOC.) I BOTTOM OF LINTEL LANAI BOTTOM OF LINTELS REFER TO SNEEr 2A2 r – - – AT 8-0 AFF. 16 -0 x8 -0 AT 8-0 A.F.F. 9'-4" PLT. HT. FOR MAIN FLOOR PLAN DIMEN51ON5 3 26 5N. I T.OM. I T.O.M. L – – – HD. AT 8' 0" I 91-411 I 9'-4" * EGRE55 AFF, 9-0x8-0 TEMP. PKT. SLIDER 2-8x8-0 N.B. � � — 8' 8" I (2 5TORY GLG. ATTENTION TRU55 MANUF.: GLG. /2-5TORY TRAY CLG. IN MA5TER SUITE 15 DOWN -FRAMED VOLUME � MASTER SUITE 13'-10"x12'-10" I FAMILY ROOM 9'-4" TRAY CLG. 14'-6"x16'-0" 2 -STORY VOLUME L- — 9'-4" FLAT CLG. G.G. VERIFY 6-0" H. 64' FLAT CLG INTERIOR DOOR5 ARCH FROM AT MAIN FLOOR V-0" TO 8'•8" a "' * * * * 3__ `r U cfJ U — T M.C. Lu 6, u 2-86-0 M. BATH bo 0 91-411 U Z CLG, 2-4x8-0 z — a BFD o " ca I a W.C. r I DINING ROOM TEMP. GL. ENC' L OPENING ON 42" H. LOW WALL 2'_0" TO UNDER I I 9'-4" FLAT CLG. zo 5TAIR5 5EE TUB/SHOWER IS" H. TILE �, o DETAIL5 TILE I STAIR DATA: 5HOWER 5EAT I IS R15ER5 AT HAN5EN x „ DRYER I 1.38" EACH KNEE 36" H. BOX r 15N, 7 1 –VENT – 10.00" TREADS WALL COUNTERTOP OPT. —I I OPT. R/S 42 H LWA5HER J L DRYER j . x LOW WALL – _ _ _ _ _ – – o / – UTIL AIR HANDLER FLAT CLG. LINES FROM _ � / \ UPPER FLOOR ,a " / I SINK I o 2 8x8 m - 9' 4" w \ I Q W/ DISP U 8" 5OFFIT CLG, VENT HOOD ABOVE 2-86-0 To EXTERIOR PqDv. I 9' 4" SR0'NTO SMS" �/ / FLOOR ABV. LINE OF 90� KITCHEN -g o CLG• A ARCH 9'-4" FLAT CLG. 0 BARREL R \ /7 9' 4° FROM V-0" / CLG. TO 8' 8" / c \ LTUPPER o PWDR ( i �, \ INETS I PINEAPPLE GROVE I `osfi� c c O.H.G. 5 5H, MEDALLIONS OR DECORATIVE I �� APPLIQUE BY BUILDER I FLUSH FRAME INSULATE r0 FURRING WALLS LINE OF SECOND INSULATE W}I, FLOOR ABY, WALLS NOTE: FLAT HEADER I PAVERS ALL INTERIOR AT 8'-0" AFF. I ANGLED WALLS ENTRY ARE AT 45'(UN. i 9'-4" PLT. HT. ( 'I 54"x22" T,OM. ATTIC AGGE55 T.OM, L ARCHED HEADER 9 4 91 411AFF. (5EE ELEVATION) A.F.F. GARAGE 20'-O"x2O'-O" 9'-4" PLT. HT. O N Ik LINE OF GARAGE DOOR IN OPEN P051TION r--------------------� REFER TO SHEET 2A2 N FOR MAIN FLOOR PLAN DIMEN51ON5 o 16-04-0 O.H. GARAGE DOORO H.B. r.o.r1. 9' 4" PAVER DRIVE / LEADWALK AFF, 0353 • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 _ 1989 S.F. TYPICAL MASONRY x m DAVIS BEWS DESIGN GROVP WINDOW SCHEDULE U �0 y Nn � 04 �. >;JM �. L 8 IL 0 0 ro= ' � J '0 0 � E 0��0 �= 0,, N a, O f0 6.0 Zr�'t EST. 1994 WINDOW WIDTHS 2 04 2 S.F. 2011 27" 37" 5311 WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H W = 3T O 13 5H 1/2 33 51H 23 5H 33 5H 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 72" 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPFNING5 FOR ALL WINDOW5, UJI ua WINDOW 5IZF5 AND IN5TALLATION MAY VARY PER MANUFACTURE 5PECIFIGATION5. 0 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CASEMENT- G5MT, OR FIXED GLA55- F.G) • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 _ 1989 S.F. CxAR,4GE x m DAVIS BEWS DESIGN GROVP S.F. U �0 y Nn � 04 �. >;JM �. L 8 IL 0 0 ro= ' � J '0 0 � E 0��0 �= 0,, N a, O f0 6.0 Zr�'t EST. 1994 TOTAL SQ. FT. 2 04 2 S.F. • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 _ 1989 S.F. CxAR,4GE 451 S.F. DAVIS BEWS DESIGN GROVP S.F. 150 STATE STREET EAST OUWAAR, FLOR]DA 34677 813 .925. 1300 TEL 813 _ 925. 1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 00 -- 0 4z — L U �///111111111 Co c Lm0 o CL 0 1cr a w Ln W z ALL EMERGENCY ESCAPE AND RE5CUE pmmq OPENINGS SHALL COMPLY WITH R310 PER F.5.C.R. 5TH EDITION (2014). 0 n 0 Lr) a���arNO HATCHING LEGEND SANFORD �mmm >= INSULATE WALL ® 9F"ARTM0� 0 5 5 3 .,...� 1989 TOTAL_ LIVING 1989 S.F. CxAR,4GE 451 S.F. ENTRY S.F. LANAI 128 S.F. TOTAL SQ. FT. 2 04 2 S.F. MAIN FLOOR PLAN NOTES 5CALE: 114" = I'-0" GARAGE RIGHT •TI TLE • MAIN FLOOR PLAN NOTES • SHEET • GG /Au JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 14'-0" 16'-011 x 0 I'-4" 131.411 1'-4" 150 STATE STREET EAST OUXMW I7.ORMA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER EST. 1994 �< LO J Lo r0 — c0 — c0 = do N' rn mm 01N�M1. ` =.JM LL. $n $n r• � J O � EL l0 0 LANAI�-12' 1.4 j -L �0> N Zr��! 0" 4' 2"I8"9' 2" M.O. 3 I L _JI i I I MASTER SUITE M FAMILY ROOM 2'-011 (TYP.) N 5' 0" 2141 1'-21' 15'-21' N _ r — — N 61-0" 2'-h" T-1011 2'41 31_411—'-- M M. BATH Ch CV CV I DINING ROOM N I I 5141 ZI_/ 11 11.11 11.811 .0_. — — JL j -----T- UTIL. 6'-V 31.611 O I T KITCHEN o =1 PWDR ENTRY GARAGE a --------------------- --- ---------- ----, M I I I I I i -4. 16'-011 M.O. 11-811 51.411 11.811 21.811 11 81.811 21'-4" 301-011 JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 x 0 150 STATE STREET EAST OUXMW I7.ORMA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER EST. 1994 �< LO J Lo r0 0_j 00 do N' rn mm 01N�M1. ` =.JM LL. C 0 r• � J O � EL l0 0 j -L �0> N Zr��! JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 `�\e0`\\1111 1 //z N,•••••• low •' 0 ILJI I o Lim 04 Z a 0 rit,00 0 L.■ W z L.L.. REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES II.111�11.11 1989 SAC�IFOR® 77TLE • MAIN FLOOR PLAN DIMENSIONS #16-1453 • MAIN FLOOR PLAN DIMENSIONS SHEET • SCALE: 1/4": II -O" GARAGE RIGHT 2A2 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMW I7.ORMA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS COM TAMPA • DENVER EST. 1994 �< `�\e0`\\1111 1 //z N,•••••• low •' 0 ILJI I o Lim 04 Z a 0 rit,00 0 L.■ W z L.L.. REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES II.111�11.11 1989 SAC�IFOR® 77TLE • MAIN FLOOR PLAN DIMENSIONS #16-1453 • MAIN FLOOR PLAN DIMENSIONS SHEET • SCALE: 1/4": II -O" GARAGE RIGHT 2A2 3050 5H. HD. AT T-8" Q_ co w r- Q PROVIDE PAN AND DRAIN UNDER A.H.U. 24" H. A/C— PLATFORM 3(05(0 5H, HD. AT T-8" * EGRESS Lu Lu x 'nn co c Qo 1J,1 - aa� • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 TYPICAL WOOD FRAME X DAVIS BEWS DESIGN GKOVP WINDOW SCHEDULE U rLo o � EST. 1994 �- WINDOW WIDTHS 20" 24" 36" 48" WINDOW CALL -OUTS Z ` 6 ��� ID aI 0 = (D 20" 1818 F.G. 2018 F.G. 301a F.G. 4018 F.G. w o�CC�~ Z�GOv 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = J � 0 36" 1830 5H 20305P 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5P 3040 5P 4040 5H '_"' z 60" 1850 5H 2050 5N 3050 5P 4050 6P 12" 1860 5H 2060 5P 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, uj uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER f- MANUFACTURE 5PECIFICATION5. 0 z 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE DUNG -5P, GA5EMENT- C5MT, OR FIXED GLA55- F.G.) • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 X DAVIS BEWS DESIGN GKOVP ------------ U rLo o � EST. 1994 �- h ,A ryN� YI 2N`,M :. >PJM ` 6 ��� ID aI 0 = E0 i 00 ov� cm 4a 0 o�CC�~ Z�GOv • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 e'►\Hlu lt1e11z L(7 /_ .Z CD wa y O °Orr.• • '`�'�. /���� l 1111111► a !'t � � °�� h a � �z Q �a V ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (21014). 0Ln F� >= CLEAR OPENING HEIGHTS 0 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART • OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE • SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT 0 n ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE • FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, U TITLE • WHERE PROVIDED, SHALL COMPLY WITH THE UPPER FLOOR PLAN NOTES REQUIREMENTS OF A5TM F 2090 PER F.B.C,R. - 5TH EDITION - (2014) 83122 - #16-1453 • UPPER FLOOR PLAN NOTES SHEET B 1 GARAGE RIGHT 2 1 DAVIS BEWS DESIGN GKOVP ------------ 150 STATE STREET EAST OLDS VW FLORIDA 34677 813 .92.5.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E)EIVVER. � EST. 1994 �- e'►\Hlu lt1e11z L(7 /_ .Z CD wa y O °Orr.• • '`�'�. /���� l 1111111► a !'t � � °�� h a � �z Q �a V ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (21014). 0Ln F� >= CLEAR OPENING HEIGHTS 0 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART • OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE • SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT 0 n ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE • FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, U TITLE • WHERE PROVIDED, SHALL COMPLY WITH THE UPPER FLOOR PLAN NOTES REQUIREMENTS OF A5TM F 2090 PER F.B.C,R. - 5TH EDITION - (2014) 83122 - #16-1453 • UPPER FLOOR PLAN NOTES SHEET B 1 GARAGE RIGHT 2 1 • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 x m w 150 STATE STREET EAST OLD5MAR,17..ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. C y OMNI LL 00 � E U r00 J I� ry0� ,) O Nc� M N N . r aCLL v oroC°o z g t'o ,-u� 0n0 • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 �, � * «♦+ tri'✓ �i� vi Zow Z = • Lu . 0 wr L ♦♦ t � o aqoz �a 0 WNo rtloo 0 1 rylo o Lr) F >m o [k= I 1989 SANFORD TITLE • a UPPER FLOOR PLAN Foq M�� DIMENSIONS ##15 145 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = V-011 GARAGE RIGHT • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD5MAR,17..ORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. EST. 1994 F�7— �, � * «♦+ tri'✓ �i� vi Zow Z = • Lu . 0 wr L ♦♦ t � o aqoz �a 0 WNo rtloo 0 1 rylo o Lr) F >m o [k= I 1989 SANFORD TITLE • a UPPER FLOOR PLAN Foq M�� DIMENSIONS ##15 145 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4" = V-011 GARAGE RIGHT • SHEET • OPT, SHIM A5 AIR SWITCH REQ'D. FOR D15P. I" CA61NG O too 2x STUDS (PER 5TD.PLAN) 0 BASE OUXMW FLORIDA 34677 CABINET 7/16 0.5.5. 0 cm BACKING EST. 1994 1/2" DRYWALL CALI. TOP SCALE: 1/2" = I'-0" TRU55E5 u lvutin i vi v ATTIC ACCESS DETAIL SCALE: 1/2" = I'-0" 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO UNDER -STAIR PROTECTION COMPLY WITH FBG 8301 AND TABLE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL STAIR SECTION8301,5 PER F.B.C.R 5TH EDITION (2014). HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT SCALE: 1/4" = 14" PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 �v1LDl/yG, SANFORD 10 #16-1453 STAIR SECTION DETAILS GARAGE RIGHT X W r_ DAVIS BEWS O too DESIGN GKOVP 0 36" H. CONTINUOUS 42" H. OUXMW FLORIDA 34677 813.925.1300 TEL N 0 cm `PAMPA • EDCT V.R. EST. 1994 GRASPABLE LOW WALL co 3/4" PLYWD. RAILING Saw 10 CO) LLC9 • DECKING d h cTEm BEAM o � Co BEAM LINE OF 6'4' MIN. L *_' m O HEAD CLEARANCE FLOOR O�CCp Z�Lef FLOOR SYSTEM 'i SYSTEM ;a 2x STRINGERS IOOO" \ \ `p ITYPJ 42 H. LOW WALL 4 I" NOSING - (TYP.) LINE OF I I e DOOR IN I I e Q FOREGROUND I I 2x TREADS AND III J Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH ALL GUARDRAILS AND HANDRAILS TO UNDER -STAIR PROTECTION COMPLY WITH FBG 8301 AND TABLE ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL STAIR SECTION8301,5 PER F.B.C.R 5TH EDITION (2014). HAVE WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT SCALE: 1/4" = 14" PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 �v1LDl/yG, SANFORD 10 #16-1453 STAIR SECTION DETAILS GARAGE RIGHT • JOB NUMBER 25002.108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 X W r_ DAVIS BEWS O too DESIGN GKOVP 0 OUXMW FLORIDA 34677 813.925.1300 TEL N 0 cm `PAMPA • EDCT V.R. EST. 1994 co Saw 10 CO) LLC9 • O 0 d h cTEm o � Co E �t �rn L *_' m O O�CCp Z�Lef • JOB NUMBER 25002.108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 • TI TLE • DETAILS STAIR SECTION • SHEET2C • DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OUXMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM `PAMPA • EDCT V.R. EST. 1994 • TI TLE • DETAILS STAIR SECTION • SHEET2C • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R2 - 5TH 3/4° EDITION (2014) R1031o.1 AND A5TM G 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND/ OR SAND FINISH KEYSTONE SCALE: 3" = I'-011' CLEAR OPENING HEIGH15 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA65AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER RB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDE[), SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 G.C. VERIFY — ALUM. OVER 2x6 ciin tAcriA 4" BANDING- m SECOND F.F. LINE "? TnM 6 I� /SHINGLE ROOF12 /7 6 INo ■ TEXTURED 5 ANDING FINISH2" BANDING —� ��. . 8" BAND - 1— BANDING . .' �. ■ I Q6 /SHINGLE ROOF/ DECORATIVE FOAM � i - APPLIQUE BY BUILDER a' TEXTURED TEXTURED Fl: 1171 1:1❑ [71171171 QUIONS (TVP.) N F7 F-7 F7 MAIN FF. LINE -- -�-� - - I - - - - GO COPYRIGHT 2014, TAYLOR MORRI50N GRADE LINE (ASSUMED) FRONT ELEVATION - SCALE: 1/4" = 1'-0" MAIN F.F. LINE L:1 4" BANDING SANFORD i ELEVATION "B GARAGE RIGHT PLT. HT. • x 0 DAVIS BEWS C U To --- STUCCO 0 OLDSMAK FLORIDA 34677 813.92.5.1300 TEL N' W W W.DAVISBEW&COM `TAMPA • DENVER 00) N FINISH L ` ---4" BANDING LL N Y C 00 o Z 5 't 12 '± Q6 /SHINGLE ROOF SECOND F.F. LINE TOM, -- TEXTURED FIN15H 2" BANDING ] ❑ ❑ a ❑ ❑ 8" BANDING t DECORATIVE FOAM � i - APPLIQUE BY BUILDER a' TEXTURED TEXTURED Fl: 1171 1:1❑ [71171171 QUIONS (TVP.) N F7 F-7 F7 MAIN FF. LINE -- -�-� - - I - - - - GO COPYRIGHT 2014, TAYLOR MORRI50N GRADE LINE (ASSUMED) FRONT ELEVATION - SCALE: 1/4" = 1'-0" MAIN F.F. LINE L:1 4" BANDING SANFORD i ELEVATION "B GARAGE RIGHT JOB NUMBER 25002.108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 • x 0 DAVIS BEWS C U To 0 OLDSMAK FLORIDA 34677 813.92.5.1300 TEL N' W W W.DAVISBEW&COM `TAMPA • DENVER 00) N M rr� N y . ,= L ` 0 0 ro= J ^O LL N Y C o Z 5 't JOB NUMBER 25002.108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 EST. 1994 Ll.l co�: " .� ` � o z Q z 0 Ln 0 F� 0 o� �r o� 1989 • TI TLE • FRONT ELEVATION DETAILS 3B1 I I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAK FLORIDA 34677 813.92.5.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM `TAMPA • DENVER EST. 1994 Ll.l co�: " .� ` � o z Q z 0 Ln 0 F� 0 o� �r o� 1989 • TI TLE • FRONT ELEVATION DETAILS 3B1 I I LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. Q # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. ACTUAL SOFFIT VENTILATION = 310.4 SQ. IN. I I N I '�g 4:12 4:12 I I ------------------L-------- ----------- I I I MAIN ROOF i f VENT REQUIREMENTS I I VENTILATION CALCULATIONS ATTIC AREA =1126 SQ. FT. / 300 = 3.75 SQ. FT. i y OFF RIDGE �e X 144 = 540 SQ. IN. i VENT (TYP.) I HALF AT UPPER 2/3 ROOF VENTS = 270.24 SQ. IN. 0 j # UPPER 2/3 ROOF VENTS REQUIRED = 2 1 I HALF AT LOW SOFFIT / EAVE VENTS = 270.24 SQ. IN. I ACTUAL SOFFIT VENTILATION =1345.1 SQ. IN. I I 6:12 6:12 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING _ NOTE: Z THIS DETAIL SHOWS THE TYPICAL THIME55 LL Ole N (Jr ALL KA )W ItAWKW NM7H MANVINU w a AND SAND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNESS 15 TO BE "' DIFFERENT IT WILL BE CALLED OUT AT Fit SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" GLEAR OPENING NEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SNALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 GIRDER 6 ' TRU55 G.C. VERIFY ALUM. OVER —, 2x6 5UB-FA5CIA (TYPICAL) PLT. HT. SHINGLE ROOF 124 SECOND FF. LINA T.O.M. _ v Zia MAIN FF_LINE GIRDER TR155 6;e 12 Q6 GIRDER SECTION AA SCALE: 1/8" = I'-0" \D4 CONC, LINTEL I I ocLl I � RADE I I yb I I I 12 I I I ROOF 6:12 I I a �= 0 � I — — — — — — — — — — — — — — 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING _ NOTE: Z THIS DETAIL SHOWS THE TYPICAL THIME55 LL Ole N (Jr ALL KA )W ItAWKW NM7H MANVINU w a AND SAND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNESS 15 TO BE "' DIFFERENT IT WILL BE CALLED OUT AT Fit SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" GLEAR OPENING NEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SNALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 GIRDER 6 ' TRU55 G.C. VERIFY ALUM. OVER —, 2x6 5UB-FA5CIA (TYPICAL) PLT. HT. SHINGLE ROOF 124 SECOND FF. LINA T.O.M. _ v Zia MAIN FF_LINE GIRDER TR155 6;e 12 Q6 GIRDER SECTION AA SCALE: 1/8" = I'-0" \D4 CONC, LINTEL 12 �6 � RADE I I 12 C ROOF 6:12 SHIN Q6 GLE ROOF a �= 0 9 I — — — — — — — — — — — — — — <. I I STUCCO FIN15H «, I _6 � I I �r r- FINISH � �l � 8 L,HINGLE Q6 a6 5HINGLE �. I ROOF PLT. H - SECOND FF. LINE ROOF — - TYP. 6:12 \� I I ro` � J "0 ^O OVERHANG I - v ZTEXTURED E0 AT HIP to FIN15H N C (UN.D.) - FINISH 7 MATCH �. DISTANCE �l �F+ zG2° TEMP. �l AT FRONT I 1 i__ 6:12 6:12 —1------1—� _ n KNEE I WALL GARAGE ROOF I VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 557 SQ. FT. / 300 =1.86 SQ. FT. X 144 = 267 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =133.68 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =133.68 SQ. IN. ACTUAL SOFFIT VENTILATION = 738.8 SQ. IN. AA 353 ROOF PLAN SCALE: 1/8" = I'-0" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN16H TEXTURED BANDING _ NOTE: Z THIS DETAIL SHOWS THE TYPICAL THIME55 LL Ole N (Jr ALL KA )W ItAWKW NM7H MANVINU w a AND SAND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNESS 15 TO BE "' DIFFERENT IT WILL BE CALLED OUT AT Fit SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND ASTM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" GLEAR OPENING NEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SNALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 GIRDER 6 ' TRU55 G.C. VERIFY ALUM. OVER —, 2x6 5UB-FA5CIA (TYPICAL) PLT. HT. SHINGLE ROOF 124 SECOND FF. LINA T.O.M. _ v Zia MAIN FF_LINE GIRDER TR155 6;e 12 Q6 GIRDER SECTION AA SCALE: 1/8" = I'-0" \D4 CONC, LINTEL • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 12 �6 RADE � 6 1� �-5HINGLE 12 C ROOF LEFT ELEVATION SHIN Q6 GLE ROOF a �= 0 - • , CC'• _ PLT. HT. TEMP. STUCCO FIN15H «, STUCCO �r r- FINISH � �l � 8 L,HINGLE Q6 a6 5HINGLE �. >JM ROOF PLT. H - SECOND FF. LINE ROOF — - co ZTEXTURED ro` � J "0 ^O ■ v ZTEXTURED E0 lL=0 to FIN15H N C 61 - FINISH 7 MATCH �. DISTANCE �l �F+ zG2° TEMP. �l AT FRONT • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 RADE x m w 150 STATE STREET EAST OLDSM k MOR<DA 34677 813.925.1300 TEL 813,925.1800 FAX W W W.DAVISBEWS.C,OM TAMPA • DENVER. C LO r0 LEFT ELEVATION • z �� a �= 0 - • , CC'• N' do ti N �r N M �. >JM co 00 ro` � J "0 ^O E0 lL=0 N C 6.0 �F+ zG2° • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 _ _ _ _ _ _ - _ _ uD MAIN FF. LINE RADE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSM k MOR<DA 34677 813.925.1300 TEL 813,925.1800 FAX W W W.DAVISBEWS.C,OM TAMPA • DENVER. -� EST. 1994 F,�_ _ _ _ _ _ _ - _ _ uD MAIN FF. LINE RADE (ASSUMED) Q.• LEFT ELEVATION • z �� a �= - • , CC'• SCALE: 1/8" = 14" 12 12 G.C. VERIFY ALUM. OVER 6�,/ Q6 2x6 5U5-FA5CIA (TYPICAL) SHINGLE PLT. NT, ROOF/ PLT. NT. ZSTUCCO r FG. F.G. * °' FINI5N7 12 12 SHINGLE SECOND F.F, LINE 4 F a 4 ROOF _ SECOND FF. LINE — T.C.M. _ TDM. _ �= TEXTURED ZIP FIN15H MAIN FF, LINE �I CfN TEXTURED <+ FINISH MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION 50ALE: 1/8" - I'-0" 6 'E 6 ' L -SHINGLE ROOF PLT. HT. LT, NT, 12 6� /SHINGLE _ SECOND FF. LINE ROOF all SECOND F.F. LINE T.OM. T.OM. /TEXTURED MATCH FIN15H 7 DISTANCE �lED cO AT FRONT MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - 14" s c- -7c 111161 1 �_ o cV h U a �a W 12 Q6 G.C. VERIFY ALUM. OVER mmi 2x6 5U5-FA5CIA (TYPICAL) >= PLT. NT. Z TUCCO FINISI� 7 -TEXTURED FINIS SHINGLE ROOF 12 _ SECOND F.F. LINE .OM. _ d- 1989 TI TLE MAIN F.F. LINE R=1REAR ELEVATIONS SAT'a6=ORC7 �F"ARTO #1 6 - 1 453 ELEVATION "B" GARAGE RIGHT CfN TEXTURED <+ FINISH MAIN FF. LINE GRADE LINE (ASSUMED) REAR ELEVATION 50ALE: 1/8" - I'-0" 6 'E 6 ' L -SHINGLE ROOF PLT. HT. LT, NT, 12 6� /SHINGLE _ SECOND FF. LINE ROOF all SECOND F.F. LINE T.OM. T.OM. /TEXTURED MATCH FIN15H 7 DISTANCE �lED cO AT FRONT MAIN FF. LINE MAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - 14" s c- -7c 111161 1 �_ o cV h U a �a W 12 Q6 G.C. VERIFY ALUM. OVER mmi 2x6 5U5-FA5CIA (TYPICAL) >= PLT. NT. Z TUCCO FINISI� 7 -TEXTURED FINIS SHINGLE ROOF 12 _ SECOND F.F. LINE .OM. _ d- 1989 TI TLE MAIN F.F. LINE R=1REAR ELEVATIONS SAT'a6=ORC7 �F"ARTO #1 6 - 1 453 ELEVATION "B" GARAGE RIGHT u^ 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 F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. 'RICANS STRAP PER )F FRAMING PLAN OL BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN )ING SILL PLATE SEE NOTE #2 ----/ f WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS L11 RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4' -1" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE ILAND DECK FLASHING.ISH LIQUID NAIL BRAND OR EQUAL WATER PROOF CAULKING I IPER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY T EXTERIOR SHEATHING �FgTjy FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST gPp' am SILL PLATE (SEE DETAIL B O FOR OPTIONS) DAVIS BEWS C 0-i y Lo `` 00'o 4 001 WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED /-FLASHING-\\t WINDOW) 1-W FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP /,r- WATERPROOF MEMBRANE ;t I I I 20" FLOOR TRUSS I I I I I I I I I I I PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST ° AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 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, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. �0LDI/vo SANFORD O�fA RT��� #1 5 - 1 453 FLASHING DETAILS N.i.5. JOB NUMBER 25002.108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 x DAVIS BEWS C 0-i y Lo `` 00'o 4 D rko 0 NF) N' 0 0) ON�i M y > .J ���. '0 J V ~ C Oro Co I�r_o _ N 00 � 0 ZG2.1 DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL JOB NUMBER 25002.108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 • TITLE • FLASHING DETAILS • SHEET • r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7ENVER- ---,g EST. 1994 • TITLE • FLASHING DETAILS • SHEET • 5HEATHING TEXTURE FIN15H COAT BROWN COAT 5CRATCH COAT SELF -FURRING LATH TWO LAYER5 WRB WEEP SCREED TERMINATE 5ELF ADHE5IVE FL45HING AT LOWER N05E OF M.W.W.5, 5ELF ADHE51VE FLA5HING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING — REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) 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 SUBFLOOOOAR RIM JOIST Y -- WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER wnr�e nTu Ir �I /V ------ 4 SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4'A" BEAD OF CONSTR. SHEATHING INSTALL NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & SELF-ADHERED EAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING „ UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING NAILING FLANGE SELF -ADHERED — FLASHING DO NOT FLASH OVER —� i / SEAL TOPS OF JOISTS BOTTOM NAILING UNDER DECKING FLANGE (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW 1AIAI I CLICATLIIAI(] ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING GALV. MTL. / - L' FLASHING CV r " M DIVERTER FLASHING s° DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r�`rdr�:.°..°..o..°.v:.°.3°.c`. o`°.a:°,3 HOLD EXTERIOR °` FINISH 2 ABOVE i :':°�:.n.—. .° �` ' ROOF •�. <.v°.y yrtV:',Y°�•°'° °i t :� o.i is ° FLASHING CAULKING 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -\ 6TO12" - PER PLAN SPECS. GALV.'L' FLASHING TYPICAL. ---ROOFING FELT -DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL SCORED RELEASE PAPER SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF THRESHOLD � as O *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL RGGF DEGK / XO0 q�Y , R sy ccggpC F STrIN NC k L9 ooF o�G - l q OO so / O DNOev,vp , \ R A° END VIP,? VGS�P,pR P RS�GOq�O N co M� R2NDOREDGE , s, GG \ RAKE METAL az 29' DRIP EDGE ler EAVES — LINE VALLEY BY CENTERING 36" WIDE --14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE J 36" 8.. g.. $.. B.. $.i 1.1 SEALANT LI 1E 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 On / CEMENT PLASTER OVER BLOCK 1ST FLOOR / I 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 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER / FINISH 2 1/2" PERFORATED °• BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE n..rwr. "kin METAL FLASHING 1 1 1 1 V/ \I— V/--\1.1.1. 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) •wiw. . nrn n. wr.. SELF -ADHERED FLASHING PATCH )HERED FLASHING 31NEERED ROOF RUN KICKOUT FLASHING 6" -J S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN \ING SAN OR TYPICAL ROOF TO FpAR� WALL FLASHING DETAIL PLAN VIEW 16_1453 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND �LASHINU DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. TEXTURED, PAINTED d.- DAVIS BEWS DESIGN GROVP EXTER. WALL FINISH x m ASPHALT BASED CRICKET AS C 0 0MN' - / �. 0 0 3�E U 00 J �W 2 N `', � N w . r >JM C10) IL 2 c •I1 '� J V o�C00 �r ro°' C4O 7 Z��� SPECIFIED ROOF CRICKET: 6" X 18" H GALV. SEALANT APPLIED BY PLAN MIN: ISLOPE FLASHING CONT. BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A LOCATIONS) AT ENTRY ROOF I.� 0 Z MINIMUM OF 6" ABOVE SHINGLES w z: VERTICAL RISE OF bog FLASHING AT KNEEWALL 6" X 18" H GALV. U- ;,. FLASHING CONT. N SEALANT .... ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING 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 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL RGGF DEGK / XO0 q�Y , R sy ccggpC F STrIN NC k L9 ooF o�G - l q OO so / O DNOev,vp , \ R A° END VIP,? VGS�P,pR P RS�GOq�O N co M� R2NDOREDGE , s, GG \ RAKE METAL az 29' DRIP EDGE ler EAVES — LINE VALLEY BY CENTERING 36" WIDE --14" 2 CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" REMOVE J 36" 8.. g.. $.. B.. $.i 1.1 SEALANT LI 1E 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 On / CEMENT PLASTER OVER BLOCK 1ST FLOOR / I 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 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDEDIN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER / FINISH 2 1/2" PERFORATED °• BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE n..rwr. "kin METAL FLASHING 1 1 1 1 V/ \I— V/--\1.1.1. 1 FLASHING DETAIL ATERIAL PER ONS WITH APPROVED AYMENT (REFER TO SHEET) •wiw. . nrn n. wr.. SELF -ADHERED FLASHING PATCH )HERED FLASHING 31NEERED ROOF RUN KICKOUT FLASHING 6" -J S AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN \ING SAN OR TYPICAL ROOF TO FpAR� WALL FLASHING DETAIL PLAN VIEW 16_1453 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND �LASHINU DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. JOB NUMBER 25002°108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 .�.. d.- 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 • DENVEFL x m C 0 0MN' - / �. 0 0 3�E U 00 J �W 2 N `', � N w . r >JM C10) IL 2 c •I1 '� J V o�C00 �r ro°' C4O 7 Z��� JOB NUMBER 25002°108 CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 .�.. • TITLE • FLASHING DETAILS • SHEET • d.- 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 • DENVEFL EST. 1994 • TITLE • FLASHING DETAILS • SHEET • �\ C.C. VERIFY: LOCATION OF FLOOD LIGHTS Pi — — — l--�- To SWITCH \ Q, G.C. VERIFY: LOCATION i ROUGH -IN i A/c of I�cESSED CAN LANAI \ FOR oPr. I DISCONN. WP.1 LIGHTS I W.P. FANLIGHT1 _6FT' I GF.I. G.C. VERIFY: LOCATION OF FLOOD LIGHTS \ — CM TO FLOOD WALL MOUNT LIGHTS \ v \ AT 8'-8" ROUGH -IN FAMILY ROOM \ FOR OPT. / FANLIGHT </ �% ( T GL. VERIFY: LOCATION I, rAT0" OF OUTLET AT 60" AFF.� J MASTER SUITE "0" UP TO / RECESSED CAN LIGHTS _ UP TO FAN/ LIGHT F.I. ROUGH -IN ,Q1 \ /Z* — — — G.C. VERIFY ALL M. BATH SMOKE DETECTORS MAKE-UP r0 BE HARD -WIRED LIGHTS 1 1 PENDANT F.I. \ (VERIFY LOCATION) _ - W.P. I 1 CH I DINING ROOM UP TO _ L GHT F r - - G.C. VERIFY: ABOVE / — — 71— 220 7 UNDER COUNTER I---� -- LIGHTING GF.I. I G.C. VERIFY: LOCATION TO CABINET // \ i G.F.I. OF DISPOSAL SWITCH Is UTIL UNDER SINK CABINET F.I. M +32" IGF.(• HORIZ. G.F.I. C7 MICROWAVE 1 \ O OUTLET +14" LIG�HTs P 1 , /\ / �, - ' KITCHEN ( 220 V. $ \ VENT HOOD / /-7PENDANT , \ \ TO EXTERIOR / 1 / (VERIFY / / x,\ _ ,O✓ PWDR LOCATION)/ / \ GFJ. / GF.I. � ENTRY l/ G.F.I. 3 AT 48" b, AT 48" 1 LIGHT AND SWITCH 1 PUSHBUTTON FOR IN ATTIC GD. OPENER I` -- \ \ L -----J \ GARAGE 150 AMP. ELEC. ELEC. CLG. OUTLET PANEL METER I FOR GD. OPENER W.P. "W.P. / G.F.I. FOR r G.F.I. r.UG.$ERVICE" I 1 1 \ I I 1 GF.I. GF.L AT 4811 AT 48" I I IRRIG. COACH COACH \ / LIGHT LIGHT ELECTRICAL <E" DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER •P. WEATHERPROOF DUPLEX OUTLET .F•,• GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN (p. EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR @ SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) QQ THERMOSTAT 0 ELECTRIC METER Aw ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU/> ROUGH -IN FOR OPT. CEILING FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. OTES1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ....14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION...14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOM$, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAL 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 GFL.I. PROTECTED (GF.U. 6. IT Is THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK Is IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.CR. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL. RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 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 COMBO - SQUARE D DISC. REFER TO FLOOR TYP. 14 AND 012 COPPER To PLAN FOR NOTED MAIN DISC. INSIIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL M0 COPPER TO WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED To FoOTIWS STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS of THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. MAIN SANFORD �� #16-1453 FLOOR ELECTRICAL PLAN GARAGE RIGHT • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 X l0 w 150 STATE STREET EAST OL XWW MORMA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994< LO J r0 Odo J �� 2N0tM N m .- ->;JM > =.J cq 0 0N� n :2J'0o ..�E 8 C o. LLt roc\, � N 0 6.y ron 400 Z - -1 • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 1989 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • 4A DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OL XWW MORMA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994< 1989 • TI TLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • 4A UPPER FLOOR ELE �U\L.UUNG SANFORD QFfAR • SHEET • CTRICAL PLAN 4B GARAGE RIGHT 0 DUPLEX CONVENIENCE OUTLET x m V.. W- DUPLEX OUTLET ABOVE COUNTER 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER w.a. WEATHERPROOF DUPLEX OUTLET G.C. VERIFY: LOCATION I.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET OF RECESSED CAN { HALF -SWITCHED DUPLEX OUTLET LIGHTS 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 00 Ac LIGHT FIXTURE WITH PULL CHAIN * * * * TRACK LIGHT G.C. VERIFY ALL FLUORESCENT LIGHT FIXTURE SMOKE DETECTORS 1 [L- 4 EXHAUST FAN TO BE HARD -WIRED ;p; EXHAUST FAN/LIGHT COMBINATION * * * * ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 6.y � n ® CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) 0.-C p z © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR ♦� TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) Q THERMOSTAT ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU/> ROUGH -IN FOR OPT. CEILING FAN �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 (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOM LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POUTER UTILITY. SUCH ALAW6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELE �U\L.UUNG SANFORD QFfAR • SHEET • CTRICAL PLAN 4B GARAGE RIGHT • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 • x m V.. 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C U rao 0 M >'3JM 0 E • 00 ro= otCO 3g� E 1 [L- N 6.y � n 0.-C p z • JOB NUMBER 25002.108 • CAD FILE NAME LOT 54 TB ISSUED 04-02-15 REVISED 04-21-16 ��IIIIII�I�11����1�1�11 1989 • TI TLE • UPPER FLOOR ELECTRICAL PLAN ( ja_� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �=— ��IIIIII�I�11����1�1�11 1989 • TI TLE • UPPER FLOOR ELECTRICAL PLAN GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95016 OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6 & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A)FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) C)DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B) BALCONIES = 15 PSF GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD@ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 'FA R INE Al SPANS WORKING POINTS 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN V. THE TRUSS MANL % TI SHALL DETERM I , SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD' REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED S4 REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X1 2'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 -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR '"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 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 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. -FOUR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 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 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 (+) VALUE DENOTES PRESSURE AREA (SQ FT) LINTEL PLAN SD1 - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 SD5 - 22.9 (-) 28.3 TWO STORY DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 W (+) 19.0 (+) 19.0 50 (-) 20.8 0 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x 7'-0" (+) 18.4 + 5. (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a l 5 5 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 STAIR DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A,B & C, A w/LANAI & BONUS OPTIONS 2 4/13/2015 JAPPLIED TRUSSWAY TRUSSES TO ELEV B W/EXT LANAI Fc (1= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE tion W STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 I 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 N i•ez SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED 1N THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. " LW BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. 00 y q Q y �.q• n U 0 TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION ca CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESS 00 a LL C14 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. O 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 W CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. W 3/6" 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 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. 0 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. :}ILD/NO USANFORD #16.1453 T.j ' z W F- '0< C Uj U) 0 WW 0 wW U_L_1 BED / BAD - DRAFTING: tion W I I I I I IO O U3s W 0,0 ••• N i•ez -*4 Gj e-" U. �� �r-Q'A z " LW •, W 00 y q Q y �.q• n U 0 O 0 ca H 00 a LL C14 LL O W N Q O U 2 W W W J 13- Y 0 0 ED U z Q W ) I- W C W �_ i 05 co W O Z J LL F- U N� v, Z BED / BAD - DRAFTING: tion W J 0) ~ C)OwM E z 06 W (n J � U I- Z U- JOB No. . d Z UO❑�oo Ow �z !� J U IYZWo 0 C Z 0 O 0 ca H 00 a LL C14 > O W N Q O U 2 W W Y 0 ED Z � 0 m OCO U W W i- Iw o o F- 0. Z BED / BAD - DRAFTING: tion W J 0) ~ C)OwM E z 06 W (n J � U I- Z U- JOB No. . d Z UO❑�oo Ow �z !� J U IYZWo 0 Z) `COpa"T m W -- o = C Q❑(nE-z E O W<LUz U H 00 a LL C14 O W N Q O U 2 STRUCTURAL ENG: BED / BAD - DRAFTING: STRUCT: DP/EA QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED DATE 04/14/15 S1 c 0 v 30'-0" n 0Tf1MV CTYl FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O24"x24"x12" dp w/ #5's EQUALLY SPACED EA, WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x60"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND IN INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. FOUNDAT 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 AQTT NG SANFORD F�T���� 453 ION PLAN 1/411=11-011 z O 1=ZIW— 0 L O z 0 CL E2 (1 Z -j CLZ ¢� O � J U— oW 0 W 0 O U OLU WF -M E Z (j) J O zoo0�° L z —j U M i Wz`�° v, IY O Z a o v Q J LL 5a0pIL� W W Z Q�Wz E D = LL O o <WZO U O e��� 111 I t Illll/ - 00 s• CIL LII c Y j" ►LL F— �-� O 7` Z O � /lllllll1111` W a 0 z ZZ -j CLZ ¢� O � J U— > 7 ) -j Z (3 tio ZDrs OLU WF -M E Z (j) O zoo0�° L z —j U i Wz`�° v, J�� Z a o v Q 5a0pIL� Z Q�Wz E D = o <WZO i Q 0viQ�` W F— LL�NJ OVNQ _I o� O O o > LL W W i � Ia � 11 d' H 0 0 > W W W 0O � Z > W >-W0 'o a� F- ) STRUCTURAL ENG: BED / BAD � DRAFTING:. -STRUCT: DP/EA QC CHECK: CC JOB No TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 S2 V-41' 13'-4" i C i i c i io h rt io io C F C L c L c 2'-8" 16'-0" 2'-8" L 01 gUlkDiy� C SYMBOLS LEGEND SANIzORO Z R1Tl� h <C• W _ /11 v_ Uri Z "�I+� °•° fwd ` Q L.L LO ►IIIII� w<r C 00 J W F r N ZD 0NLLJz_C J J = Cn Z CC o c D Z 7 ■ INDICATES GROUT FILLED CELL WITH 1 VERT. #5 CONT. FTG. O H Q N = W =) -- < z E zO W� 0) > TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). Z C)LLj j '> W W v� W O O z �(�N¢ .J C a — O N L C > 0 �0 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. LU C W �-) W G Qlocz TO TIE BEAM. J F— 0. I— – - - e m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. o STRUCTURAL ENG: BED / BAD DRAFTING: '--STRUCT: DP/EA N QC CHECK: CC JOB No. z SCALE: AS INDICATED O 1=ZFW— o O Q L LU ■ F 00 CL 51-01, 3 -80 W Z) op LU o� o � C zo� � in h rt io io C F C L c L c 2'-8" 16'-0" 2'-8" L 01 gUlkDiy� C LO SANIzORO Z R1Tl� h <C• W _ /11 v_ Uri Z "�I+� °•° fwd ` Q L.L ►IIIII� w<r C 00 ZD 0NLLJz_C J J = Cn Z CC o c D Z 7 E Z »`CE- = W =) -- < z E zO W� 0) > O �LL �Qa '> W W v� W O O z �(�N¢ .J C /7 — O N L C > 0 �0 CoZ C W �-) W G Qlocz - _ J F— 0. I— 0 - e STRUCTURAL ENG: BED / BAD DRAFTING: '--STRUCT: DP/EA ZD QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED L J ■ F 00 51-01, 3 -80 ih o� � C � in C C ' C io 1 < 0o ifl L ■ ■ ``' L ■ c ■ 1'-8'" 5'-4" 1'-8" C C < o - C m C L C L G h rt io io C F C L c L c 2'-8" 16'-0" 2'-8" L 01 gUlkDiy� C LO SANIzORO Z R1Tl� h L C L C C E DOWEL LAYOUT PLAN 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ®■ Ur LO A Z ate'." <C• W _ /11 v_ Uri Z "�I+� °•° fwd ` Q L.L ►IIIII� w<r C i M DATE: 04/14/15 S3 Z 11 do r Uri Z W p ��� Own E 06 w<r C i (— 0NLLJz_C J J = Cn Z CC o c D Z 7 Z »`CE- = W =) -- < z E zO W� 0) > O �LL �Qa '> W W v� W O O z �(�N¢ .J C O N ) C �0 CoZ C W W M Qlocz - _ J F— 0. I— 0 DATE: 04/14/15 S3 11 Uri i 7 C O 7 O on 0) > w '> W W W O 0 , J G w �0 CoZ v I W M Qlocz F— 0. I— 0 STRUCTURAL ENG: BED / BAD DRAFTING: '--STRUCT: DP/EA QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 S3 oti C- C C- C- C- C- C- C- C- C C- Q F— N N 0 o-4 HQ 0 = 10'-0" T.O.M. �� = INTERIOR/EXTERIOR w V . � 0) - -4 -4 -4 W(nJ� O - W6 rn � � OD 'ROVIDE (2)2x12 SYP#2 ILOCKING BETWEEN 'RUSSES UNDER POST >UPPORTING GIRDER ABV. ATTACH USING (1 )HUC210-2 @ :A. END. TRUSS TO BE ILOCKED SOLID FOR HANGER kTTACHMENT #16-1453 L C L SANFORD C fARTN��� F FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL LEGEND C7 U C J W , Q F— N N 0 HQ 0 = 10'-0" T.O.M. �� = INTERIOR/EXTERIOR w V 11 p J z E 0 _) BEARING WALLS VERIFY p 06 W(nJ� O - W6 � HGT. W/ ARCHITECTURAL U) LU F H 0�wZ^c PLAN U.N.O. OR LINTEL ::) QOpC, OL� - -- " _ C0 Z Q�c~nF-z E y W LU O WU-w0o 0 0 Q � ) < 0 LL F- U N Z NJ O w 0Z�V I -z i ~ LL C W O W >- O U) HG0.N C) ) 0 ) 0. Y C D O U W STRUCTURAL ENG: BED / BAD C DRAFTING W 0 QC CHECK CC Z=00 JOB No. TM -2150318 #16-1453 L C L SANFORD C fARTN��� F FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. E C7 C 0 Wr- W J C� h V 11 p J z E 0 _) 06 W(nJ� O - W6 � Zj Q Ut-pU� 5 F H 0�wZ^c ::) QOpC, OL� - L _ C0 Z Q�c~nF-z E y W LU O WU-w0o 0 Q � ) < 0 LL F- U NJ w 0Z�V i ~ LL C W -- W >- O U) HG0.N ) 0 Y C7 C 0 � 11 " et to � F C > 0 m _ C0 y W LU 0 w w 0Z�V OJWW -- W >- O HG0.N 0 STRUCTURAL ENG: BED / BAD C DRAFTING -STRUCT: DP/EA QC CHECK CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 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) NO PLATE 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN BW2 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 1/2" THREADED ROD @ 48" O.C. 1160If p 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS OR WOLMANIZED. 16d NAILS H5.5x11.25 BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. OR ENDNAILS OR ENDNAILS UPLIFT OPENING SIZE, JACKS @ EA. END KINGS @ EA. END BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 pif 3rd. PT. BW6 12" ADJUST AS REQ'D TO MISS STUDS OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND 3140 3140 5" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 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. Y2" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x7x1/4" 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) Op (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) <8>5-1/4'W" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O 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 & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING 5 SEE PLAN FOR WALL WIDTH OPENING SIZE, JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'4" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12''o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN CO (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN FO (2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. <8>5-1/4"x5-1/4" LVL COLUMN. <8>5-1/4'W" LVL COLUMN. O7"x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & I" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ..NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 21" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES 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" FilMETA20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 m TO POST: SIMP. HTS20 OR LSTA18 oW°o 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 14' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24' TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS 5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 O F- TO BEAM: SIMP. HUC410 w/(18)16d & H2.5A w/(10)8d FRAME TO FRAME 535 600 (2)1.75"x11.25" LVL MTS 12 w/(14)10d x 12" NAILS NAILS & (18)4'x24" TAPCONS 7 E (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO POST: SIMP. HTS20 OR LSTA18 MGT w/(22)10d a' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & �- EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) EPDXY MIN. 7" EMBEDMENT 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 19 HTT4 w/(18) 16d x 22" NAILS wP," EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 1z' 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 GIRDER TO COL./ BEA 9100 4095 23 - - 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR 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 /zi/ Am TO POST: SIMP. HTS20 OR LSTA18 �M-tl- � • V' � TO BEAM: SIMP. HUC48 w/(14)16d NAILS Z (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" 0, PLATE TAPCONS W • • \ ON MASONRY: SIMP. META16 J m TO POST: SIMP. HTS20 OR LSTA18 oW°o ILL TO BEAM: SIMP. HUC410 w/(18)16d & Z Z (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24' TAPCONS �Oz ON MASONRY: SIMP. META16 NQ U TO POST: SIMP. HTS20 OR LSTA18 F- 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 O F- TO BEAM: SIMP. HUC410 w/(18)16d & - Fry (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 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)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 B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (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 FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION 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 ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 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 NAILS. 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 dVITH 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. AInTl* C 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. NOTES & CONNECTOR LEGEND FLOOR NOTES FOR MORE INFO. #1 6 - 1 45 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'- 0 " S,14�9EORD Z W O Q I _ Q 11 I � � U W (A Q !WWO W /lllllllll 0L C93 C* L0 0 /zi/ Am 00 ~ �M-tl- � • V' � l"��^fF3f('��f1 Z 0 �:i+rraj, J A : .., •W 4. w= z J ¢� Z 0, z 06 W • • \ J m �Y oW°o ILL O Z Z Oc6<a /lllllllll 0L O 0 ti moo: 0 U �M-tl- W Q Z 0 Z z OW Z C,.) CD 06 W LU LU VJ I-- W m U) Z oW°o LU O W O Z Z Oc6<a LW) F- STRUCTURAL ENG: BED / BAD DRAFTING: STRUC T: DP/ EA QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 S4.1 0 ti moo: 0 m �M-tl- Q OwM E 06 LLJ HZ LLC v Z Q 0 0 0 (9 00 (�! LLQ Y 0 ¢00o': U) m U) Z oW°o E O W<Wzo Oc6<a Q I- �Oz O NQ U 2 F- �NW O F- 0. - Fry STRUCTURAL ENG: BED / BAD DRAFTING: STRUC T: DP/ EA QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 S4.1 U U ti moo: W �M-tl- Q OwM E 06 LLJ HZ LLC v Z Q 0 0 0 (9 00 c J 0�wz,�u� Z~o 0 ¢00o': U) m U) Z C) :C 2 < I1 - E O W<Wzo Oc6<a Q I- V-XNJ Ow04 O NQ U 2 STRUCTURAL ENG: BED / BAD DRAFTING: STRUC T: DP/ EA QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 S4.1 WS06 STRAPS ON BOTH STRAPS ON BOTHS06 SD5 SIDES OF WALL SIDES OF WALL SD5 C w w w w C- w w w w w w w w w p`L O2 0 o y o 0 0 0 0 0 0 0 J04 J05 J06 0- H2x8 0- J06 J05 J04 �O J04 J05 WSO4 STRAPS ON BOTH SD5 SIDES OF WALL J06 F R10 R11 R12 R13 R14 R14 R14 R13 R12 R11 A STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW" � i' i�r► SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. WALL LEGEND � s BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) .............. WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 R15 R16 R17 R18 R19 R20 J04 w w w C- C - C -C- w w C- C) y i 'P OV ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B //t/0 SANFORD 6 'PARI #16 - 1 453 ROOF FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR 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 SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. WALL LEGEND = 10'-0" T.O.M. � = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUD'S MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B //t/0 SANFORD 6 'PARI #16 - 1 453 ROOF FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a W 0_ r CD LU z 0 U) AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 BAR SIZE BEND 0 PROVIDE LAP SPLICE LINTEL W/ 3000 LENGTH WIRE SCREEN 4' •r ^ "All "B" STANDARD #5 -SHEAR WALL psi CONC. PER : ,'::.. OVER COURSES ' SEGMENT 4 HOOK BAR. LAP =-� LINTEL PLAN. IF 21/4 NOT REQ'D TO 91/4 4 #4 OTHER BARS INTO 4 REBAR IS BE FILLED. 55/8 121/2 ° CORNER AS REQ'D 31/8 INDICATED IN 113/4 (SHEET METAL & 33/4 7 151/2 FRAME INFILL AROUi #6 •: LINTEL, #5 TO BE 14 30 PAPER FELT " WINDOW BY BUILDER 36 a, � 9 13/16 SEE FOUNDATION HOOKED INTO 51/4 9 13/161213/4, PROHIBITED) 42 10" HOOK " ' `'i• LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ RECESSED LINTELS BASED ON 4" NOMINAL BEARING. SIDE VERTICALS ' 2. 0 = NOT RATED. F ON EITHER SIDE U.N.O. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. f 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR j 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING r W WO ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. — 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. w 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY F Fos CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF A:.: ..: SUPPORT. L'A LL C ', • A— (2) 2X8 WOOD HEADER r so— .w ire �- — TURNED SIDEWAYS. DRAFTING: .�� <��'� '--STRUCT: DP/EA FIRST PLY 2X8 TO CC ..° ° e m' ° SCALE. DOOR OPENING ` O'• .. .° d •4 .. 4 q.. vJ a"tq. a •'• ° v .ap •, a i° 1-3/4" TAPCONS INTO 0 MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. Q ILL z . q ,4 e - ° Cq w 4 �2 W ° e ° a° �`I` ' ROUGH OPENING PER PLAN —; 4 e ° TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" ° SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 .v: LAP SPLICE BEND 0 LENGTH LAP SPLICE 4' •r ^ "All "B" NO -SHEAR WALL T OPENING : ,'::.. ° ' TYPI ' SEGMENT 4 41/4 =-� 15 21/4 41/4 91/4 4 #4 4 4 TRANSOM OPENING 3 55/8 121/2 ° #5 31/8 7 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" 0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 .v: LAP SPLICE BEND 0 LENGTH LAP SPLICE 4' •r ^ "All "B" NO -SHEAR WALL T OPENING : ,'::.. ° ' TYPI AL SHEAR WALL SEGMENT 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 4 TRANSOM OPENING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 .v: LAP SPLICE BEND 0 LENGTH LAP SPLICE 4' •r ^ "All "B" 11C11 "D" LINTEL PER PLAN • '' ` '' ' .: f : ,'::.. 11C11 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 TRANSOM OPENING 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 FRAME INFILL AROUi #6 •: -'w" 14 30 41/2 " WINDOW BY BUILDER 36 a, � 9 13/16 SEE FOUNDATION 35 51/4 9 13/161213/4, SEE WF01/SD3 FOR MORE INFO 42 J " ' `'i• LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ RECESSED LINTELS BASED ON 4" NOMINAL BEARING. L i 0 2. 0 = NOT RATED. F ON EITHER SIDE U.N.O. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. f 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR j 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING r W WO 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 F Fos CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF A:.: ..: SUPPORT. L'A LL C ', • (2) 2X8 WOOD HEADER r '- — TURNED SIDEWAYS. DRAFTING: '--STRUCT: DP/EA FIRST PLY 2X8 TO CC MASONRY WALL W/ TM -2150318 SCALE. 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) 0" GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE .0 �ti 190 "All "B" 11C11 "D" "All "B" 11C11 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 8 1/16 18 1/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/161213/4, 42 C: 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 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: U-) CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL W APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Q N STANDARD LINTELS STANDARD LINTEL NOTES w o CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B p 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. T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 g" BEARING EA. END o 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 V 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 z 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT OZ LU 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 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 W O C) 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS L 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. LU V-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 O W 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 O W O 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q W U 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS J 12'-8" 0 369/261 1002/984 1697/1361 2630/ 1738 In 13'-4" 0 328/0 1234/0 1779/0 2662/0 Q 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS 16'-0" 0 284/0 950/0 1379/0 1997/0 O 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. � > 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. w W 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM 090 W/ MINIMUM NET AREA COMPRESSIVE 0 22'-8" 0 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSI. (D RECESSED LINTELS -FILLED z CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE O o CM �n 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 0 ``r�111 I///// LLI 2'-4" 1694/1694 3725/3280 5499/5421 > '\10� 00 � CD 2'-8" 1425/ 1425 3343/3280 4933/4933 O� •�' ' ® Soo - r` LINTEL DESIGNATION SCHEDULE �'' J 3 -0 1230 / 1230 2769 / 2769 4085 / 4085 a ^� , 2�CL-< Z 0 3'-4" 1081/920 2769/1716 4085/2839 LINTEL F =FILLED WITH GROUT [ p� U 4'-4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED R = RECESSED Z L Uj CoQ; -= O 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1639 1329/2267 QUANTITY OF #5 REBAR @ J� Q ®" O ` z O 8RF6-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY �• 7'-4" 480/322 1334/1334 1964/1552 8 F 16-1 B/ 1 T Q `'"�',w� `���` r o 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O = "' CC a 8F8-1 B/1 T �— QUANTITY OF #5 REBAR AT TOP � ��/�j/®////� * ?`? ti w 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OC 8RF14-16/1T NOMINAL HEIGHT W /flllll111\ 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O NOMINAL WIDTH W 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ° 8F16-1B/1T CL 0TYPE DESIGNATION 2 E 8RF14-0B/1T O U Oz F 8F16-0B/1T 1-1/2" CLEAR 0 8F20-1B/1T Qcli � _ #5 REBAR AT TOP MIN. (1) REQ'D 13'-4" �" 8F20-OB/1T CL Q Z ° C.M.U. OO 8RF22-1 B/1 T a M GROUT U O 8F24-1B/1T z ° #5 REBAR AT BOTTOM OF LINTEL p ca CAVITY W BOTTOM REINFORCING PROVIDED z D o 0 8RF22-0B/1T7-5/8* ACTU L IN LINTEL (VARIES) 0 0 8F24-OB/1T 8" NOMINAL WIDTH O FILLED 16-0" L -L LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK LINTEL 4DO REBAR SPLICE DETAIL SCALE: 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. #1 _ 4155 \VILLI% C C SANFORD , C F PLA 1/8"= 1 1-011 0" 8RF30-1B/1T Q z C.M.U. D- z 0 8F38 -1 B/1 T W U .0 �ti 190 0 8F32-1B/1T 1-1/2" CLEAR Ca _ #5 REBAR AT TOP MIN. (1) REQ'D U rL r O 8RF30-0B/1T O 8F32 -0B/1T LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK LINTEL 4DO REBAR SPLICE DETAIL SCALE: 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. #1 _ 4155 \VILLI% C C SANFORD , C F PLA 1/8"= 1 1-011 W ui fA Q z C.M.U. p z 0 8F38 -1 B/1 T L6 Z 1-1/2" CLEAR .0 �ti 190 LLN �J 0UNQ o (n Uro. rL r O 8F12-1B/1T r EO O Z -'w C! ME 11 W o z w (/)°°.. TOP KNOCK OUT/ LINTEL BLOCK �I�-�I` BOTTOM REINFORCING PROVIDED O 06 LU z (0 -U J rn O 8F40-1B/1T 00 U 0I- #5 REBAR AT BOTTOM MIN. (1) 7-5/8" ACTUAL IN LINTEL (VARIES) Q C C7 Q O Z U !- p CO oo �J � 1-16 GA. POWERS STEEL BOXED 0 m Ow 8F28 -1B/1T 8" NOMINAL WIDTH U O ^ O w z CO H cn_F -� c C W UNFILLED w L.L J tnWz�o 0 ¢ 0 0 � � co -- 0 Q 8F40 -0B/1T SAFE LOAD TABLE NOTES J Zlz- I_ILL!W o LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK LINTEL 4DO REBAR SPLICE DETAIL SCALE: 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. #1 _ 4155 \VILLI% C C SANFORD , C F PLA 1/8"= 1 1-011 W ui fA F L6 Z 1-1/2" CLEAR z LLN �J 0UNQ U::::#5 rL r a~ C, Ca REBAR AT TOP MIN. (1) REQ'D < � 11 W o z w (/)°°.. TOP KNOCK OUT/ LINTEL BLOCK ~~ COURSE in 0 .. N 00 U 0I- #5 REBAR AT BOTTOM MIN. (1) �0W_ REQ'D C C �J � 1-16 GA. POWERS STEEL BOXED 0 m Od z 7-5/8" ACTUAL LINTEL _ u)' 8" NOMINAL WIDTH C W POWERS STEEL c e W 0 C SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. L i 0 2. 0 = NOT RATED. F 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR j 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W WO 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 F Fos CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF L SUPPORT. LL C 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. C 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. r LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK LINTEL 4DO REBAR SPLICE DETAIL SCALE: 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. #1 _ 4155 \VILLI% C C SANFORD , C F PLA 1/8"= 1 1-011 DATE: 04/14/15 S5 W W oO<oLu W z LLN �J 0UNQ - J r � 11 W W N DATE: 04/14/15 S5 o r � 11 d' N C �J 0 m _ u)' W W 0 1 i 0 00 ��OC i U W WO — i 0 ~ a Fos LL STRUCTURAL ENG: BED / BAD DRAFTING: '--STRUCT: DP/EA QC CHECK CC JOB No. TM -2150318 SCALE. AS INDICATED DATE: 04/14/15 S5 (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN (1) #5 FROM FTG. TO An TIE BEAM SPLICE TO BE MIN. 25" GROUT lirCELL SOLID MASONRY WALL SEE PLAN w ' CONCRETE SLAB PER FOUNDATION PLAN j 'I4 4 VARIES a: SEE PLAN b' W m 4 1'. GRAnF I III ° �.° GRADE m w (2) #5 BARS CONT. i I _II II I I (2) #5 BARS CONT. FR CLEAN COMPACTED W/ 3" COVER TYP. 3COVER CLEAN COMPACTED W/ 3 COVER TYP. 3COVFILL @ 95% STANDARD FILL @ 95% STANDARD 1'-4" DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING 1 3/4"=1'-0" \ % 3/4"=1'-011 OPT. MASONRY CURB \�•../ @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN " OPTIONAL CURB BY ' I BUILDER CONC. SLAB PER 8"x12" THICKENED BARS REQ'D & FTG TO DENSITY u- �:; BE 20" WIDE tL O NON-BEARING SLAB STEP DOWN #FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z N VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" � 3/4"=1'-0" � 3/411=11.011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS v 8 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 1 FOUNDATION PLAN w/ 3" COVER TYP. \ a64 a. . , a GRADE a a UJI e r �d Vd I—I I I=1 I I=1 11—I I ' 4. __ o Co ° d r d°_� . � �• e'd .'d °�. ° � � � ad � ' I � I III—III—III—� I—I e d ' —_ � ° ��I° ' a d �7 ° I ---I—II— I --_—IIII_--I I __ III__8I1II 1 4I( "iI�—---I I =II I I I I=II1—I1=ISI-1I II 1I =ISII--1I I ,—IISI_II--) I ==IISIII —1I II �—III�I—II —I - I I —I,I11I I II_; 'a �- L'- IIr1��d d-4-'. � d' -•y �•�d-°� 4�4. d° ad —S I -- I d 4° . ° , Q wa. WW I 511 ' _=II °AI— =- I) I� L- W - —III—I — (2) #5 CONT. w/ 3" „ 0 (2) #5 CONT. w/I3'� ( _ (= 16" MIN.= I : COVER TYP. 1 -4 (2) #5 BARS CONT. W/ 3" COVER TYP. MCOVER TYP. -� I —III—III—III—III—I — (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRY fiFO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL 3/4"=V-0" 3/4"=1'-011 3/4"=1'-011 ® FILLED CELL PER PLAN - -- ---- --- -• - - 411 GARAGE TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND _ f DRIVEWAY BY 4„ BUILDER- CONCRETE OR PAVERS 00 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY g" 3" COVER TYP. 8" x 8" THICKENED EDGE w/ (1) #5 CONT. VLIYVI 1 1 1171 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" Ln UJI H °' MASONRY WALL z e' n7., 1 I CfJ 47 p W= (0 LO Q +1 F Q' '•.° : °.. CONIC. SLAB PERSLOPE (1) #5 FROM FTG. TOFOUNDATION F-- o z z co < IF BRIG. WALL ABOVE- PLAN TIE BEAM MIN. 25" HOLD BRIG WALL BACK + MFG 2x BRIG WALL PER 14 SPLICE GROUT CELL w 2x BRIG WALL PER WN ` .d. SOLID PER PLANS �a� a• FOUNDATION PLAN d J -BOLT W/ MIN. 6" �. SO GYP FINISH IS PLAN AND BEARING Q PLAN AND BEARING Z —°— 1/2" THRESHOLD PER MFG U — — — �• #5 x 25" x 25" CORNER d r ° 0 PAST DEEPEST STEP BAR, ONE FOR EA. cin —° — - - FLUSH w/ FOUNDATION a.. .p WALL SCHEDULE CONC. SLAB PER - U WALL SCHEDULE .. . a - -N =I `�i . ° ° d REBAR, TYP. U.N.O. w FOUNDATION PLAN 1a REQ'D 'd a.. BELOW d� d ,� e p (2) ' SLOPE W/ 3" COVER TYP.; @ 1'4" U 2 -STORY CONDITION UO MIN 4" PER MFG SLOPE EXT. SURFACE '' (3) #5 BARS w/ 20" U) WCONC. SLAB PER (1) #5 CONT. w/ 1-1/2" I W FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4 FOUNDATION PLAN CONC. SLAB PER ' z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN Z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE N a w > W �W a� z O CD d . . d a °: a q d. d . ; ♦ '.d . . ' Xd T " ° " I "° M G ' e ° I • H -+j 1'' LI J �LF° " —_ '"`_III—III 1 d 45 p riffi�lq�l ° ° ° d d. ° _ I ° I d . _ — d =I_ _ _ -III—III—III— ' IA1___° • 6°' .�:.: W •• _ _ _ _— II I— I II —° —_ _— —I –I _I—III—I III— I -- — —_ d I I—I ISI I I 4' H- ' 1, 111=1 _ = 1= I 111- III I I I III=1 I I I I o I 1_ I8�' I -- —, I __I I — I I I I I I I _ _a _ = I I' D III ( I I V I; 0 I III III III— (D W O 16"01 w I I 81, 811 D C CLEAN COMPACTED > (2) #5 BARS CONT. w/ 3' CLEAN COMPACTEDCLEAN (2) #5 BARS CONT. wJ 3" COMPACTED J M FILL 95% STANDARD U COVER TYP.; AT 811 8" FILL 95% STANDARD @ COVER TYP.; AT FILL @ 95% STANDARD m DENSITY (2) #5 BARS CONT. w/ 3' co 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY Q 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO W 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE J BARS REQ'D & FTG TO DENSITY u- �:; BE 20" WIDE tL O NON-BEARING SLAB STEP DOWN #FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z N VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP 3/4"=1'-0" � 3/4"=1'-0" � 3/411=11.011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS v 8 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. 1 FOUNDATION PLAN w/ 3" COVER TYP. \ a64 a. . , a GRADE a a UJI e r �d Vd I—I I I=1 I I=1 11—I I ' 4. __ o Co ° d r d°_� . � �• e'd .'d °�. ° � � � ad � ' I � I III—III—III—� I—I e d ' —_ � ° ��I° ' a d �7 ° I ---I—II— I --_—IIII_--I I __ III__8I1II 1 4I( "iI�—---I I =II I I I I=II1—I1=ISI-1I II 1I =ISII--1I I ,—IISI_II--) I ==IISIII —1I II �—III�I—II —I - I I —I,I11I I II_; 'a �- L'- IIr1��d d-4-'. � d' -•y �•�d-°� 4�4. d° ad —S I -- I d 4° . ° , Q wa. WW I 511 ' _=II °AI— =- I) I� L- W - —III—I — (2) #5 CONT. w/ 3" „ 0 (2) #5 CONT. w/I3'� ( _ (= 16" MIN.= I : COVER TYP. 1 -4 (2) #5 BARS CONT. W/ 3" COVER TYP. MCOVER TYP. -� I —III—III—III—III—I — (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE V-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @ SHOWER AT MASONRY fiFO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL 3/4"=V-0" 3/4"=1'-011 3/4"=1'-011 ® FILLED CELL PER PLAN - -- ---- --- -• - - 411 GARAGE TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND _ f DRIVEWAY BY 4„ BUILDER- CONCRETE OR PAVERS 00 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY g" 3" COVER TYP. 8" x 8" THICKENED EDGE w/ (1) #5 CONT. VLIYVI 1 1 1171 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE — — CONC. SLAB PER FOUNDATION PLAN FLOOR 8II PENETRATION C.M.U. FINISH PER FINISH LOO ELEV. d a . 4 4 —I PENETRATING FINISH FLOOR g — — aQ d GRADE PIPE PENETRATING PIPE _= I I I—III I — I- - ee. _ SEE FDN- ( =I a a I PLAN FOR I- _ LOOP TIE (TYP.) o ( __ (= da •� 4 &REINF. PIPE PERPENDICULAR TO FND =I--_� - `' i,�`e • + d I — TOP (2) #5 x 4'-0" PVC SLEEVE MIN. _ = I= FOOTING PER PLAN _ z — i-- u� - _ I = = I—I (—) I —I CENTERED AT PIPE PVC OR SCH40 SLEEVE DIAMETER TO BE 2 —I 11=1 11=1 I- 2 I I = I I=I (— PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN _—I I_ PENETRATION THE FILL @ 95% STANDARD I_� =III I I a 4-- THANa . SIDE VIEW DENSITY I I—I I=,SEFOR SIZEAN _I PENETRATING PIPE ( ) PVC SLEEVE & REINF. , • . (FRONT VIEW) - I = o _ PIPE VERTICAL THRU FDIN �—_—D 4 TYPICAL FOUNDATION PENETRATIONS —' I 1=1 I I-III=III NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. OR GRADE 1/4" PER WIDE FOOTING z FOOT AWAY FROM CLEAN COMPACTED 0 BUILDING FILL @ 95% STANDARD ELASTOMERIC JOINT DENSITY O tY FILLER a u.i EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" ��,j1LDliyC, , SANFi RE) ® fAR, Ga Ln UJI H °' MASONRY WALL z e' n7., 1 I CfJ 47 p W= (0 SEE PLAN Q +1 F Q' '•.° : °.. CONIC. SLAB PERSLOPE (1) #5 FROM FTG. TOFOUNDATION F-- o z z co < •PER PLAN TIE BEAM MIN. 25" #5 CONT. + MFG 14 SPLICE GROUT CELL w REINFORCEMENT SEE ` .d. SOLID PER PLANS �a� a• FOUNDATION PLAN d FOR QUANTITY �. —°— THRESHOLD PER MFG U — — — �• #5 x 25" x 25" CORNER d r ° 0 ° BAR, ONE FOR EA. cin —° — - - b e ° — — a . ' e ° Q a.. .p HORIZONTAL CONC. SLAB PER - U —T I I .. . a - -N =I `�i . ° ° d REBAR, TYP. U.N.O. w FOUNDATION PLAN 1a w 'd a.. #5 BARS CONT. d� d ,� e (2) ' SLOPE W/ 3" COVER TYP.; @ 1'4" U 2 -STORY CONDITION UO PER MFG SLOPE EXT. SURFACE '' (3) #5 BARS w/ 20" U) TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE — — CONC. SLAB PER FOUNDATION PLAN FLOOR 8II PENETRATION C.M.U. FINISH PER FINISH LOO ELEV. d a . 4 4 —I PENETRATING FINISH FLOOR g — — aQ d GRADE PIPE PENETRATING PIPE _= I I I—III I — I- - ee. _ SEE FDN- ( =I a a I PLAN FOR I- _ LOOP TIE (TYP.) o ( __ (= da •� 4 &REINF. PIPE PERPENDICULAR TO FND =I--_� - `' i,�`e • + d I — TOP (2) #5 x 4'-0" PVC SLEEVE MIN. _ = I= FOOTING PER PLAN _ z — i-- u� - _ I = = I—I (—) I —I CENTERED AT PIPE PVC OR SCH40 SLEEVE DIAMETER TO BE 2 —I 11=1 11=1 I- 2 I I = I I=I (— PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN _—I I_ PENETRATION THE FILL @ 95% STANDARD I_� =III I I a 4-- THANa . SIDE VIEW DENSITY I I—I I=,SEFOR SIZEAN _I PENETRATING PIPE ( ) PVC SLEEVE & REINF. , • . (FRONT VIEW) - I = o _ PIPE VERTICAL THRU FDIN �—_—D 4 TYPICAL FOUNDATION PENETRATIONS —' I 1=1 I I-III=III NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. OR GRADE 1/4" PER WIDE FOOTING z FOOT AWAY FROM CLEAN COMPACTED 0 BUILDING FILL @ 95% STANDARD ELASTOMERIC JOINT DENSITY O tY FILLER a u.i EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" ��,j1LDliyC, , SANFi RE) ® fAR, Ga U r^ � V , z U)~Q �- W r� JOu.iM E Q Otj F- Z(nL-Li� V [ V Q OW ( 'rC--. Z U1-p0�75 Z F- U�Ujz� J O -j U)WZWov a _ Z QSU)Hz E 0 W< ZO J Q Q� O� Qo- C w 7� z U W N ] F- ` o N r � G Lu O Lu C LU LL C J � 11 C p m _ > LU a W pC W 0 1 Z _ j U -jCnOC ,w >-W0 — %o ��-ah C STRUCTURAL ENG BED / BAD DRAFTING: -STRUCT: DP/EA QC CHECK CC JOB No. TM -2150318 C SCALE: AS INDICATED DATE: 04/14/15 SD1 Ln CL 00 Q LL � z 1 I CfJ 47 p W= (0 U Q' p Ci F-- o z z co < O., LL //iiRlllM\ U r^ � V , z U)~Q �- W r� JOu.iM E Q Otj F- Z(nL-Li� V [ V Q OW ( 'rC--. Z U1-p0�75 Z F- U�Ujz� J O -j U)WZWov a _ Z QSU)Hz E 0 W< ZO J Q Q� O� Qo- C w 7� z U W N ] F- ` o N r � G Lu O Lu C LU LL C J � 11 C p m _ > LU a W pC W 0 1 Z _ j U -jCnOC ,w >-W0 — %o ��-ah C STRUCTURAL ENG BED / BAD DRAFTING: -STRUCT: DP/EA QC CHECK CC JOB No. TM -2150318 C SCALE: AS INDICATED DATE: 04/14/15 SD1 DATE: 04/14/15 SD1 u PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL �.�r " U.N.O. CHORD WITH (4) 10d FROM TOP CHORD (2: a a (1) #5 VERTICAL IN F BUCK FRAMING INFO WALL WITH STUDS @ GROUT FILLED CELL (IF 16" O.C. W/ ` 2 2x #2 SYP SEE PLAN ( ) REQ'D PER PLAN) E STRUCTURAL FOR BEAM SIZE STRUCTURAL COMPANY SHEATHING ON BOTH DOUBLE TOP PLATE NOTE: SEE MD08 ON SHEATHING ON BOTH q' SIDES FROM TOP OF LINTEL PLAN FOR ADDIT'L REBAR INFO 2x4 VERTICAL @ 24" W/ GALVANIZED SIDES FROM TOP OF f� WALL TO BOTTOM OF DETAIL CC WALL TO BOTTOM OF VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL — SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TOt;l�: _ 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 — THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PFR 9YA f ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD: O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1: CONT. F1 KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOR WALL CHORD WITH (4) 10d FROM TOP CHORD (2: a a 2x4 #2 SYP BLOCKING WALL WITH STUDS @ BUCK FRAMING INFO WALL WITH STUDS @ x4 SPF CONT. 16" O.C. W/ �, CO CONT. ROOF SHEATHING NAIL PER PLAN 2 2x #2 SYP SEE PLAN ( ) 16" O.C. W/ 3/8" DIA. ANCHOR STRUCTURAL FOR BEAM SIZE STRUCTURAL COMPANY SHEATHING ON BOTH DOUBLE TOP PLATE CENTERED SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF �'' 2x4 VERTICAL @ 24" W/ GALVANIZED SIDES FROM TOP OF JAILS WALL TO BOTTOM OF THREADED ROD PER I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER CHORD & (3) 10d NAILS + RADIUS AS REQ'D BEAM. ATTACHED PER PLAN / BEARING WALL NAILING SCHEDULE I FRAMING DETAIL IF WALL HEIGHT IS NS 16d OH (NAILE f.L4 SHEARWALL BETWEEN 4FT & 8FT, + + @ EAC4) END USE 2x6 SYP #2 STUDS CONC. SLAB - .:.•f ' ; SCHEDULE. ONLY + SEE FOUNDATION NAIL SCAB TO TOP ` PLAN FOR MORE INFO — III=11 J C H O RAFTER 1 16d COMMONS END CHORD WITH (3) 10d REQUIRED WHEN + NAILED TO VERTICAL 2 4 BLOCKING W/ 2 U N W : . (2) BAYS PAST A/C INDICATED ON LOCATION. MIN (3) BA I °4 C W 2x4 BLOCKING GARAGE WALL SCHEDULE. MIN 6" W BETWEEN TRUSSES TO EACH TRUSS. TYF BEYOND FROM END OF WALL / EACH SIDE W >w0 DOUBLE TOP PLATE w/ u Q W MASONRY WALL. p i— CL 1 STANDARD TRUSS – 2x6 P.T. BUCK EACH TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER SIDE OF OPENING BLOCKING PER BRIG C WALL SCHEDULE STRUCTURAL ENG: BED / BAD L DRAFTING: (5) 3/8" DIA. J -BOLT W/ 7-STRUCT: DP/EA QC CHECK: f ------ --- 5-1/2" EMBED. AT EA. ------ U JOB No. TM -2150318 C SCALE: AS INDICATED DOOR BRACKET, EA. BASE PLATE DATE: 04/14/15 SIDE OF DOOR. CONNECTION PER BRIG ° PROVIDE 1-1/2" x 3/16" WALL SCHEDULE THICK WASHER W/ EA. ANCHOR. (1st BOLT TO °� f BE 8" MAX. ABV. CURB, REST EQ. SPACED —24" O.C.) I PT BASE PLA', 1/2"=1 LINTEL (SEE PLAN) – 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END D03� BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER :RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL W/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 z" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP &BOTTOM OR 4' x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE —� END VIEW w/ CMU HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD CHORD WITH (4) 10d FROM TOP CHORD (2: MIN. 2x4 SPF #2 KNEE 2x4 #2 SYP BLOCKING WALL WITH STUDS @ REQ'D @ TOP CHORD D03� BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER :RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL W/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 z" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP &BOTTOM OR 4' x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE —� -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED WFO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP MIN. 2x4 SPF #2 KNEE ---Y r CHORD WITH (4) 10d FROM TOP CHORD (2: MIN. 2x4 SPF #2 KNEE 2x4 #2 SYP BLOCKING WALL WITH STUDS @ REQ'D @ TOP CHORD WALL WITH STUDS @ x4 SPF CONT. 16" O.C. W/ �, CO CONT. ROOF SHEATHING NAIL PER PLAN 2 2x #2 SYP SEE PLAN ( ) 16" O.C. W/ 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL COMPANY SHEATHING ON BOTH DOUBLE TOP PLATE ( SHEATHING ON BOTH '/16" OSB W/ (2) 8d SIDES FROM TOP OF �'' 2x4 VERTICAL @ 24" W/ GALVANIZED SIDES FROM TOP OF JAILS WALL TO BOTTOM OF ] I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER CHORD & (3) 10d NAILS + RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE I FRAMING DETAIL IF WALL HEIGHT IS NS 16d OH (NAILE NAILING SCHEDULE -0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED WFO 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 �, CO CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF IF NO WEB IS PRESENT SUPPLIED BY A/C EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D ,,, `O TO TOP CHORDS OF TRUSSES BELOW WHENTUD �' 1 SPH4 EVERY ATTACHED PER THER TO O S NAILING SCHED. COMPANY BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE Z (3) 10d NAILS TYPICAL 2x4 FRAMED CRICKET J �'' 2x4 VERTICAL @ 24" W/ GALVANIZED AT EACH TRUSS 1 E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING ] 2x4'X' BRACE ACROSS A H A CHORD & (3) 10d NAILS + ` f LENGTH OF TO TOP CHORD; NOTE 0 I FRAMING DETAIL IF WALL HEIGHT IS NS 16d OH (NAILE �<=)(nl—z W< Lu O O SHEARWALL BETWEEN 4FT & 8FT, + + @ EAC4) END USE 2x6 SYP #2 STUDS CONC. SLAB - .:.•f ' ; > + SEE FOUNDATION NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN PLAN FOR MORE INFO — III=11 J C H O RAFTER 1 16d COMMONS END CHORD WITH (3) 10d TOP AND BOTTOM MII + NAILED TO VERTICAL 2 4 BLOCKING W/ 2 U N W NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BA C W 2x4 BLOCKING LAP W/ (2) 16d NAILS IM W BETWEEN TRUSSES TO EACH TRUSS. TYF TOENAILED TO EACH SIDE W >w0 DOUBLE TOP PLATE w/ u Q W 10d NAILS @ 4" O.C. p i— CL 1 STANDARD TRUSS – ) TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN KNEEWALL AT UPSET BEAM 3/4"=1'-0" I PERP. SHEARWALL CONNECTION TO TRUSS I B01 A/C IN TRUSSES PRE -CAST LINTEL PERU -) W PLAN Q ll N (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 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 x „ X „ „ 2x8 3/16" x 3" 12" O.C. 2 P: Q (V O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. I�LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT Iti F O F B ROOF SHEATHING FOR STRAP CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT &FRAME �, CO CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF � 0) U) Z H M EO ,,` EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D ,,, `O TO TOP CHORDS OF TRUSSES BELOW WHENTUD �' 1 SPH4 EVERY ATTACHED PER THER TO O S NAILING SCHED. j BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE Z w 2x4 FRAMED CRICKET J �'' 2x4 VERTICAL @ 24" W/ GALVANIZED , 1 E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING ] NAILS TO BOTTOM + + A H A CHORD & (3) 10d NAILS + ` f J O 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE 0 I FRAMING DETAIL IF WALL HEIGHT IS NS 16d OH (NAILE �<=)(nl—z W< Lu O O B G DOUBLE TOP PLATE B O BETWEEN 4FT & 8FT, + + @ EAC4) END USE 2x6 SYP #2 STUDS CONC. SLAB - .:.•f ' ; > + SEE FOUNDATION SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR @ 1 c GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO — III=11 J C H O RAFTER 1 16d COMMONS END I I— 1 + NAILED TO VERTICAL 2 4 BLOCKING W/ 2 U N W C W IM W 0 z FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, z FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM Z W ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK w 0 Q 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, Q STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN � i2 THIS CASE. W 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x W BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" OU D O.C. @ EACH SUCCESSIVE BUCK O W O 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME z C) c) (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET m 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 O J W W W ILL O s z o01111 C* LO to 00 SHEATHING PER PLAN STRUCTURAL®:�/✓ •• r t_1 Ci TYP. TRUSS TO FRAME SHEATHING'S Wca z Lu CONNECTION PER TYP. TRUSS TO FRAME STD. CONNECTOR CONNECTION PER : j ® * �• Z O L44 I NOTES STD. CONNECTOR••. Z cow EDGE ASFRAME UT TO REQ'DBLOCK NOTESFRAME OUT TO BLOCK Q ��T�/ °. °* p• ��\\` O EDGE ��///Ill{1111111tti���`` LL y (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE 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 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END 2x PT BOTTOM PLATE PRECAST LINTEL OR KNOCK OUT COURSE MASONRY WALL (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED PER PLAN) MIN. 2x4 SPF #2 KNEE WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL SHEATHING FROM TOP OF WALL TO BOTTOM OF WALL. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS AT TOP AND SPI CLIPS a<. AT BASE ARE REQ'D KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS __--- SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION , ;. TOP OF MASONRY qF SEE ARCH PLANS FOR -�- OVERHANG INFO RE. ELEV FOR O.H. F01 DORMER FRAMING DETAIL TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LU WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND COMMON TRUSS PER PLAN OR CONV. FRAMING w/WE 16d COMMONS END) + 2x4's I I I' \ PLAN MASONRY WALL PER JO STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL SEE FOUNDATION FINISH PER ARCHSFIN G 2x4's + + DETAILS FOR FTG INFO OCURVED ROOF TRUSSES PER PLAN OR CURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN SANFORD NAILED @ 6" O.C. STAGGERED o �r NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D It MO CHIMNEY FRAMING DETAIL ASO TYPICAL ONE STORY CMU WALL SE N 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.. 3/4"=1'-0" #16- 1,453 ] O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. CHIMNEY CAP SPECS W/ 2" MIN. I�LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT Iti F O F B ROOF SHEATHING FOR STRAP CLEAR BETWEEN FLUE TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT &FRAME �, CO CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING NEAREST ROOF � 0) U) Z H M EO ,,` EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D ,,, `O TO TOP CHORDS OF TRUSSES BELOW WHENTUD �' 1 SPH4 EVERY ATTACHED PER THER TO O S NAILING SCHED. j BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE Z BELOW AND CONNECT w/ HTS20" C. @ 32O. 2x4 FRAMED CRICKET J �'' 2x4 VERTICAL @ 24" W/ GALVANIZED , 1 E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING ] NAILS TO BOTTOM + + A H A CHORD & (3) 10d NAILS + ` f J O 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE 0 I FRAMING DETAIL IF WALL HEIGHT IS NS 16d OH (NAILE �<=)(nl—z W< Lu O O B G DOUBLE TOP PLATE B O BETWEEN 4FT & 8FT, + + @ EAC4) END USE 2x6 SYP #2 STUDS CONC. SLAB - .:.•f ' ; > + SEE FOUNDATION SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR @ 1 c GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO — III=11 J C H O RAFTER 1 16d COMMONS END I I— 1 + NAILED TO VERTICAL 2 4 BLOCKING W/ 2 U N F01 DORMER FRAMING DETAIL TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LU WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND COMMON TRUSS PER PLAN OR CONV. FRAMING w/WE 16d COMMONS END) + 2x4's I I I' \ PLAN MASONRY WALL PER JO STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL SEE FOUNDATION FINISH PER ARCHSFIN G 2x4's + + DETAILS FOR FTG INFO OCURVED ROOF TRUSSES PER PLAN OR CURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING TRUSS PER PLAN SANFORD NAILED @ 6" O.C. STAGGERED o �r NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D It MO CHIMNEY FRAMING DETAIL ASO TYPICAL ONE STORY CMU WALL SE N 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited.. 3/4"=1'-0" #16- 1,453 ] Z ti ~C o ~ u1�1� W � 0) U) Z H M EO W al W U) U j Z CY U000(50 J J Wz,�v� U) Zia ] 0�0��� Z E . i 0 O �<=)(nl—z W< Lu O O J > z Z 0 Q ( J W O U N C W IM W 0 z W >w0 U) u Q W _ p i— CL 1 ! 1 I�2 ) u1�1� J 11 UUjW Ln ] C Z 0 Q m J > [L'Ujp 1 IM 0 z W >w0 u Q W _ p i— CL ) C STRUCTURAL ENG: BED / BAD L DRAFTING: 7-STRUCT: DP/EA QC CHECK: CC ------ --- -------------------- ------ U JOB No. TM -2150318 C SCALE: AS INDICATED DATE: 04/14/15 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER GABLE BRACING + 2x4 BLOCKING @ EA. CONDITION IS REQUIRED. CONTACT EOR TRUSS ROOF SHEATHING PER DOUBLE 2x TOP PLATE PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. FASTEN SIDE WALL A35 DIAGONAL TO iv WHERE O.H. IS > V-0", DROP SHEATHING PER PLAN. BRACE TO PLATE TRUSS BOT. CHORD j (5) 16d NAILS BRACE INTO BLOCKING, (4) 8d TO BLOCKING PT 2x8 PLT., CANT. FOR EXT. SHEATHING; 0F-0Ur co O w z GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. ATTACH PER PLAN )P EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ FRAME WALL CONNECTION 11 EACH END AND 32" O.C. ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ��/ CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + 2x4 BLOCKING @ EA. CONDITION IS REQUIRED. CONTACT EOR OUTLOOKER (MAX. ROOF SHEATHING PER FOR ADDITIONAL INFO AS REQ'D PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. SIMPSON A23 @ EACH A35 DIAGONAL TO iv WHERE O.H. IS > V-0", DROP TRUSS PER PLAN — BRACE TO PLATE TRUSS BOT. CHORD j W 3 1/4" HOLD 1/2" J -BOLTS w/ INTO BLOCKING, (4) 8d END NAILS @ EA. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" 0F-0Ur co O w z GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ (2) 16d TOE NAILS 11 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w BRACE TO LEDGER MAX. ATTACHMENT w/ (3) 10d _ NAILS @ EA. END. z TOENAILS EA. END J PROVIDE 16d NAILS _ 0WNJ O W N Q DOUBLE TOP PLATE GABLE END TRUSS"TO¢ c 2x TOP PLATE TO "- PLT.@12" O.C. MAX. = U �4 GABLE END W/ 16d iI \ NAILS @EACH WEB Q < ca O NAILS @ 6" O.C. O.C. TO RUN BACK TOp TRUSS PER PLAN Z FRAMING FOR FALSE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH CMU WALL OR LINTEL a = r HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) ATTACH PER PLAN BELOW , 10d NAILS @ EA. TRUSS \ STUDS TYP. BASE BRACE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. _p FASTEN ROOF TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ W 0 #5 CONT. SINGLE BASE & TOP — SHEATHING PER PLAN PLATE w/ PLYWOOD FALSE BM PER PLAN 16" O.C. SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. SHEATHING COVERING IF REQ'D CHART CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ��/ H GABLE BRACING + 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE I END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 1'-9" MAX. VARIES I H �— RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" IN FIELD FRAMED VALLEY DETAIL GABLE BRACING CHART H GABLE BRACING + LO NO BRACE REQUIRED WHERE O.H. IS > 1'-0", (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" __FSTRONGBACK WHERE O.H. IS > V-0", DROP TRUSS PER PLAN — DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d j W \ INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 DIAGONAL BRACE DROP END GABLE w/ z 0F-0Ur co O w z GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d L N (2) 16d TOE NAILS 11 — SIMPSON H2.5(TYP.) Q�U)►—z E W/ (2) 12d END NAILS BRACE TO LEDGER U — HOLD WALL 3-1/2" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. @ 48" O.C. TO 3RD OUTLOOKERS @ 24" O z W ZO 0WNJ O W N Q DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN U BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ W 0 \ NAILS @EACH WEB BAY REQ'D w/ O.C. TO RUN BACK TOp TRUSS PER PLAN Z EXTERIOR SHEATHING. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN ATTACH PER PLAN LSTA18 HEADER TO I�2 \ STUDS TYP. BASE W (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. _p FASTEN ROOF TO BOTTOM CONNECTION W 0 2x8 #2 SPF STUDS AT — SHEATHING PER PLAN 16" O.C. SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. \ CHART WITH (3) 12d TOENAILS. LO r ` 0- MASONRY WALL OR --- —�'f 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN +" p' IN CMU. OR SIMPSON \ \ SIDE OF EA. STUD. + GABLE BRACING ( ) BLOCKS w/8d NAILS SEE ELEV. FOR — TITEN HD @ 32" O.C. & CENTERED BETWEEN — 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION CMU VAULTED CONDITION @ 6" O.C. O.H. SIZE FOR REQ'D FLASHING SEE CHART GABLE WITH H2.5 CLIP. 0 U W \ CONT. 2x4 0 MAX 2'-0" O.H. C) GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED WHERE O.H. IS > 1'-0", (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" __FSTRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN — DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d j W \ INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 DIAGONAL BRACE DROP END GABLE w/ z 0F-0Ur co O w z NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS 11 — SIMPSON H2.5(TYP.) Q�U)►—z E W/ (2) 12d END NAILS BRACE TO LEDGER U — HOLD WALL 3-1/2" @ EACH END @ 48" O.C. TO 3RD OUTLOOKERS @ 24" O z W ZO 0WNJ O W N Q DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN U 2x4 LEDGER (2) 10d — HEADER PER PLAN IF \ NAILS @EACH WEB BAY REQ'D w/ O.C. TO RUN BACK TOp TRUSS PER PLAN Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. > ATTACH PER PLAN LSTA18 HEADER TO I�2 \ STUDS TYP. BASE W STRONGBACK, SEE 1ST COMMON TRUSS w0 TO BOTTOM CONNECTION W 0 2x8 #2 SPF STUDS AT — SHEATHING PER PLAN 16" O.C. 1/2" x 8" J -BOLT @ 32" \ CHART WITH (3) 12d TOENAILS. LO r ` 0- MASONRY WALL OR --- —�'f 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN +" p' IN CMU. OR SIMPSON \ \ SIDE OF EA. STUD. + GABLE BRACING ( ) CONNECT TO DROP w — TITEN HD @ 32" O.C. & CENTERED BETWEEN — 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SEE CHART GABLE WITH H2.5 CLIP. 0 U W MAX 2'-0" O.H. C) (J) STRUCTURAL ENG: BED / BAD C DRAFTING: PROVIDE 2x4 BRACE QC CHECK: CC _ O W O JOB No. TM -2150318 C SCALE. AS INDICATED EA. ADJ. DIAG. - DATE: U 04/14/15 FASTEN TO DIAG. FAw/(2) STRONGBACK IF REQ'D CONT. 2x4 16d NAILS. PER CHART 2x4'S @ 24" O.C. Q (5) 16d NAILS BRACE GABLE BRACING @ 48" = GABLE END TO BLOCKINGLL O.C. NOT REG'D 6' A A O PROVIDE 2x4 BRACE J SHEATHING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN w I I u 450 SHEATHING FASTEN PER PLAN. FASTEN TO DIAG.w/(2) 16d NAILS. SPLICE AS REQ'D w W GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < HA 71-011 (1) 2x4 BRACE 7'-0" < HA 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" __FSTRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING — PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1 — (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM L:J MAIN SPAN ROOF WOOD WALLTRUSS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32" O.C. PER PLAN TO STUD) 0 Q r TRUSS PER PLAN — DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d j W (4 0 INTO BLOCKING, (4) 8d END NAILS @ EA. Q 2x4 #2 SYP P.T. 0F-0Ur co O w z NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS 11 — SIMPSON H2.5(TYP.) Q�U)►—z E W/ (2) 12d END NAILS BRACE TO LEDGER U — HOLD WALL 3-1/2" @ EACH END �0 20- DOWN FOR Z ZO 0WNJ O W N Q DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN U 2x4 LEDGER (2) 10d — HEADER PER PLAN IF C W NAILS @EACH WEB REQ'D. MIN (1) JACK & W TRUSS PER PLAN Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. > ATTACH PER PLAN LSTA18 HEADER TO I�2 FROM TOP OF WALL STUDS TYP. BASE W TO BOTTOM CONNECTION W 0 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. r ` INTO BLOCKING, 2 O MASONRY WALL OR --- —�'f 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN +" p' IN CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN — 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP — — — — — CHORD OF EACH TRUSS BELOW FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. "'"FiPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP NTE TRUSS PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 A 11 @ 24" O.C. W/ (2) 12d END NAILS @ EACH tj END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. " ra 2x WALL, SEE PLAN i ATTACH W/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL O SIMPSON H10A DIAG. U) - TO BLOCKING 0 . -- WI LO 010 GABLE BRACING @ 48" — PROVIDE 2x BLOCKING � ��� 'j - - - LD L Z Ut O.C. MAX. 45° FROM FOR NAILING U oD `�" ►= C7 U HORIZONTAL (+/- 100) mei•., O� p Z BRACE NOT REQUIRED 6' FROM EAVES. 2 d of �-- TRUSS PER PLAN Q ,�7� °• • ' } 0 SEE PLAN FOR F- /i/���®` ". p� �\w SUPPORT AND TIE ////1/111111Ileeeee DOWN OF JACK W W PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 UO BAYS SEE GABLE WALL PER PLAN p CONNECTION DETAIL (FRAME WALL SHOWN; z FOR REQ'D CONNECTIONS MAY ALSO BE v MASONRY) X 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q U LL O z O O Ilf C. Lall NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE HEADER PER PLAN; SEE HEADER SCHEDULE & NOTES FOR ADDT'L INFO. SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH UPLIFT SPAN 4'-6" OR MORE. 2x DOWNFRAME TO DOOR AS REQ'D 1/2" THREADED ROD EA. SIDE OF HEADER (CENTERED w/in TOP PLATE & 6" FROM JAMB STUDS) w/ MIN 7" EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS EXT. SHEATHIN, ATTACH PER N/ SCHED. (2) 16d NAILS TC COMMON TRUS SIMPSON META 32" 0 C GABLE — 8d NAILS @ 4" O.C. — CONV. FRAME OR VALLEY TRUSSES PER mi AL1 TO MASONRY. AT L:J MAIN SPAN ROOF WOOD WALLTRUSS LOCATIONS USE\'7—UPLIFT CONNECTOR LSTA18 OR MTS 12 @ (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY GABLE END AT VALLEY FRAMING NOT USED 1/2"=1'-0" I \ % 3/4"=1'-0" I \ % 1/2"=1'-0" I % COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" I ��t..tJrNG SANFORD #1 6 - 1 4 5 S SD3 co Z W 0 Q r UL�J' D j OwM E w Z j W (4 0 c~n -' rn c°) I -Z :5 0 j Q Z 0F-0Ur co O w z 1 Ja QO2U� c 11 (= Q�U)►—z E _ U <WZO LL W �0 20- W J Z ZO 0WNJ O W N Q W 0 U C C W 0 W _j U) > I�2 SD3 UL�J' ] � 11 ] H C 0 _j > LLQ W W 0 1 � O � O � Z U J LL W >-w0 — Ham %0 E STRUCTURAL ENG: BED / BAD C DRAFTING: -STRUCT: DP/EA _.._.-..... _ -._ ------------ QC CHECK: CC JOB No. TM -2150318 C SCALE. AS INDICATED - DATE: 04/14/15 SD3 NOTE: PIPE OR DUCT W/ III PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. LEAST 8'-0" LONG. TYP. MORE THAN 50% OF Z 0 2x4 #2 SPF TOP PLATE WIDTH CMU WALL PER PLAN (2) 8d TOE NAILS TO 2x8 STUDS PER --� INSTALL SIMPSON 2x4 STUDS PER JOINT, MAX. 1/8" GAP PSPN516Z W/ (12) 16d FRAMING PLAN • NAILS TYP. TOP & BOT. MORE INFO & TO LEDGER ¢ o + DOUBLE 10d @ 3" O.C. TOP SPLICE BOTTOM SPLICE OVER I II I I I I II NAILING PER o= TOP SPLICE 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER x x -- I I I I I I SCHEDULE x 2 3/4" TAPCONS @12" 2x4 BEYOND AGAINST 0 48"M� N 2x8 STUDS JE I��==IL ATTACH 2x STUDS TO 2x8 #2 SPF VERTICAL p� TOP PLATE W/ (4) 16d SEE ELEV. FOR FLATWISE (2) 16d NAILS ((2) ON EA. SIDE) ----- --------- TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO VJ III _T1_ �I CONDITIONS A TOP PLATE W/ (4) 16d w= u- 2 Z 0 2x4 #2 SPF NAILS ON EA. SIDE) CMU WALL PER PLAN (2) 8d TOE NAILS TO 2x8 STUDS PER --� TYP. AT ALL EXTERIOR (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP FRAMING PLAN CONDITIONS LEDGER I I I II I MORE INFO & TO LEDGER ¢ o SIMPSON SP4 OR SP2 2x4 PT LEDGER W/ TOP SPLICE BOTTOM SPLICE OVER I II I I I I II NAILING PER o= STUD 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER x x -- DOUBLE 2x8 TOP PLATE TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP NOTES: PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ ATTACH PER NAILING I_ (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON TOP PLATE TRANSITION p 2 1/2" z o z LU 1 1/2" z w N CV � •— N N � `14 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER SIDE z U NAIL BOTTOM PLATE z TO CORNER STUD Q IL 00 PACK w/ (4) 10d NAILS U) TOP PLATE CORNER TRANSITION 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMMC OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 7 2 INSTALLED VERTICALLY. NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 U_ z @3"O.C. U z U_ O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON 0 'A'= NAIL SPACING -TI — TI- �I— ?x� F�Qz qeT ROOF SHEATHING, ?�- FR qeT II I I II I I I I 4 NAILS @ 3" O.C. I o� so o� s� II I I 11 I I II a w NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" FNGT'°T,Q� FASTEN PER PLAN �FNC A �I — _ _ _ — _ — _ — _ — z = COMMON NAILS @ 3 O.C. yp� 'S' yoF(�SS III u O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL — 0 0 0 Oy Oy III III I I I I I WALL SHEATHING = SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS III III I I I I I DETAIL. MAX 1/8" �5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" III OPENING III 11 II 11 SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. III 11 I 4 11 PANELS _ 6 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS cn O EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3" III 3 I I I I I I I HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I 11 p TOP &BOTTOM 2x SCAB w/ 10d NAILS STUD PER PLAN _ III AROUND III I I I I I I 2x STUDS BEYOND, O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. III OPENING III II I I I I SEE PLAN FOR MORE �'' VERTICAL MEMBER IF GABLE END PER -ENG TRUSSES U BETWEEN EXTERIOR TRUSS CONNECTION C9 z U a 00 2x4's z w O z U Q IL co c C C 0 a EDGE DISTANCE PER VVIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO E- z IQ- O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING VJ III _T1_ �I III I I I I I SHEATHING PER PLAN w= u- 2 Z 0 2x4 #2 SPF II I CMU WALL PER PLAN (2) 8d TOE NAILS TO II I I I I I I I (2) 2x BUILT-UP COL. (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP MEMBERS ONLY LEDGER I I I II I MORE INFO & TO LEDGER ¢ o SIMPSON SP4 OR SP2 2x4 PT LEDGER W/ iII CONNECTION EACH END I II I I I I II NAILING PER o= 0 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER x x -- I I I I I I SCHEDULE x 2 3/4" TAPCONS @12" 2x12 BOX HDR w/ 2x8's 0 PLAN SIMPSON H3 CLIP JE I��==IL ILL=A==�-__�� 2x8 #2 SPF VERTICAL p� cnm SEE ELEV. FOR FLATWISE (2) 16d 2x12 w/ 10d X 3" NAILS ----- --------- O.H. SIZE �0 U_0 NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL (2 CORNER CONDITION WALL TO PRECAST `" w/ (2) 16d END NAILS � SPACING EXTERIOR SHEATHING — — — — — FLOOR SYSTEM — — — — — — — — ++ + (4) 12d NAILS EACH EACH END w SEE PLAN FOR NAIL PER PLAN TALLER STUD) CUT TO FIT 2x BOTTOM PLATE CONNECTION ui OPENING SIZE 1 01 BEYOND SEE PLAN x x 2x BRG WALL, SEE W SHEATHING DIAGRAM INTO TRUSS & (3) 12d ; ' EACH VERTICAL x x 41 fiF1 EXTERIOR SHEATHING SCHEDULE i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL 3/4"=1'-0" SPACING. MIN (2) 2x BLOCKING VJ GYPSUM WALLBOARD SHEATHING PER PLAN SEE ROOF SHEATHING, Z 0 2x4 #2 SPF i CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 2x BUILT-UP COL. (2) 8d TOE NAILS JOINT, MAX. 1/8" GAP MEMBERS ONLY LEDGER PER PLAN MORE INFO & TO LEDGER SIMPSON SP4 OR SP2 2x4 PT LEDGER W/ CONNECTION CONNECTION EACH END x x NAILING PER @ EACH STUD 12d NAILS @ EACH EbD 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER x x -- 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE x 2 3/4" TAPCONS @12" 2x12 BOX HDR w/ 2x8's O.C. PLAN SIMPSON H3 CLIP DESIGNED FOR 2x4 BLOCKING PLACED TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF O.H. SIZE ROOF TRUSS - SEE O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE PF�lTYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN c 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE 7' f SEE FOUNDATION �. ao .I I . / PLAN FOR ADDITIONAL _j_ 3 INFO SIDE VIEW @ BASE OF POST (C7DO CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRIUSS (2) 1/4" X 3'%" SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. SEE PLAN SIMPSON H3 CLIP VJ OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SHEATHING PER PLAN SEE ROOF SHEATHING, Z 0 2x4 #2 SPF i (4) 10d NAILS FOR PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MEMBERS ONLY DOUBLE TOP PLATE Q MORE INFO & MORE INFO & w/ (2) 16d END NAILS SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x x FASCIA PER @ EACH STUD 12d NAILS @ EACH EbD COMMUNITY SPECS ++ + x x -- SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" 2x12 BOX HDR w/ 2x8's O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 WJ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF Q ROOF TRUSS - SEE (22) 10d NAILS (ALL @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITION WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS � SPACING EXTERIOR SHEATHING STRAP AROUND LINTEL w/ (2)ROWS OF ++ + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION ui 16" O.C. MAX. TRUSS w/ 4 12d NAILS O 2x8 w/ (2) 10d NAILS @ x x 2x BRG WALL, SEE W STAGGERED INTO TRUSS & (3) 12d ; ' EACH VERTICAL x x 41 PLAN FOR STUD SIZE & i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I I LINTELS TRUSS LINTELS FOR MORE INFO 4, UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. <, 2x BLOCKING w/ (2) 1/4" x 3 1/2" ..: w/ (2) 1/4" x 3 1/2" U W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH --�` (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUDATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) !— 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER � DRAFTING: fiF1 SECTION @ DOUBLE BEARING 01=1�\STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=11-0111 3/4"=1'-0" 1/2"=l' -O" QC CHECK: 1/2"=V-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN c 5/8" THREADED ROD w/ 0' NUT SET IN ADHESIVE 7' f SEE FOUNDATION �. ao .I I . / PLAN FOR ADDITIONAL _j_ 3 INFO SIDE VIEW @ BASE OF POST (C7DO CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRIUSS (2) 1/4" X 3'%" SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. SEE PLAN SIMPSON H3 CLIP VJ LO SHEATHING PER PLAN 2x4 SYP #2 LEDGER. Z 0 TO STUDS OR BEAM w/ i (4) 10d NAILS FOR (2) 1/4" X 4%z" SIMPS.7 U) W CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; Q N TO GABLE END STUDS W/ (2) 1/4" X 3'/2' SIMPS.-; 4'-0" MAX. SDS SCREWS @ 16" Z FASCIA PER O.C. MAX.; 0 COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" LEDGER @ LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION 10dx3" 10d x 3" OPP. SIDE \NCE PER �— ROOF SHEATHING, FASTEN PER PLAN POCKET SGD ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 3/4"=1'-0" I 1/2"=1'4" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" �v\LD/NO SANFORD 455 • Z W 'O0 > D. 0- W ) U) 0 ) W 0 Q 04 . ►n W dqa 00 r Q= J p Z 4 !:r -U) U �u " 0 J r= a 1 O U_ VJ LO J Z 0 i Q _jWr' U) W Ur av J 0) r N H Q N W ZODU_ ¢ C Z 0ho000 W 0 d' J �wz,r zw8 Z) Q00o-� U)Z - z 2 QM�jI--Z O o ��w�o0 W Q �0va2CL I-N�- Z o°UjNa • Z W 'O0 > D. 0- W ) U) 0 ) W 0 Q 04 . ►n W dqa 00 r Q= J p Z 4 !:r -U) U �u " 0 J r= a 1 O U_ )F VJ J Z 0 i Q U) W Ur av J 0) r N Q Z w �l- W ZODU_ ¢ C Z 0ho000 J J �wz,r zw8 Z) Q00o-� U)Z - z 2 QM�jI--Z O o ��w�o0 W Q �0va2CL I-N�- Z o°UjNa iJ W O � v m C W _ > W ui )F SD4 y � In- 11 C O 0 m _ > ui UJI OC W p �0 IM z U W W W o J p N IL !— w C STRUCTURAL ENG: BED / BAD � DRAFTING: u-STRUCT: DP/EA QC CHECK: CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS --� 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 Y SEE PLAN / LINTEL AS PER PLAN LINTEL AS PER PLAN . G WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS -F-711 11 DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE' ALL FLOOR PRE-ENGINEERED I KU00 J1 KHr - .TCC PRE-ENGINEERED EXT FINISH PER PLAN VERT REINF. BEYOND FRAMING PLAN FOR ROOF TRUSS -SEE 1.a NO MOISTURE FRAMING PLAN FOR MASONRY WALL PER FOR FTG. BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PLAN OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND FIN. FLR. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS 00 ° 1 • '° ' + ANGLE) W/ (22) 10d GRADE .� DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE' ALL FLOOR PRE-ENGINEERED I KU00 J1 KHr - .TCC PRE-ENGINEERED NOTE: - STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS -SEE HEADER NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR FOR FTG. 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 FLOOR GRIDER OR REQ'D # OF STUDS ANGLE) W/ (22) 10d NOTE: - STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS FOUNDATION PLAN CONNECTIONS WIDTH 4'-0"). USE A35 HEADER HEADER (3) 2x STUD PACK — FOR FTG. EXT. SHEATHING SIMPSON MSTAM36 SP6 @ 2x6 STUDS & DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE FLUSH W/ FACE OF TYPICAL TRUSS TO STRAP W/ (10) 10d TO SP8 @ 2x8 STUDS) 2x BOTTOM PLATE FLOOR GRIDER OR 2x BOTTOM PLATE ANGLE) W/ (22) 10d FRAME CONNECTION. STUDS & (8) 1/4" X NAILS. BEND STRAP 3/4" FLOOR SHEATHING U.N.O. ON PLAN 3/4" FLOOR SHEATHING AND WINDOW IS SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER FACE OF JAMB STUDS/ ATTACHED PER FLOOR PLAN FOR MIN. CONNECTOR NOTES TO LINTEL COURSE. HEADER SIZE & REQ'D NAILING SCHEDULE < NAILING SCHEDULE SIMPSON LSTA30 SHEATHING REQ'D USE SIMPSON SHEATHING AND : MASONRY STRAP (MAX 10° NOTE: IF WOOD WALL OR BEAM BELOW USE MSTCM60 STRAP W/ MASONRY WALL PER AND WINDOW IS SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOF T&B (PLYWOOD _jSEPARATE ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 PLATE w/ (2) 10d . W TOENAILS. EXT. NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS LESS THAN 4FT:(1) 2x OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO TOENAILS. OPENING H 3", THEN RUN DOWN PRE -ENG. FLOOR 26" DEEP SEE FRAMING PLAN �- FACE OF JAMB STUDS/ SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN \ HEADER SYSTEM INSTALL LINTEL COURSE OR \ • \EXTERIOR SHEATHING KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM OP OF WALL SOLID BLOCKING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL UNDER COLUMN U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR W FLOOR GIRDER OR w/ 2x CRIPPLE STUDS OR LVL GIRDER COL. EVEN WITHIN MORE INFO 0 BEAM; SEE PLAN AT EA. END NAILED TO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 10d NAILS @ 8" O.C. THEN TRUSSES TO BE P.T. IF STUDS @ 16" O.C. NO MOISTURESO TYPICAL GIRDER COL. CONNECTION 0 fis�oTYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/(2) 10d BARRIER (FELT PAPER OR SIM) IS PROVIDED TOE NAILS AT EA. END 3/4"=1'-0" 3/4"=1'-0" z V OF SILL (MAX OPEN'G LL REFER TO PLAN FORWIDTH 4'-0"). USE A35 CLIP AT EA. END FOR 2x 2ND FLOOR STUDS BUILT-UP COLUMN SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER INFO. Ham tATA STRAPS CENTERED @ THAN 4' BUT LESS BEARING WALL PER FLOOR W/ (14) 10d THAN 6' PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ - COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF PER BEARING WALL STRUCTURAL ENG: BED / BAD J- C DRAFTING: SCHEDULE - -- ATTACH 2x STUDS W/ (3 ) 2x STUDS 20 '0 20R DEEPS USE 1/2" 1/2" DIA. THREADED (2) SIMPSON LSTA18 CC (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ROD WITHIN 6" FROM STRAPS CENTERED @ JOB No. STRAP w/(20) 16d COL; SEE BRG WALL/ FLOOR w/ (14) 10d : ' SCALE: CALIFORNIA CORNER A -A AS INDICATED SINKERS & (14) 1/4" X 2 2 -STORY WALL NAILS ' 04/14/15 (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN INFO. (2) SIMPSON META16 FLOOR W/ (14) 10d LINTEL COURSE OR FLOOR TRUSS TO NAILS INTO FILLED CELL USE REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) FOUNDATION PLAN SOLID SHEATHING @ WIDTH 4'-0"). USE A35 HEADER HEADER (3) 2x STUD PACK — FOR FTG. EXT. SHEATHING yFFT SP6 @ 2x6 STUDS & x1-1/2" @ 24" O.C. (USE ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SIMPSON LSTA30 U.N.O. ON PLAN SP8 @ 2x8 STUDS) SCHEDULE FLOOR GRIDER OR MASONRY ATTACHED ANGLE) W/ (22) 10d HEADER SIZE & REQ'D (2) 2x SPF TOP PLATE NAILS. BEND STRAP U.N.O. ON PLAN PER NAILING AND WINDOW IS w/ 2 10d TOENAILS O 3", THEN RUN DOWN ATTACH 2x STUDS W/ FACE OF JAMB STUDS/ SCHEDULE; PROVIDE FLOOR PLAN FOR MIN. HEADER �� NAILS @ 8 O.C. THEN HEADER SIZE & REQ'D (2) 16d NAILS @ 6" O.0 < 1/8" GAP BETWEEN " U Q Z�� SHEATHING REQ'D STUDS @ 16 O.C. SHEATHING AND p MASONRY , ® 0• -Z NOTE: IF WOOD WALL OR BEAM BELOW USE TO BOT. RIBBON, NAIL MASONRY WALL PER AND WINDOW IS SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOF FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 11 STOPPING AT 1000 SQ PLAN FT MAX: DRAFT SINKERS AND (14) Ya''X2 Ya" TITENS TO MASONRY STOPPING MATERIALS MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @ GIRDER fiso 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR (4) 2x STUDS NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS LO W r - Q I— N Z 0 0 U LU v W Z 1-- )0 < � Q i CL U W Q WO 0 SOLID SHEATHING @ WIDTH 4'-0"). USE A35 HEADER HEADER SIMPSON SP4 w/ (6) 10d ®rlr\W, [/®/,> ate' W >>>>//f SIMPSON SP4 w/ (6) 10d yFFT SP6 @ 2x6 STUDS & x1-1/2" @ 24" O.C. (USE SP8 @ 2x8 STUDS) TOENAILS. OPENING SP6 @ 2x6 STUDS & SIMPSON LSTA30 U.N.O. ON PLAN SP8 @ 2x8 STUDS) STRAP (MAX 10° FLOOR GRIDER OR FLOOR PLAN FOR MIN. ANGLE) W/ (22) 10d HEADER SIZE & REQ'D (2) 2x SPF TOP PLATE NAILS. BEND STRAP U.N.O. ON PLAN OVER TOP PLATE MIN. AND WINDOW IS w/ 2 10d TOENAILS O 3", THEN RUN DOWN HEADER - SEE 2ND FACE OF JAMB STUDS/ TOENAILS. EXT. FLOOR PLAN FOR MIN. HEADER �� NAILS @ 8 O.C. THEN HEADER SIZE & REQ'D < JAMB STUDS " U Q Z�� SHEATHING REQ'D STUDS @ 16 O.C. EXTERIOR SHEATHING p FROM TOP OF WALL , ® 0• -Z IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN T&B (PLYWOOD _jSEPARATE LOWER: (1) 2x SILL UNDER W NDOW THING TOE NAILS AT EA. END OF SILL (MAX OPEN'G PLATE w/ (2) 10d . W TOENAILS. EXT. �, •.• ��� } O >>y>j "®• • r • • • °�. .\��� a: _j HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d � TOENAILS. OPENING H LO W r - Q I— N Z 0 0 U LU v W Z 1-- )0 < � Q i CL U W Q WO 0 SOLID SHEATHING @ WIDTH 4'-0"). USE A35 HEADER F�<<s SIMPSON SP4 w/ (6) 10d ®rlr\W, [/®/,> ate' W >>>>//f x1-1/2" @ 24" O.C. (USE yFFT SP6 @ 2x6 STUDS & REQ'D ON EITHER SIDE OF WALL. IF WF02/ SP8 @ 2x8 STUDS) TOENAILS. OPENING (2) 2x SPF TOP PLATE CLIPS EACH SIDE w/ 2x U.N.O. ON PLAN w HEADER - SEE 2ND FLOOR GRIDER OR FLOOR PLAN FOR MIN. �"��`\5��"�. ,�. C.� •. �y1 ,• �•,. � . ' Z HEADER SIZE & REQ'D AT EA. END NAILED TO JAMB STUDS IF HEADER IS UPSET 2x SILL PLATE w/ A35 AND WINDOW IS w/ 2 10d TOENAILS O LOWER: (1) 2x SILL PLATE w/ (2) 10d a 0 TOENAILS. EXT. �� ccs Z �• : LU Do_ O HEADER OPENINGS �� NAILS @ 8 O.C. THEN LESS THAN 4FT:(1) 2x LO W r - Q I— N Z 0 0 U LU v W Z 1-- )0 < � Q i CL U W Q WO 0 s4 L o LARGER THAN 4FT: (2) SEE FRAMING PLAN WIDTH 4'-0"). USE A35 FOR FLOOR 11111 SILL PLATE w/ (2) 10d cn ®rlr\W, [/®/,> ate' W >>>>//f 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ CLIP AT EA. END FOR s4 L o LARGER THAN 4FT: (2) SEE FRAMING PLAN WIDTH 4'-0"). USE A35 FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SILL PLATE w/ (2) 10d cn ®rlr\W, [/®/,> ate' W >>>>//f 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ CLIP AT EA. END FOR TOENAILS. OPENING a 00 CL r - CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS w W FLOOR GRIDER OR LARGER THAN 4FT: (2) EL �"��`\5��"�. ,�. C.� •. �y1 ,• �•,. � . ' Z CRIPPLES 16" O.C. AT EA. END NAILED TO Un� Dwzt° 2x SILL PLATE w/ A35 "� r -' � �- r � w/ 2 10d TOENAILS O STUD PACK w/ 10d W a 0 CLIPS EACH SIDE w/ 2x CRIPPLES 16" O.C. x.- �� ccs Z �• : LU Do_ O T&B (PLYWOOD �� NAILS @ 8 O.C. THEN O < @ w/ (2) 10d TOENAILS " U Q Z�� SHEATHING REQ'D STUDS @ 16 O.C. (11) 10d TO STUDS p C , ® 0• -Z T&B) ATTACH SILL w/ (2) 110d > ABOVE PLATE U.N.O. T&B (PLYWOOD _jSEPARATE Z ,. T ., c� UNDER W NDOW THING TOE NAILS AT EA. END OF SILL (MAX OPEN'G . W SHEATHING REQ'D Q T&B) �, •.• ��� } O >>y>j "®• • r • • • °�. .\��� a: _j TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 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 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS SEE , @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TO VERIFY SIZE TRUSSES 24" O.C. TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER 2x4 #2 SYP ANGLE @ TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSSSHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x SYP #2 2x4) TO TRUSSRIBBON BOVN (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 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 @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR CONNECTION 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN (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 3" O.C. WALL MASONRY WALL PER o r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T.. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION (FELT PAPER FOR FLOOR SEE FRAMING PLAN WIDTH 4'-0"). USE A35 FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED LL //77s///l0111111op0 PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ CLIP AT EA. END FOR SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO w W FLOOR GRIDER OR O OPENINGS GREATER BEAM Z Un� Dwzt° D a00 THAN 4' BUT LESS THAN 6' W a 0 2x TOP & BOT. �< ZO ,.. SIMPSON LSTA30 w/ O < U o RIBBONS, CONT. cd LL F- _j O w Q (11) 10d TO STUDS p N U Q > ABOVE PLATE U.N.O. cl W . W W � H 11 SEE FRAMING PLAN �- TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 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 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS SEE , @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TO VERIFY SIZE TRUSSES 24" O.C. TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER 2x4 #2 SYP ANGLE @ TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSSSHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x SYP #2 2x4) TO TRUSSRIBBON BOVN (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 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 @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR CONNECTION 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN (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 3" O.C. WALL MASONRY WALL PER o r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T.. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION (FELT PAPER FOR FLOOR SEE FRAMING PLAN IF FLOOR SYS, NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED LL ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO 9RAHEADER CONNECTION @ 2nd FLOOR TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 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 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS SEE , @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TO VERIFY SIZE TRUSSES 24" O.C. TO VERIFY SIZE A35 EA. END AND SEE ARCH PLAN GIRDER TRUSS PER 2x4 #2 SYP ANGLE @ TO VERIFY SIZE PLAN 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSSSHEATHING/ DRYWALL 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOORTOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x SYP #2 2x4) TO TRUSSRIBBON BOVN (MIN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 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 @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR CONNECTION 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN (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 3" O.C. WALL MASONRY WALL PER o r' BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T.. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE WALL PER PLAN BARRIER BARRIER (FELT PAPER 2x4 PT SILL PLT IF BARRIER (FELT PAPER SEE CONNECTION (FELT PAPER FOR FLOOR U z CONNECTION C _j LL O 0) M J Z � Z W FLOOR GRIDER OR O BEAM Z Un� Dwzt° = a00 O W a. 11 �< ZO 3/4"=1'-0" 1\ / 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 OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE IOR SIM IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION 69ATWO STORY PARALLEL FLOOR CONNECTION 6gTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA, END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO' 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 d SEE ARCH DWGS FOR W I TOPPING INFO CL a. 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a LOADING) W/ LUS26 OR �. LUS46 TO LEDGER :' CONTRACTOR TO SEE WS11/SD5 FOR PROVIDE ADEQUATE •, SIM. END CONDITION WATERPROOFING. NO •I, CONCRTE SLAB LINTEL PER PLAN �. PERMITTED F01 TYPICAL BALCONY FRAMING (__� NOT USED 3/4"=1'-0" 3/4"=1'-0" I \,� 3/4"=1'4" 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. '6u1LD//V0 SANFORp #16- 1453 ] (� z C _j o v J W C) 0) M J Z � W -•—� o Z Un� Dwzt° = a00 O �< ZO O < LUCN < Z cd LL F- _j O w Q C ___I p N U > 04 W . W Z J -•—� C � 11 W) ] C p m _CO W W W 0 0 z V LL )W TWO �p Ham STRUCTURAL ENG: BED / BAD J- C DRAFTING: -- - -- -STRUCT: DP/EA QC CHECK CC JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SPI @ 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. SIDI EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WAL ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEE 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP, -CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL F 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN NAILING SCHEDULE BLOCKING w/ SIMPSON (2) 2x4 #2 SYP 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. LOW ROOF TRUSS SEE SEE ARCHS FOR 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 F OR WOOD WALL PER OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS fisi - SECTION @ COMBO TRUSS fiFO WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0.. """'^r" MW— EXTERIOR SHEATH(""' LEDGER AT GIRDER NOT USED LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — NAILING SCHEDULE ROOF SHEATHING — II SIMPSON H25 EAATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED — TRUSS PER PLAN • I 2x6 #2 SYP CONT. LCESS LEDGER W/ (2) Y4'"x3-1/2" SIMPSON LUS26. USE 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) (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 MAUSE O16d NIS) LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V FROM TOP OF WALL ARCHS O.C. - SEE FRAMING z TO BOTTOM OF SILL SIMPSON H1 OA @ %s ••... F`�� PLAN FOR MORE INFO. PLATE ATTACH PER PLAN F_ BRACE NAILING SCHEDULE 2x4 BLOCKING ALL THREAD ROD NAILS INTO HEADER ROOF SHEATHING — @ 48" O.C.; SEE BETWEEN STUDS W/ ATTACH PER NAILING NAILS @ EACH END. ISIMPSON H2.5 EA. TRUSS I SCHEDULE OSEE KINGS # OF STUDS TO MATCH II ATTACH PER NAILING EACH END 2x4 BOTTOM PLATE, PRE-ENGINEERED — IF SHEATHING IS NOT SCHEDULE BLOCK ADJACENT z CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSS PER PLAN 2x8 #2 SYP P.T. SILL I2x6 O.S.B. TO OVERLAP BOTTOM ARE REQ'D #2 SYP CONT. I PLATE w/ 1/2" EPDXY 1 Z Q (MIN.) C.M.U. WALL PER PLAN ANCHOR BOLT OR LEDGER W/ (2) YW'x3-1/2" 1 FLOOR WALL W/ J -BOLT W/ MIN. 7" SDS WOOD SCREWS @ _ Q Z I EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY 16" O.C. MAX. & 3" WALL 1 FROM EA.END ANCHOR BOLT OR FROM EA. END - USE 1 1 J -BOLT W/ MIN. 7" FASTEN ROOF w (3) SCREWS FOR 24" I SIMPSON LUS26. USE - W RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY SHEATHING TO (TRUSS. VERIFY W/ 1 I TRUSS OVERLAP BOTTOM TRUSS SHOP PLATE 1 1/4" (MIN.) R PLAN (DRAWINGS— 1x PT NAILER AS REQ'D 2x8 SYP #2 LEDGER WI CONT. #5 IN TIE BEAM BLOCKS W/ 8d NAILS @i — MIN. (4) 16d NAILS TO d a.. EXT. FINISH PER EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER IDE OF G.T. USE (4) s6d F1 SECTION @ OPEN TO ABOVE 6" O.C. N NAILS) LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER — NAILING SCHEDULE ROOF SHEATHING — II SIMPSON H25 EAATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED — TRUSS PER PLAN • I 2x6 #2 SYP CONT. LCESS LEDGER W/ (2) Y4'"x3-1/2" SIMPSON LUS26. USE 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) (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 MAUSE O16d NIS) LEDGER @ LOW ROOF 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V W ARCHS O.C. - SEE FRAMING z SIMPSON H1 OA @ %s ••... F`�� PLAN FOR MORE INFO. EACH DIAGONAL — 2x4 BLOCKS, (2) 16d Q MORE INFO. BRACE UL 2x4 BLOCKING ALL THREAD ROD NAILS INTO HEADER F-- WZtoU_rn c @ 48" O.C.; SEE BETWEEN STUDS W/ FOUNDATION DETAILS NAILS @ EACH END. SHEATHING PER PLAN (2) 12d TOE NAILS J OSEE KINGS # OF STUDS TO MATCH BASE ATTACH PER NAILING EACH END 2x4 BOTTOM PLATE, Z IF SHEATHING IS NOT SCHEDULE BLOCK ADJACENT z CONTINUOUS TO BASE TOP PLATE W/ 16d U 2x8 #2 SYP P.T. SILL NAILS @ 6" O.C. O.S.B. TO OVERLAP BOTTOM ARE REQ'D QZ)U)I—Z PLATE w/ 1/2" EPDXY 1 Z Q (MIN.) C.M.U. WALL PER PLAN ANCHOR BOLT OR 2x LEDGER TO UPPER 1 FLOOR WALL W/ J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL 1/4" X 3-1/2" SIMPSON Q Z WITH ROOF LOAD EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY fiFl BRACING @ 2 STORY FRAME WALL 1 FROM EA.END ANCHOR BOLT OR 1 1 J -BOLT W/ MIN. 7" FASTEN ROOF w 1 - W EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH 1 SHEATHING TO 1 OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) l � — 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM BLOCKS W/ 8d NAILS @i 1 d a.. EXT. FINISH PER ARCHS C F1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 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 1_5& MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING ATTACH PER NAILING SCHEDULE 2x4 NAILER W/ (2) 10d NAILS @ 16" O.C. 2x4 STUDS @ 16" O.C. SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE W PLATES U.N.O. 1/2" GYP. BOARD z SIMPSON H1 OA @ %s ••... F`�� SEE LD02/SD4 FOR EACH DIAGONAL — 2x4 BLOCKS, (2) 16d Q MORE INFO. BRACE UL ALL THREAD ROD NAILS INTO HEADER F-- WZtoU_rn c @ 48" O.C.; SEE (2) 2x HEADER FOUNDATION DETAILS NAILS @ EACH END. FOR CONNECTION @ J OSEE KINGS # OF STUDS TO MATCH BASE FLOOR HEADER CONTACT EOR TO O 2x4 BOTTOM PLATE, Z IF SHEATHING IS NOT CONNECT TO DOUBLE BLOCK ADJACENT z CONTINUOUS TO BASE TOP PLATE W/ 16d U PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP BOTTOM ARE REQ'D QZ)U)I—Z BOTTOM PLATE 1 1/4" 1 Z Q (MIN.) C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER 1 FLOOR WALL W/ 1 2x BEARING WALL 1/4" X 3-1/2" SIMPSON Q Z WITH ROOF LOAD SDS SCREW @ 16" O.C. fiFl BRACING @ 2 STORY FRAME WALL 1"=1'-0" 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 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" (2) 2x SPF TnP M V. 1\LV(. LO W PLATES U.N.O. •0 C70 z _ %s ••... F`�� }� O — 2x4 BLOCKS, (2) 16d Q W N UL NAILS INTO HEADER F-- WZtoU_rn c cn W (2) 2x HEADER IF PORTIONS OF THIS WALL NAILS @ EACH END. IF 2ND FLOOR HEADER SITS OVER 1ST J OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO O SEE FLOOR PLAN Z 1 NAILING SCHED., CONT. TO BLOCK ADJACENT z �Qpp0.�- U 1 FLOOR TRUSS DOES NOT ALIGN DIRECTLY FOR MORE INFO QZ)U)I—Z 1 1 Z Q BAYS @ EACH p 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 0 1 UNDER 2ND SOTRY COLUMN LOCATION. 1 1 Q Z 1 DIAGONAL AS SHOWN. W 0 1 1 1 N FASTEN ROOF w 1 - W 1 W 1 1 SHEATHING TO 1 1 l � 2x STUDS SEE PLAN BLOCKS W/ 8d NAILS @i 1 C STUDS ABOVE ARE 6" O.C. N 1 1 1 TO ALIGN W/ STUDS 1 1 11 1 1 BELOW Z 1 1 1 1 O — (5) 16d NAILS BRACE 0 z W 0 m 1 U) > 1 1 TO BLOCKING 0 Q 1 W B 1 1 1 1 1 1 — PROVIDE 2x4 BRACE CL �- Z 1 LU >- 0 1 1 J TO EACH ADJACENT a 1 1 1 1 2x SPF BASE DIAGONAL, FASTEN O () W ) PLATE TO DIAGONAL W/ (2) C) STRUCTURAL ENG: BED / BAD 1 16d NAILS W 0 1 PRE-ENGINEERED 1 E i JOB No. TM -2150318 D I I FLOOR SYSTEM z 0 0 KNEEWALL OR BEAM 01 (2) 2x SPF TOP — TRUSSES PER PLAN 1 PLATES U.N.O. 1 1 m 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 — WALL BRACING @ 48" SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO O.C. MAX. 45° FROM p 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO 1 HORIZONTAL (+/- 10°) LL BRACE NOT REQUIRED w W 1 1 1 6' FROM EAVES. F- 1 1 1 1 1 ILL O ' 2x P.T. BASE PLATE t ' W O 1C ttl/I//f7/ 04 L SEE BEARING SCHED. \��\\ 1P W r 00 •C�i q p '" Z < � = 1 LU — 1 M V. 1\LV(. I I �,�/ W PLATES U.N.O. •0 C70 z _ %s ••... F`�� }� O MORE INFO MAX 5" FROM KING STUD W W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d UL NAILS INTO HEADER F-- WZtoU_rn c cn W (2) 2x HEADER IF PORTIONS OF THIS WALL U_ IF 2ND FLOOR HEADER SITS OVER 1ST J OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO O SEE FLOOR PLAN Z 1 NAILING SCHED., CONT. TO 0 �Qpp0.�- U 1 FLOOR TRUSS DOES NOT ALIGN DIRECTLY FOR MORE INFO QZ)U)I—Z 1 1 Z Q a 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 0 1 UNDER 2ND SOTRY COLUMN LOCATION. 1 1 Q Z 1 l 0 1 1 1 N 1 - W 1 W 1 1 1 l � 2x STUDS SEE PLAN 1 C STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 11 1 1 BELOW 1 1 1 1 O 1 0 m 1 U) > 1 1 1 1 W B 1 1 1 1 1 1 1 �W� Z 1 LU >- 0 1 1 J H— 0. 1 1 1 1 2x SPF BASE 1 )n ) PLATE STRUCTURAL ENG: BED / BAD 1 1 1 PRE-ENGINEERED 1 E i JOB No. TM -2150318 D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 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 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO 1 ALIGN W/ STUDS BELOW 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE t ' SEE BEARING SCHED. 1 1 1 1 FOR A.B. INFO 1 ra-1— 1 1 A 1 M V. 1\LV(. I I �,�/ W 1/2" THREADED ROD SEE BEARING •0 C70 z _ %s ••... F`�� }� O MORE INFO MAX 5" FROM KING STUD W W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d UL NAILS INTO HEADER F-- WZtoU_rn c cn W U IF PORTIONS OF THIS WALL U_ IF 2ND FLOOR HEADER SITS OVER 1ST J OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO O BETWEEN FLOORS Z REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 0 �Qpp0.�- U N FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z QZ)U)I—Z O UNDER 2ND STORY COLUMNS, PROVIDE Z Q a �L'. 0Y SOLID BLCOKING WITHIN FLOOR SYSTEM M V. 1\LV(. I I �,�/ W 1/2" THREADED ROD SEE BEARING w A SCHEDULE ON FLOOR PLANS FOR I— PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q NAILS INTO HEADER F-- WZtoU_rn c - U IF PORTIONS OF THIS WALL U_ IF 2ND FLOOR HEADER SITS OVER 1ST O OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS Z REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO 0 �Qpp0.�- BOTTOM OF FLOOR SYSTEM N FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z QZ)U)I—Z O UNDER 2ND STORY COLUMNS, PROVIDE a �L'. 0Y SOLID BLCOKING WITHIN FLOOR SYSTEM 0 2 STORY INTERIOR BEARING WALL IVLL 1 VVIYV. 1 Ll11Y 1 VI\ 1 1 V. 1\LV(. I I �,�/ 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP A SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD W W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d j NAILS INTO HEADER F-- WZtoU_rn c - W IF PORTIONS OF THIS WALL CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. OSEE KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO �Qpp0.�- BOTTOM OF FLOOR SYSTEM N FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z QZ)U)I—Z OIF UNDER 2ND STORY COLUMNS, PROVIDE �L'. 0Y SOLID BLCOKING WITHIN FLOOR SYSTEM 0 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. J Q Z U_ OwNQ 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, �UILD�,y� SANPORO 16 1 453 SD6 0 Fo T ' W J of O w.Mr— C U)Z j od F-- WZtoU_rn c - W (D � z QO�uj_ Z UGH0Uao Z � c QE— U) �Qpp0.�- U) v� N Z QZ)U)I—Z I.L.. �L'. 0Y 1 0 O(/jQ�. `c J Q Z U_ OwNQ l 0 U N - W W l � C a 11 W) C O 0 m U) > LL! W W 0 1 e -i iU �W� Z .� LU >- 0 J H— 0. 0 �r )n ) STRUCTURAL ENG: BED / BAD DRAFTING: -STRUCT: DP/EA _.__... QC CHECK: CC i JOB No. TM -2150318 SCALE: AS INDICATED DATE: 04/14/15 SD6 STANDARD (3) 2X12 LID MIN. (3) 2x SYP #2 STRINGERS W/ J W STUDS REQ'D @END SIMPSON A34 CLIP TO Z Qp N OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM w LEDGER TO STUD 0 PACK w LINE UP 2xJOIST IN LINE WITH MIDDLE o N STANDARD (3) 2X12 2x12 STRINGER TO BE �- STRINGERS W/ UTILIZED AS BLOCKING z SIMPSON A35 / A34 O W CLIP TO FLOOR h Z SYSTEM &LANDING 0 Q FRAMING 2xJOISTS @LANDING _ p @ 16"O.C. W/ SIMPSON Lo In o A35 OR LUS26 HANGER W z ON EACH SIDE O O W LL LU go opo -v 3: 6" MIN. _0 J m O - ---- (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO w W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT = 9 N ry STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d U) LL CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16",O.C. MAX. LLz— O TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z z o BUILT UP COLUMNS x 3 1/2" TITENS 16" O �'� Ln TOENAILS EACH END @ BELOW O.C. MAX. FOR co \\\ it A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY M 10"MIN. 00 o ����\` o -•.•e•• ®�,s�� SEE SCHEDULE FOR MAX WIDTH OF LANDING Z a..•• • %� �Q rE� • • r D U MIN. 3 2x SYP #2 W = O J STUDS REQ'D @ END OF LANDING W/ MIN. (6) * • ;e 3/4" PLYWOOD OR OSB ,�"., d h. O 2 \ z SEE PLAN FOR DEPTH Q 16d NAILS FROM Z OF LANDING OF OVER •. �\ O LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL/moi � PACK PER GENERAL FLOOR CONSTRUCTION NOTES w J MID SPAN BLOCKING Q_ 0 TO MATCH JOIST PLYWOOD SHEATHING O DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING U STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER z SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR Q SIMPSON A34 / A35CONSTRUCTION C c� CLIP TO FLOOR M ? NOTES SYSTEM & LANDING z 16" O.C. w FRAMING O g MAX BEAM @ END OF Q m LANDING PER U 3: SCHEDULE LL LU W z SEE PLAN FOR 4 MASONRY WALL OR WOOD WALL SIMPSON A35 B B CONNECTIONS a Li MASONRY WALL OR FRAME WALL BEYOND U (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO �_ Z END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF pE /\ M TO LEDGER a 0 � o STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d 17 ft �7 BEAM G f� U) r� co U � o � CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. w VJ W _j w — � TO BEAR DIRECTLY ON O p O ui M E ON EACH SIDE TO EACH STUD. ((2) 1/4 z W z F- o BUILT UP COLUMNS x 3 1/2" TITENS @ 16" O dS W z W_ rn o BELOW U I- p ao — O.C. MAX. FOR F- C7 Q O ( c A -A PLAN VIEW 180 DEGREE TURN LANDING NOTCHSTRINGED RS MASONRY WALL) NOTCHED AT LANDING UO F- O o SEE SCHEDULE FOR MAX WIDTH OF LANDING w W p Q O. O U) : y'C (3) 16d TOENAILS \ST02 NOT USED z Z a� n Z Z E BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER BEAM JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 8'-0" MIN. TREAD DEPTH 2x6 3/4" O.S.B. W/ 8d NAILS 12'-0" (1) 2x12 (1) 2x8 @ 3" O.C. TOP AND 4'-0" BOTTOM CHORD (3) 2x12 2x8 I -JOIST PER FRAMING 11'-0" (2) 2x12 PLAN W/ SQUASH 6'-0" (1) 2x12 (1) 2x8 BLOCK OR 4'-0" BEAM/FLOOR TRUSS (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 2x6 6'-0" PENDING LANDING \ 4'-0" HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 WITHIN SUPPORT 7'4" WALL COULD BE 2x6 5'-0" REQUIRED. SEE PLAN 2x12 STRINGERS ONE (3) 2x12 FOR REQUIRED ON EACH SIDE AND (2) 2x12 HEADER AND ONE @ MID-SPANSUPPORT A 8'-0" A 2x6 5'-0 " INFORMATION. A34 @ EA. STRINGER — (3) 2x12 2x12 TO LANDING (2) 2x12 2x8 2x ATTACHED TO 7'-0" 2x JOIST (P.T. IF STRINGER I 5'-0" ATTACHING TO I I I I (2) 2x12 MASONRY WALL) CONT I I I (1) 2x12 (1) 2x8 LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I 2x8 TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I IIII 2x6 x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF NAILS LANDING FOR _ STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 2x6 VERTICAL @ 6'-0" DISTANCE OF 1-1/2" COLUMN 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" < (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'4" (1) 2x12 (1) 2x8 2x6 5'-0" -� (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0 " (3) 2x12 2x12 9'-0" (2) 2x12 2x8 T-0" 7'-0" (1) 2x12 (1) 2x8 .2x6 5'-0" 1.— 61-0" (2) 2x12 2x8 -0 8'" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SANFORD = SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLAN - --- 1. BASED ON MIN. TREAD DEPTH OF 10"AND MAX. RISER HEIGHT OF 7-3/4" ,` F- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE `a DATE: 04/14/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS F"ARI�� STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. .l,t � C � +� � C T 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. tl U 1 J J UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. o'.,LR:oz O�Qa w Q zz < z 04 Q -� N V tt 2x4 CONT. TOP PLATE O jk SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO U 1.— STUDS W/ (2) 16d TOE Q W 2x4 #2 SPF STUDS X X NAILS _ @ 24" O.C. 2x4 SILL PLATE W/ (2) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, w 05 2x6 VERTICAL @ 6'-0" 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C.. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND O OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) 2 HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS).C0 KNEEWALL FOR VERTICAL NOTCH SILL AND z PLYWOOD FLOORING Q TO ALLOW VERTICAL O 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS z @ ANY OPENING 2x4 CONT. TOP PLATE w 11 (ATTACH TOP PLATE ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" TOE NAILS Z < Z 0 SECTION X -X N.T.S. SDS WOOD SCREWS m J EQUALLY = 0 SPACED/CENTERED IN 2x4 #2 SPF STUDS @ F- �_ W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER Uj ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE p J W 0 STUDS 2/ (2) 16d TOE ' STUDS W/(2)16d TOE 32' I ATTACHED TO TRUSS F_ � 0 NAILS NAILS BELOW (OTHERWISE W Z 2x4 SPF STUDS @ SEE ARCH PLAN FLOOR ATTACH W/ (2) 12d z 0 m 24" O.. C. W/ (2) 12d MAX. 4'-0" ABOVE TOENAILS @ BOTTOM) I 0 0 z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X W U Vi SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) U) W > W 0 •� FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. w � Q W = ACCOMMODATE 2x � CONT. BRACE & 10d O 1— I 2x4 SILL PLATE W/ (2) NAILS @ T 4" O..O C F- 2x4 #2 SPF SILL PLATE NOTCH SILL AND � 10d NAILS @ 4" O.C. 1=- ---FLOOR SHEATHING U 0. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS I U) STRUCTURAL ENG: BED / BAD TO SLIDE DOWN TO W/ 2 Y4"x3" SDS O I Q DRAFTING: - --- ---- (2) SIMPSON LSTA24 FACE OF TRUSS SCREWS EQUALLY STRAP (1 EA. SIDE OF -__ SPACED & CENTERED W _ -STRUCT: DP/EA STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p QC CHECK. CC TO TRUSS W/ (3) Ya" x 3" L -BRACE @ 6'-0" O.C. & W FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING �LDI �U Nc W JOB No. TM -2150318 FLOOR BEAM SEE — --_-- ---- _---- __ _..------ __ BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY SANFORD = SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE PLAN - --- 1. BASED ON MIN. TREAD DEPTH OF 10"AND MAX. RISER HEIGHT OF 7-3/4" ,` F- 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE `a DATE: 04/14/15 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS F"ARI�� STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST01 GEN. STAIR AND LANDING FRAMING DETAILS (ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. .l,t � C � +� � C T 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. tl U 1 J J UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RECORD COPY #16- 1453 ?4.1_t4,� - �5� D