The URL can be used to link to this page

Home My WebLink About278 Big Spring Terr 16-1924 (new sfh) (a)THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 150 AMP. SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES. OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 176 THORNBROOKE 40 S 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 LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD MANCHESTER 2138 OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5. ELEV. B EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R10310.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE5I5TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1116 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE GARAGE RIGHT PER F.B.C.R - 5TH EDITION (2014) R1031o.2 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R103b.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) R103b.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R1031o.5 OR IN ACCORDANCE WITH ASTM C 926. TAYLOR MORRISON 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 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 HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS REDRAW NOTES 06-13-16 CREATED LOT SPECIFIC PIAN FOR LOT 116 IN THORNBROOKE 40'5, ELEVATION "B", GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: (5) CEILING FAN PRE -WIRE, FRONT DOOR GLA55 INSERT, ADDITIONAL 51NK AT BATH 3, CALIFORNIA COUNTERTOP, LANAI, 9 FT. POCKET SLIDER AT FAMILY ROOM, PRE -HUNG DOOR AT MASTER BATH, VENT HOOD TO OUTSIDE, R-38 INSULATION AND 15T FLOOR IRON RAILINGS. EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND PLAN REVISIONS DRAWING INDEX ROOF OPENINGS. 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. COV - GENERAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 - SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A1 -MAIN FLOOR PLAN NOTES DWELLING /GARAGE OPENINGS:: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB 2A2 - MAIN F 100 R P LAN DIMENSIONS GORE STEEL DOORS NOT LESS THAN 13/8° THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. FLOOD ZONE REQUIREMENTS: 2 B 1 - UPPER FLOOR PLAN NOTES FLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. d M �r ASPHALT 5HINGLE5 (IF APPLICABLE) : ... a 0 2 B 2 - UPPER FLOOR PLAN DIMENSIONS WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND RW5.2b.1Lm 0 z° 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 Q 3 B 1 -FRONT ELEVATION 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, W ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL1;r ) m J 3B2 SIDE ELEVATIONS 800 F PLAN BUILDING SECTION 14x2) ANq GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION ��11 � '+a I L' 8905.2.1. �o/�� OA 3B3 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) _ .b ��•' THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR B4 - FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FIFTH EDITION WHERE THE VAsn IS DETERMINE[) IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE» 2 t1 II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH ,4 4< 4A- MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS ��,., �•.,�, •• �� OF RAS 118,119 OR 120. 4B - UPPER FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 0 ► �'�' 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-011 HIGHER THAN THE ROOF OR RIDGE THAT IS 10411 AWAY OR CLOSER TUB AND SHOWER AREAS: 0 I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 01325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 5HOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 711 RECORD COPY TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE 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 DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN (o INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. pLANS EXAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES ' DATE (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 [ n mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. �% 55ANFORD BUILDING DIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. [%***,% LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ITMmq ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SECTIONS M1411.3. THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FANS AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE (.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, COMPACTION TEST 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN5IDE THE BUILDING, REQUIRED 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 Results to be Verified 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 (Ib RAD) BEND. THE at Slab Inspection MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER .�.. FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER • nF IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SY5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 2138 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION`OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES 1 9 4 REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE ;AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL REVISION LOG FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 x c w DAVIS BEWS DESIGN GROVP J0 0 EST. 1994 o_- J N - /0 N co T V/ m N m , ? L >_.1M °SIL• 1- 0 0 roJ V =T� 0iC°0 3�E j[tro6 tN 0 L. ror 0U) �+ Z 20 FLOOD ZONE REQUIREMENTS: 2 B 1 - UPPER FLOOR PLAN NOTES FLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. d M �r ASPHALT 5HINGLE5 (IF APPLICABLE) : ... a 0 2 B 2 - UPPER FLOOR PLAN DIMENSIONS WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND RW5.2b.1Lm 0 z° 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 Q 3 B 1 -FRONT ELEVATION 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, W ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL1;r ) m J 3B2 SIDE ELEVATIONS 800 F PLAN BUILDING SECTION 14x2) ANq GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION ��11 � '+a I L' 8905.2.1. �o/�� OA 3B3 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) _ .b ��•' THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR B4 - FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FIFTH EDITION WHERE THE VAsn IS DETERMINE[) IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE» 2 t1 II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH ,4 4< 4A- MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS ��,., �•.,�, •• �� OF RAS 118,119 OR 120. 4B - UPPER FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 0 ► �'�' 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-011 HIGHER THAN THE ROOF OR RIDGE THAT IS 10411 AWAY OR CLOSER TUB AND SHOWER AREAS: 0 I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 01325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 5HOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 711 RECORD COPY TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE 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 DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN (o INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. pLANS EXAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES ' DATE (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 [ n mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. �% 55ANFORD BUILDING DIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. [%***,% LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ITMmq ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SECTIONS M1411.3. THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FANS AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE (.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, COMPACTION TEST 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN5IDE THE BUILDING, REQUIRED 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 Results to be Verified 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 (Ib RAD) BEND. THE at Slab Inspection MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER .�.. FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER • nF IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SY5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 2138 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION`OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES 1 9 4 REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE ;AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL REVISION LOG FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 o_- FLOOD ZONE REQUIREMENTS: 2 B 1 - UPPER FLOOR PLAN NOTES FLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. d M �r ASPHALT 5HINGLE5 (IF APPLICABLE) : ... a 0 2 B 2 - UPPER FLOOR PLAN DIMENSIONS WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.2b AND RW5.2b.1Lm 0 z° 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 Q 3 B 1 -FRONT ELEVATION 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 14:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, W ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL1;r ) m J 3B2 SIDE ELEVATIONS 800 F PLAN BUILDING SECTION 14x2) ANq GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, ASTM D 4869, TYPE OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION ��11 � '+a I L' 8905.2.1. �o/�� OA 3B3 - FLASHING DETAILS CLAY AND CONCRETE TILE (IF APPLICABLE) _ .b ��•' THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR B4 - FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FIFTH EDITION WHERE THE VAsn IS DETERMINE[) IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER FB.C.R 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE» 2 t1 II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH ,4 4< 4A- MAIN FLOOR ELECTRICAL PLAN WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS ��,., �•.,�, •• �� OF RAS 118,119 OR 120. 4B - UPPER FLOOR ELECTRICAL PLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 0 ► �'�' 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-011 HIGHER THAN THE ROOF OR RIDGE THAT IS 10411 AWAY OR CLOSER TUB AND SHOWER AREAS: 0 I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 01325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 5HOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 711 RECORD COPY TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE 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 DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN (o INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE ENE) RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. pLANS EXAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES ' DATE (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 [ n mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. �% 55ANFORD BUILDING DIVISION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO A PERMIT ISSUED SHALL BE CONSTRUED TO BE A THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. [%***,% LICENSE TO PROCEED WITH THE WORK AND NOT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ITMmq ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT SECTIONS M1411.3. THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, EXHAUST FANS AND VENTING: CONSTRUCTION OR VIOLATIONS OF THIS CODE (.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, COMPACTION TEST 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY 0 TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN5IDE THE BUILDING, REQUIRED 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 Results to be Verified 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 (Ib RAD) BEND. THE at Slab Inspection MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER .�.. FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY ACCE6515LE FROM THE ROOM IN WHICH THE DRYER • nF IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SY5TEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 2138 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO TITLE • APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION`OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES 1 9 4 REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE ;AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL REVISION LOG FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 0, v IN ME - 4- H.B. ELEVATION, (-)0'-411 ELEVATION O 0'-411 m a. 3V/I./nll ©I 14' call 161-0" x w 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER. C cA co `A G.C. VERIFY � 8" 811 ACRYLIC 811 811 ``; I3' -0"x3-0" A/CI PAD (SEE MECH. (CONTRACTOR I ON LANAI FOR LOC.) I FOR 0 - L J ELEVATION 161-211 8'1 (-) 01-411 9'-211 3'-411 811 II - � rr� N m . I REGE55 FOR POCKET SLIDER zQ II�� 4" P.v.G. 6 L °ALL -11 I 0 0 ro� e„ 3/4" P.Y.C. � o=C°o CONDENSATION, sc*1� DRAIN BY PLUMBER �� ON n e OG20 Z 5 N N Q N 61-1111 Ill 111 N TILE SEAT A5V. — SHOWER RECE56 9 2'-011 "' = AIR HANDLER REFERENCE LINES FROME� LEVATION LLI / --j UPPER FLOOR ~w 0'-/n11 —2x& WALL— (OPT. II OPT. I LWASHER J LDRYER J _ _ — _ — — — — — /_1 � J KJ -Ill 4 P.V.C. / LL7�LJJ - I � SINK r- O// W/ D15P 2'-111 18'-911 41-811 41-611 P.V.C. o CONDENSATION PROVIDE WATER J I ,� a CONDENSATION a DRAIN BY ^c J LINE FOR ICE MAKER /�� 3/4" RECE55 s, PLUMBER /,� Ire FOR ENTRY DR. �, \\ \c <V M�y� _ ... L 1 A Cn V% 50 GAL— -'� �G W,H. 51-011 3'-811 811 2' 8" T -I" 2'-91/211 3'-51/2" 91-011 811 PAVERS ELEVATION I (-) 01.411 j � � I � � I I I I i I b C.J. I ---------- +-------- C.J. ------------ I eo I I I t I vl I ELEVATION i . LEAD WALK qq PAVER DRIVE / 3B2 11.811 11-01' 2'-8'1 161-011 21-811 81-811 211-411 e M JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED x w 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER. C to 0 0 J h 0, NN N NM rr� N m . I i. >.J C4 6 L °ALL 0 0 ro� e„ � o=C°o E sc*1� L �'cp �0 �� ON n �M OG20 Z JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES 16-1924 * * * * * * • SHEET G.G. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" - I'-011 ** GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.CAM TAMPA • DENVER. EST. 1994 �--- TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES 16-1924 * * * * * * • SHEET G.G. VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE SCALE: 1/4" - I'-011 ** GARAGE RIGHT STAIR NOTE5: RAILING BALU5TER5 6HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RI5ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE6T R15ER. HANDRAIL ENDS 5HALL BE RETURNED OR SHALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A 5PAGE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * UNpER-5TAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER 5TAIR5 6HALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.G. 2010 RESIDENTIAL CODE 8302.1 ALL GUARDRAIL5 AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.G.R. 5TH EDITION (2014). STAIR SECTION G.G. VERIFY 1ST FLOOR SCALE: I/4" = I'-0" IRON RAILINGS * * * * G.C. VERIFY • POP-UP OUTLETS SHIM A5 150 STATE STREET EAST OLDMWk,1-7ARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA • IJEIVVER REQ'D WINDOW WIDTHS 1" GA51NG 36" H. CONTINUOUS 42" H. STD. PLAN) BASE CABINET GRASPABLE LOW WALL BACKING 1/2" DRYWALL 3/4" PLYWD. TOP RAILING ti. >JC'4 (D DECKING U) LINE OF 6'-8" MIN. BEAM 22 5H 32 5H W BEAM HEAD CLEARANCE FLOOR d66 Eci+• .0CC L FLOOR 5Y5TEM N p f0 = 39" 13 5H 1/2 33 5H 23 5H 33 5H SYSTEM J 10.00" (TYP.) 51" 14 5H 1/2 34 5H 24 5H 34 5H 2x 5TRINGER5 03 al z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H i --i I� z IRON 12" 16 5H 1/2 36 5H 26 5H RAILING 3 d- LINE OF I" NOSING Lu WINDOW 5IZE5 ANP INSTALLATION MAY VARY PER � DOOR IN I I (TYP.) REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW `9 FOREGROUND GLA55- F.GJ 2x TREADS AND 1 I Ix RI5ER6 (TYP.) 11 TREAD6 AT 10.00" EACH UNpER-5TAIR PROTECTION ENCLOSED ACCE551BLE SPACE UNDER 5TAIR5 6HALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.G. 2010 RESIDENTIAL CODE 8302.1 ALL GUARDRAIL5 AND HANDRAILS TO COMPLY WITH FBC 8301 AND TABLE 8301.5 PER F.B.G.R. 5TH EDITION (2014). STAIR SECTION G.G. VERIFY 1ST FLOOR SCALE: I/4" = I'-0" IRON RAILINGS * * * * G.C. VERIFY • POP-UP OUTLETS SHIM A5 150 STATE STREET EAST OLDMWk,1-7ARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA • IJEIVVER REQ'D WINDOW WIDTHS 1" GA51NG 2011 2x 5TUD6 (PER STD. PLAN) BASE CABINET 1/16" 0.5.6. CALL BACKING 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 1411 q v TEMP. GL. ENCL.- ON 42" H. LOW WALL HAN5EN BOX m 0 PINEAPPLE GROVE MEDALLIONS OR DECORATIVE APPLIQUE BY BUILDER FLAT HEADER -� AT V-0" AFF. T.O.M. 9:4 A.F.F. f i — I3 -0u x3-0" A/CI PAD (SEE MECH. (CONTRACTOR FOR LOC, 1 L — _ — J 3 - 26 6H. HD. AT 6-0" T.O.M. * EGRESS 9'-4" Tori, 9'-4" AFF. toll. 9'-4" A.F.F. r.o.M. AFF. T.O.M. V-411 _4 AFF. � Q N Cl * * * * * * * ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS SHALL COMPLY WITH 8310 PER F-5-C.R. - 5TH EDITION (2014). TYPICAL MASONRY • K m w WINDOW SCHEDULE 150 STATE STREET EAST OLDMWk,1-7ARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA • IJEIVVER G WINDOW WIDTHS 0 2011 27" 31" 53" ~ WINDOW CALL -OUTS ti. >JC'4 (D 26" U) 12 5H 1/2 32 5H 22 5H 32 5H W O d66 Eci+• .0CC L N p f0 = 39" 13 5H 1/2 33 5H 23 5H 33 5H 0 ZG20 J 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 i --i z 12" 16 5H 1/2 36 5H 26 5H 36 5H 3 G.G. VERIFY MA50NRY OPENING5 FOR ALL WINDOWS, Lu WINDOW 5IZE5 ANP INSTALLATION MAY VARY PER � MANUFACTURE 5PECIFICATION5. 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW USED (51NGLE HUNG -5H, CA5EMENT- C511T, OR FIXED GLA55- F.GJ * * * * * * * ALL EMERGENCY ESCAPE AND RE5CUE OPENINGS SHALL COMPLY WITH 8310 PER F-5-C.R. - 5TH EDITION (2014). • JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED • K m w 150 STATE STREET EAST OLDMWk,1-7ARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA • IJEIVVER G 0 ra to 0 ~ V+MryN ONS"!co ti. >JC'4 oL Nc'O O O d66 Eci+• .0CC L N p f0 0 ZG20 • JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED V) V / c 00 0 NNW Z iliplow �' 40, .. •,• 0 ••�� 'powlkv 1 0 0 (9f) pmmq0 t4ftor***.. ��>��_t�ING HATCHING LEGEND S A N F J0"RD INSULATE WALL w 1 92 J TOTAL. SQ. FT, 27915.F, �j MAIN FLOOR PLAN NOTES GARAGE RIGHT 2138 oil E MAIN FLOOR PLAN NOTES DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWk,1-7ARIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WX)AVLSBEWS.COM TAMPA • IJEIVVER EST. 1994 (z--- V) V / c 00 0 NNW Z iliplow �' 40, .. •,• 0 ••�� 'powlkv 1 0 0 (9f) pmmq0 t4ftor***.. ��>��_t�ING HATCHING LEGEND S A N F J0"RD INSULATE WALL w 1 92 J TOTAL. SQ. FT, 27915.F, �j MAIN FLOOR PLAN NOTES GARAGE RIGHT 2138 oil E MAIN FLOOR PLAN NOTES DETAILS iETiAiiu REFER TO SHEET 2AI 14'-0" 16'-0" %� x 0 w DAVIS(;a) Ll 16 BEWS DESIGN GROUP � J rO Lo 0oJ �W N' ti 00 2 c4 NMI0 0 1 ��M �. ` • 71� 00 6. 0t C0 1 3�E Fcli cot_� o r-� 0 v Z'T� FOR MAIN FLOOR C) II.411 131 411 11.411 PLAN NOTES IL -------`A t' - � to = r ----I i.8 811 811 LANAI e I I I I I 18" 7' 3" 8'-1111 811 S'-2" M.O. 314" N.B. FAMILY ROOM MASTER SUITE N u, 6' 0" M. BATH � O - DINING ROOM m I O - UTIL 0 T _ It V/\ :ODO? KITCHEN °' o /i 8-/ i PWDR - � p' i N O � o I II II I II 5.0I 3-8I 34 1 II I II 2I 63 I II 98 I ENTRY F --------- GARAGE ZP �— — — — — — — — — — — — — ---- ----, M I I I I REFER TO SHEET 2AI FOR MAIN FLOOR 114" 1' 0" 2'-811 M.O. 2'-8" PLAN NOTES 8'-8" 'k16'-0" 21 411" JOB NUMBER 260r2, 40 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED 0-3 owma L1 M %� x 0 w DAVIS(;a) Ll 16 BEWS DESIGN GROUP � J rO Lo 0oJ �W N' ti 00 2 c4 NMI0 0 1 ��M �. ` • 71� 00 6. 0t C0 1 3�E Fcli cot_� o r-� 0 v Z'T� EST. 1994 C) ui M JOB NUMBER 260r2, 40 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED 0-3 owma w L1 M %� QUO d 'v .119� c=jV) DAVIS(;a) Ll 16 BEWS DESIGN GROUP � 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 w 110 oC0 Lr) 0 1 0 J 0,.....1.1 'I 2138 #16.192 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 1'-0 GARAGE RIGH1 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • L1 M %� QUO d 'v .119� c=jV) � / NINEQ Z C) ui M IL .z 110 oC0 Lr) 0 1 0 J 0,.....1.1 'I 2138 #16.192 MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = 1'-0 GARAGE RIGH1 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • REFER TO SHEET 25 FOR UPPER FLOOR PLAN DIMENSIONS 3050 SH. HD. AT 1'-8" d - - - - - - — — — — — — — — — I 2x4 I,2x 3050 SH. I FRAME FRAME HP. AT T-8" I WALL WALL * EGRESS I FLUSH FRAME TO FURRING BELOW BEDROOM 2 a 11 -10 x10 -4 9'-0" FLAT CLG. l k 42" H. LOW WALL g1.011 CLG. OPEN TO BELOW 2 - 4050 FG. I HD AT T-8" ASV. 2ND F.F. FLUSH FRAME TO FURRING BELOW LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. M TILE CPT. 1 Sx6 $ BEDROOM 3 2-4x6-8 BFp, 11'- 0"x11'- 2" 9'-0" FLAT CLG. �a ssx a e a 02 i CLG. e ci I ws BEDROOM 4 a 3050 5H; „ 11'-0"x11'-6" HD. AT 1 8 9'-0" FLAT CLG. 1 I SADDLE 2-3050 5H. HD, AT 1'-8" * EGRESS i G.C. VERIFY FOR R38 CEILING INSULATION I — — — — — — — — — — — — — — — — — — — — — — — — — — AA 352 a Q_ a o REFER To SHEET 25 FOR UPPER FLOOR PLAN DIMENSION 6 TYPICAL WOOD FRAME x l0 w CLZ 150 STATE STREAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAN -IPA • EVER MDN ��-� EST. 1994 �� WINIDOW WIDTHS LLI } 0 20 24 36 48 HWINDOW f 36"x22" 9' 0 ATTIC I CLG. -OUTS BATH2 L AccEaS— J g 0° clin > PJM 20 • ISIS F.G. 2018 F.G. 3018 F.G. 40181=d Lu TUB/ C 00 g E SHOWER 0>0 C4 r. 0 1) _ �8 1820 F.G. — — —lbPAN 3020 F.G. 4020 F.G. PROVIDE11111F J AND UNDER A.HA.H. 36" u I 2030 5H 3030 5H 24" H. A/C ---J PLATFORM 42" H. LOW WALL Z 48"0 TUB/ 2040 5H 3040 5H 4040 5H SHOWER Z CLG. 60" BATH 3 1850 5H 2050 5H 3050 5H 4050 5H 9'-0" 1860 5H 2060 5H 3060 5H 4060 5H CLG. 0 G.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, UJI VJ WINDOW 51ZE5 AND INSTALLATION MAY VARY PER Q MANUFACTURE 5PECIFICATION5. O s REFER TO FLOOR PLANS FOR STYLE OF WINDOW N 42" H. LOW WALL g1.011 CLG. OPEN TO BELOW 2 - 4050 FG. I HD AT T-8" ASV. 2ND F.F. FLUSH FRAME TO FURRING BELOW LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. M TILE CPT. 1 Sx6 $ BEDROOM 3 2-4x6-8 BFp, 11'- 0"x11'- 2" 9'-0" FLAT CLG. �a ssx a e a 02 i CLG. e ci I ws BEDROOM 4 a 3050 5H; „ 11'-0"x11'-6" HD. AT 1 8 9'-0" FLAT CLG. 1 I SADDLE 2-3050 5H. HD, AT 1'-8" * EGRESS i G.C. VERIFY FOR R38 CEILING INSULATION I — — — — — — — — — — — — — — — — — — — — — — — — — — AA 352 a Q_ a o REFER To SHEET 25 FOR UPPER FLOOR PLAN DIMENSION 6 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R 5TH EDITION (2014). * * * * * * * CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER RB.C. 2010 RESIDENTIAL CODE 8612.3 ��\LUI/vG ' F. #16" 1924 TYPICAL WOOD FRAME x l0 w WINDOW SCHEDULE 150 STATE STREAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAN -IPA • EVER MDN ��-� EST. 1994 �� WINIDOW WIDTHS 0 20 24 36 48 HWINDOW IFI" CALL -OUTS Z > PJM 20 • ISIS F.G. 2018 F.G. 3018 F.G. 40181=d Lu C 00 g E F= roZ � 0>0 C4 r. 0 1) _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 J 36" u 1830 5H 2030 5H 3030 5H 4030 5H Z 48"0 1840 5H 2040 5H 3040 5H 4040 5H Z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.G. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, UJI VJ WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. O 4z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C.R 5TH EDITION (2014). * * * * * * * CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS 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 A50VE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER RB.C. 2010 RESIDENTIAL CODE 8612.3 ��\LUI/vG ' F. #16" 1924 • JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED x l0 w 150 STATE STREAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAN -IPA • EVER MDN ��-� EST. 1994 �� ro Jto 0 J O 0 > PJM Lma��,U' • 00 ro= � J � 0 C 00 g E F= roZ � 0>0 C4 r. 0 1) p�l�ti 410 Z v • JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED UPPER FLOOR PLAN NOTES GARAGE RIGHT i Ti(� DAVIS BEWS DESIGN GKOVPEET 150 STATE STREAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAN -IPA • EVER MDN ��-� EST. 1994 �� UPPER FLOOR PLAN NOTES GARAGE RIGHT REFER TO 5NEET 251 FOR UPPER FLOOR PLAN NOTES e� , J4 #1 6~19 4 UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" - 1'-0" GARAGE RIGHT • TI TLE • UPPER FLOOR PLAN DIMENSIONS x m w 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER C Lo 0 �o 0 .2NM Lo >PJM `� 6��• 00 mm v'm�0 ocoCo E6 iL- = 0 �) z0CJ o o • TI TLE • UPPER FLOOR PLAN DIMENSIONS DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OUXMMk, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 � • TI TLE • UPPER FLOOR PLAN DIMENSIONS 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 oOF ALL RA15ED TEXTURED FIN15H BANDING QAND SAND FINISHED KEYSTONES (WHERE Lu > APPLICABLE) IF THICKNE5516 TO BE "` DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION J, TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE51DENTIAL CODE 8103.6.2. AND ASTM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / rtin C`Anlr% r-TRITP`I I iirvr��-�nir SCALE: 3" - 1'-0" �c CLEAR OPENING HEIGH75 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE R612.3 PLT. HT. 4" BANDING STUCCO L-51HINGLE>245UB-FA5CIA 12 b� ROOF � SHINGLE I� Ll S Q6 12 LSNINGLE Q6 6 I6 ROOF TEXTURED FINISH 4INGLE CO Nd r- ❑ -TEXTURED __ N QUIONS (TYP.) QUION5 (TYP.) L, Lm STUCCO SECOND FF. LINE _ FINISH �— STUCCO FIN15H -- SHINGLE I� Ll ROOF 6 I6 171 F7 E 171 F-1 [71 [71 1 OL APPLIQUE BY BUILDER TEXTURED TEXTURED FINISH 4INGLE MINIM PLT. HT. "BANDING SECOND FF, LINE M —10" BANDING v III -all W. x 3'41 H,— DECORATIVE FOAM SECOND FF. LINE _ I'-0" BANDING ROOF C Lo LoLOo 19 T.O.M. 171 F7 E 171 F-1 [71 [71 1 OL APPLIQUE BY BUILDER TEXTURED TEXTURED FINISH MINIM PLT. HT. "BANDING SECOND FF, LINE M —10" BANDING v III -all W. x 3'41 H,— DECORATIVE FOAM x w EET 150 STATE STREAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM C Lo LoLOo 171 F7 E 171 F-1 [71 [71 1 OL APPLIQUE BY BUILDER TEXTURED Nti CO Nd 0 2, r- ❑ -TEXTURED __ N QUIONS (TYP.) QUION5 (TYP.) L, Lm d1L• TEMP. `� c J T3O O�C0 MAIN F.F. LINE E �= L In 0 010%� cq Z 7 O 1 Z N MAIN FF. LINE G.C. VERIFY GLASS © COPYRIGHT 2014, TAYLOR MORR150N 4" BANDING INSERT FOR FRONT GRADE LINE (ASSUME ) DOOR. D FRONT ELEVATION_ SCALE: 1/4" = 1411 GARAGE RIGHT x w EET 150 STATE STREAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM C Lo LoLOo 0 J N0) "B" GARAGE RIGHT • JOB NUMBER 26002,140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED x w EET 150 STATE STREAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM C Lo LoLOo 0 J N0) Nti Nd 0 2, r- �. > 'Jm L, Lm d1L• 0 0 `� c J T3O O�C0 E �= L In 0 010%� cq Z 7 O 1 Z • JOB NUMBER 26002,140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED 6b W a� co eo i ® ® Z W O J LL. r m ,."`i'�' �✓ �''a�~.�, � Vii,, W z � oC DAVIcm 00 CID ne 0 0 >= S BEWS DESIGN GROUP • TITLE • FRONT ELEVATION DETAILS rl...��,')',\-.Dl 1�^1g24 ELEVATION EET 150 STATE STREAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. �-� EST. 1994 6b W a� co eo i ® ® Z W O J LL. r m ,."`i'�' �✓ �''a�~.�, � Vii,, W z � oC DAVIcm 00 CID ne 0 0 >= S BEWS DESIGN GROUP • TITLE • FRONT ELEVATION DETAILS rl...��,')',\-.Dl 1�^1g24 ELEVATION LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS Q 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. # UPPER 2/3 ROOF VENTS REQUIRED =1 - '---------------- - HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. I ij� t �� ACTUAL SOFFIT VENTILATION = 310.4 SQ, IN. I I 4:12 0 4:12 I -� —r► I ------------------�--------------------- I I I N I I I I I I UPPER ROOF i D VENT REQUIREMENTS i 6:12 VENTILATION CALCULATIONS i �- ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ. FT. X 144 = 612 SQ. IN. i o 6:12 HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 a I � I HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. I I ACTUAL SOFFIT VENTILATION =1480.8 SQ. IN. I I I I VENT CALCULATIONS BASED ON THE FOLLOWING I �� I G.C. VERIFY FOR * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT j I R38 CEILING INSULATION I G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS I REQUIRED, PER MANUFACTURER'S SPECIFICATIONS 6:12 L y� I OF NET FREE AREA PER VENT. Lu bio SADDLE 2 L 6:12 ------------------ `�! i I REFER TO COVER SHEET GENERAL NOTES FOR 6:1 I i ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER ----------- , 6:12 Lu 6:12 I A I I � I GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 408 SQ. FT. / 300 =1.36 SQ. FT. I IQ I X 144 =196 SQ. IN. I I HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 j I ---------------------------I HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ, IN. ACTUAL SOFFIT VENTILATION = 539.9 SQ. IN. 1'-0" TYP. AA OVERHANG AT HIP ROOF PLAN SCALE: 1/8" = 14" 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: SHEATHING PER PLAN THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING a AND SAND FINISHED KEYSTONES (WHERE 3 15" FELT DRAINAGE PLANE x > APPLICABLE) IF THICKNE5515 TO BE "' f__ DIFFERENT IT WILL BE CALLED OUT AT L Lu SPECIFIC KEYNOTE CALL -OUT 5 1/8" STUCCO THICKNESS THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION 4 PAPERBACK LATH TO BE PER 2010 F.B.G. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. I MEMBRANE STRIP COVERING WOOD EPAsNaltEENruNDERNON JOIoX D" TYP. CROSS-SECTION OF RAISED BELOW CMU TEXTURED FINISH BANDING AND / m I OR SAND FINISH KEYSTONE 2 METAL OR PLASTIC EXPANSION JOINT SCALE: 3" : I' 0" I FROM TOP OF CMU 5/8" STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL PER M.C.D. ENGINEERING SCALE: 3" - 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE 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. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.G. 2010 RESIDENTIAL CODE 8612.3 0 =q - 'moi GIRDER 6 IE TRUSS ROOF TRUSSES AT 24" O.C. — (TYPICAL) GARAGE PLT. HT SHINGLE ROOF D SECOND F.F. LINE 4 T.O.M. MAIN FF. LINE 9 12 GIRDER 6 lE �� GIRDER ROOF TRUSSES TRUSS 12 AT 24" O.C. %...1 (TYPICAL) o❑ R. 3 LOFT - /2.5TORY Pin 0011 m VOLUME 7 D 4 FLOOR SYSTEM -BEAM BEAM KIT. GONG. u FAMILY ROOM LINTEL oa INING 0� SECTION AA SCALE: 1/6" - I'-0" 12 12 � Q6 6� 5HINGLE 12 6 ROOF 7 �6 % PLT. HT. — TEMP. Z TUCCO o; FIN15H � Q6 / /SHINGLE SECOND FF. LINE ROOF - - — — r.oM. /TEXTURED L TEXTURED FINISH FIN15P 7 MATCH - ; DISTANCE AT FRONT MAIN FF. LINE — GRADE LINE TEMP. G.C. VERIFY GLASS (ASSUMED) INSERT FOR FRONT DOOR, LEFT ELEVATION SCALE: 1/8" = I'-0" 6 12 a6 L SHINGLE ROOF PLT. HT. PLT. HT. /STUCCO e FINI* °' SECOND FF. LINE 4F DSH] 4 /� SHINGLE _ SECOND F.F. LINE T.O.M. ROOF TOM. - — m TEXTURED = FINISH TEXTURED d @ FIN15H v MAIN FF. LINE TEMP. MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION SCALE: 1/8" - 14" SHINGLE 6 IE 12 ROOF 6 12 12 SHINGLE a6 6 ROOF PLT. HT. PLT. HT. PLT'. HT. STUCCO FIN15H * /STUCCO SHINGLE T FIN15H ROOF 6/SHINGLE 12 SECOND FF. LINE ROOF 8 SECOND FF. LINE g a4 SECOND F.F. LINE T.O.M. _ T.OM. _ T.O.M. - M 7 19 /TEXTURED %� /TEXTURED M b MATCH FIN15H FIN15H 7 @ �, D15TANCE �l "O �l AT FRONT MAIN F.F. LINE MAIN FF. LINE MAIN F.F. LINE — - - - - - - - - - - - - - - - - - - - GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" = 1'-0" n 6-124 ## 1 ELEVATION "B" JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED x 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C Lo U �0 0 J hrn am V >>"IM L °ALL • o O ro 20 _TP- '� J V 3�E0 _o�Co F L o m Za JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED a m O V / c,j °p r ® p Z CD w u- m oz 0: 0 111 0 V) 0 0 0 SIL/ J 2138 • TITLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • GARAGE RIGHT II. 0II DAVIS B EWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. a EST. 1994 �y a m O V / c,j °p r ® p Z CD w u- m oz 0: 0 111 0 V) 0 0 0 SIL/ J 2138 • TITLE • SIDE ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • GARAGE RIGHT II. 0II BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING 7F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ;RICANS STRAP PER )F FRAMING PLAIN 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 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 Lill 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 AND DECK FLASHING.EXTERIOR FINISH LIQUID NAIL BRAND OR EQUAL �WATER PROOF CAULKING I�PER BUILDER 1 = PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �FgryF FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST ! eqR 0P' SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) s� �p 9 - WEATHER RESISTIVE BARRIER CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER OPTION - A WEATHER i / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE FLASHING 2 WOODEN (ASSEMBLED FLASHING 1 SIDING WINDOW) , 2 i i SILL PLATE i FLASHING SEE NOTE #2 FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING NAILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 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 WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. uj a: m cn R703.2 WATER -RESISTIVE BARRIER ao ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ""' r M 6 ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF CDa z 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 si1�°,°►i3�� t.# m TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE ��i, EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. '°ey�c�y R703.8 FLASHING ° o a: 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: cem 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ryoo 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 0 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 � 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. 2138 6. AT WALL AND ROOF INTERSECTIONS. •111111•�/�•�IIAf��llllllll • TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SALIFORD RAV # 1 • SHEET • FLASHING DETAILS 3 N,T.5, - B3 • JOB NUMBER 26002.140 • CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED K ro DAVIS BEWS DESIGN GROVP Lo U �o EST. 1994 J hrn N��(y) �. >;JM ``��;IL 0 0 J T O �w o :� 0 LLtro�, t 0. oNroti 4a Zr v • JOB NUMBER 26002.140 • CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 SHEATHING TEXTURE FINISH COAT BROW COAT SCRATCH COAT ° SELF -FURRING LATH ° ° TWO LAYERS WRs WEEP SCREED TERMINATE SELF ADHESIVE FLASHING EXTERIOR SHEATHING --�` REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING ° IA#Ai i OUCATUlkif] ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING] 6" z j z DIVERTER FLASHING Mitis DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH^ r HOLD EXTERIOR rfiyFINISH 2" ABOVE ROOF .o'..i:.a.°.3.°.°p�.:• FLASHING CAULKING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) 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 _ SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING / \ Or SELF -ADHERED FLASHING SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKIKI NG ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 SELF -ADHERED FLASHING INSIDE CORNER TEXTURED, PAINTED x ro DAMS BEWS DESIGN GROUP ICKET AS AT LOWER N05E OF EXTER. WALL FINISH J N TV/ ASPHALT BASED CIFIED ROOF CRICKET: 6" X 18" H GALV. ,0 �N�(h SEALANT APPLIED PLAN MIN: 3:12 SLOPE SELF ADHESIVE BEHIND FLASHING �NLM (REQUIRED AT FLASHING 0 CJD^ o:�Co ALL LEVEL VALLEY VERTICAL WALL MA50NRY BLOCK 0 N .- to ._ , to AND EXTENDING A LOCATIONS) AT ENTRY ROOF WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --�` REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING ° IA#Ai i OUCATUlkif] ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING] 6" z j z DIVERTER FLASHING Mitis DRIP EDGE FASC FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH^ r HOLD EXTERIOR rfiyFINISH 2" ABOVE ROOF .o'..i:.a.°.3.°.°p�.:• FLASHING CAULKING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED ASPHALT ADHESIVE NEEDED IN CORNERS ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED FLASHING SEE FLASHING SELF -ADHERED FLASHING FLANGED WINDOW (SEE DETAIL WP01) 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 _ SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING / \ Or SELF -ADHERED FLASHING SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKIKI NG ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 SELF -ADHERED FLASHING INSIDE CORNER FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT ROOF °�GK q��sy <<o Fqq qc c� 9ST OHO/A,0 SI OA, 2 /�cR R°°F °AGK TYPICAL ROOF TO Oo �F� o�oo z'S✓ ° "'),"PyM�N� \ a EN°4PP fV?,°aE WALL FLASHING DETAIL ggT�,�o,c yTNG°UR�NG°ARSE 3R°GOUpG0?Ise SE MElP4° ,or, RAKE METAL 22 29 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL 14" 2 FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IIS COURSE USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1" 36" 8" 8" 8" 8" 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER 7/16" O.S.B. 7/16" O.S.B. SHEATHING , SHEATHING KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR PP� CEMENT PLASTER OVER BLOCK 1 ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB 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 „o SCREED OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER METAL FLASHING FLASHING DETAIL ATERIAL PER ONS WITH APPROVED .AYMENT (REFER TO SHEET) 31NEERED ROOF ;S AT 24" O.C. WALL PER PLAN INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH )HERED FLASHING TEXTURED, PAINTED x ro DAMS BEWS DESIGN GROUP ICKET AS V r 0 EXTER. WALL FINISH J N TV/ ASPHALT BASED CIFIED ROOF CRICKET: 6" X 18" H GALV. ,0 �N�(h SEALANT APPLIED PLAN MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING �NLM (REQUIRED AT 0 CJD^ o:�Co ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP 0 N .- to ._ , to AND EXTENDING A LOCATIONS) AT ENTRY ROOF z MINIMUM OF 6" ABOVE SHINGLES ui VERTICAL RISE OF FLASHING AT KNEEWALL 6" X 18" H GALV. r > ;.. FLASHING CONT. - i� SEALANT i — ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT ROOF °�GK q��sy <<o Fqq qc c� 9ST OHO/A,0 SI OA, 2 /�cR R°°F °AGK TYPICAL ROOF TO Oo �F� o�oo z'S✓ ° "'),"PyM�N� \ a EN°4PP fV?,°aE WALL FLASHING DETAIL ggT�,�o,c yTNG°UR�NG°ARSE 3R°GOUpG0?Ise SE MElP4° ,or, RAKE METAL 22 29 DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -' FIGURE 4: VALLEY DETAIL 14" 2 FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER SAVE 7" PIECES THE RAKE AND EAVES ABOUT TO USE IN 5TH 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IIS COURSE USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 1" 36" 8" 8" 8" 8" 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER 7/16" O.S.B. 7/16" O.S.B. SHEATHING , SHEATHING KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR PP� CEMENT PLASTER OVER BLOCK 1 ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB 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 „o SCREED OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER METAL FLASHING FLASHING DETAIL ATERIAL PER ONS WITH APPROVED .AYMENT (REFER TO SHEET) 31NEERED ROOF ;S AT 24" O.C. WALL PER PLAN INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED — FLASHING PATCH )HERED FLASHING JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REWSED x ro DAMS BEWS DESIGN GROUP V r 0 EST. 1994 F- - J N TV/ N n ,0 �N�(h �NLM 0 CJD^ o:�Co Er�rn 0 N .- to ._ , to 0 L!z0 ��° JOB NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REWSED uj f N Y 00 0 °z � LU v '-' j!� LL at A%�ti'111i �� ••'w• `� Ie .. /y i ter' ,�. • ••• /� i 1 2138 I I FLASHING AND SHINGLES I RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLA IEW E GENERIC AND MEANT 40' - FLASHING AND FLASH DETAILS OETHODS TO BE USED. N.T.S. • TITLE • FLASHING DETAILS • SHEET3 B • DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OL )WW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • L7EP4VER EST. 1994 F- - uj f N Y 00 0 °z � LU v '-' j!� LL at A%�ti'111i �� ••'w• `� Ie .. /y i ter' ,�. • ••• /� i 1 2138 I I FLASHING AND SHINGLES I RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF ROOF PER PLAN TYPICAL ROOF TO WALL FLASHING DETAIL PLA IEW E GENERIC AND MEANT 40' - FLASHING AND FLASH DETAILS OETHODS TO BE USED. N.T.S. • TITLE • FLASHING DETAILS • SHEET3 B • LECTf�,IICAL <� DUPLEX GZIVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER 0.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 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE g EXHAUST FAN Q', EXHAUST FANLIGHT COMBINATION ED ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� c SMOKE / CARBON MONO. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c 1 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GP.0 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.. J4" (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 ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NE.C. 2011, FB.C.R. - 5TH EDITION (1014), 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. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE DDISC. REFER TO FLOOR Tt'P. *14 AND $12 COPPER TO PLAN FOR NOTED MAIN DISC, INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO AMPS. REQUIRED WATER HEATER UNDERGROUND H w "8 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. I I i L A/C I \ v GF.I. FIXTURE 150 AMP. ELEC, I GRI. CLG. OUTLET PANEL FOR GD. OPENER r---------------------7 I GF.I. \ GF.I. 4811 AT 48" IR i i IRRIG. COACH CDACH LIGHT �\ LIGHT OUTLET +14" ELEC. METER - W.P. / GF.I. FOR TZ. SERVICE • JOB NUMBER 26002.140 • CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED •c x DAVIS BEWS DESIGN GPOVP C J r0 0 J �� N' 0cMv�M 00 o i. QNJM 6 ` �• 0 0 0 _n~ '� J V 0 >El u.04 41 r_� �m o60)� Zr�a EST. 1994 c-_— • JOB NUMBER 26002.140 • CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED 2138 61 #1_1924 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • TI TLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OUX MAk RORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.GAVISBEWS.COM TAMPA • L?ENVER. EST. 1994 c-_— 2138 61 #1_1924 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • TI TLE • MAIN FLOOR ELECTRICAL PLAN DETAILS • SHEET ELECTfRICAL <E"� 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER Ow.P. WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR �@E 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE (Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHPUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) T TELEVISION (OPTIONAL) Q THERMOSTAT DT ELECTRIC METER JEW ELECTRIC PANEL - DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U-5 ROUGH -IN FOR OPT. CEILING FAN v J <1 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 A5V COUNTERTOP) TELEVISION— 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I) 6. IT IS THE F-f:SPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F.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 IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. HORIZ LIGHTS G.C. VERIFY LOCATION FOR CEILING FAN PRE -WINS * * * * F.� #16 11 9-14 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • • x 150 STATE STREET EAST OLDWAk FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C J Lo rO jco ,u0w) �M�J d ..�- i. JM � U. 0 0 `u �troci �++N 0 ._ f0 `o co ON J08NUMBER 26002.140 CAD FILE NAME LOT 176 ISSUED 06-13-16 REVISED 2138 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAk FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F�- 2138 , • TI TLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • MEI AL GOA IINUS FUR USE WI I H HKESSUKE I REA I EU WUUU IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS G E N E RAL N OT E S METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. NOTES &CONNECTOR LEGEND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT SD1 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. SD4 GENERAL DETAILS 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR TWO STORY DETAILS SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES =60 PSF/100 PSF (IF BALCONY > 100 SQ FT) 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS' INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 20100 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2 CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI -B3 SECTIONS 1, 2 AND 3 U ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FASTENPENING FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH TOLERANCES - 1/4" + -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL. PERMANENT 2x CONTINUOUS LATERAL BRACE (CLS) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO T CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.11 T TABLE WI THIN BCSI-B3). ABLE 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND TOENAILS NOT. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND EXPOSURE B DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED WIND 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" O 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. 2712'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 V 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"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL WIND -BOURNE DEBRIS AREA. OPENING PROTECTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD Win' z s E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +172"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft = 1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11- 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc 1= 900 Fc 1= 900 Fc 1= 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SAG RESISTANT BOARD FOR 24 O.G. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. s 11 /" 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 PRO'J'ECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED) DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 CREATED ELEV. B WIND PRESSURE & SUCTION EFFECTIVE CREATED ELEV. C 4 (PSF) WIND 5 5/9/2014 (+) VALUE DENOTES PRESSURE AREA (SQ FT) CREATED ELEV. C W/ OPTIONAL LANAI w/ (± VALUE DENOTES SUCTION AREAO TRUSSWAY TRUSSES PER TB -39 O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 4/27/2015 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5D51 4 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 UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 CREATED ELEV. C W/ OPTIONAL LANAI w/ 1 /29/2015 TRUSSWAY TRUSSES PER TB -39 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS 7 4/16/2015 W/ BED ROOM PER TB -55 (TL/JV) 8 4/27/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 TRUSSWAY TRUSSES PER TB -100 CREATED ELEV. B W1 OPTIONAL LANAI & 10 6/11/2015 TRUSSWAY TRUSSES PER TB -38 SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LLJ M v Ui 00 .. 4 W • �► 4 O Z 0 p••�•006009000` ��' `7 m LL a � O x a • w �o a o r 0 z U c 0 it U Q U) �. W z a � � o O3 $* LU ��n Z _In I aw Z oF=29yr Q J WAIez :$ U) oiEAis g 18) a U QM LU �� -I D o LU LU m J W 0 cf) t s W zvo 0ZJ �Q F Y Q M 0 , N m F O W Z LL W >- 0 o�0� A STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AML DI/vG QC CHECK: EA AB'r t9 JOB No. TM - 2152536 SCALE: AS INDICATED DATE: 06-27-16 #1�"192 S1 (FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 30'-0" COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER 2 STORY FOOTING MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 14'-0" 16'-0 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM lo it 7 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". ■ To - 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z 2 ■ L� 2 RECESSING DOOR SILLS. O `\r� 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 1-- 6. - 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE A/C PAD F08 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F08 o SD1 LL = 1\SDo CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V 80 zo 80 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W - USE ALTERNATE APPROVED METHOD. W MF11 -4" FIN. FLR a I 0 MF01 I SD1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY SDI 13'-10" COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL IN _SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE - ■■AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION NOTE: EXTEND INSTRUCTIONS. FOOTING UNDER SGD 9. NO WOOD STAKES PERMITTED IN FOUNDATION. w & ADD (1) ADDITIONAL I ® 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED #5 REBAR I I DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO � DETERMINE STEP LOCATIONS IF REQUIRED o INTEGRATE INTO I � MAIN CMU 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS ® AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD W M ■ I I I I FOOTING STEP DOWN AND CORNER INFORMATION. ; ��%111111111111,L 00 �''' d ■ ® 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE �'•,.••••.• 6�J�O�i� Y o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH• �'• � �i� se � = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ; '•��.� Q Lj co MFO1 p. .. SD1 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER F06 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS o \ ot: Q W W FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL '•�••• a O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO b? •"•,• ..,w ••a.��` W J MF01 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ` ' 4 ®`�w M U- -4-4 - 11'-2" 3'-6" ( I ■ SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 11 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS,, 111M11111r b; ---------- DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). --- -- I THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 0° BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 cN.i I ■ PSF. I I 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO o Z _u.-_- _ 44 (� 0'-0" FIN. FLR DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND ol�'i 07 N O FOOTING SIZES PENDING DEPTH OF STEMWALL p4 C.7 p C? U- F03 fI I I 3 1/2" THICK CONC. SLAB W/ 6X6 I ■ �_ r� ■ SDI I W/1.4 XW/1.4 W.W.F. OVER 6 MIL d 0 O VAPOR BARRIER OVER FOOTING SCHEDULE `" 0 I _ h� p COMPACTED FILL. I M p}_. N O 12 x12 x12 dp w/ #5 s EQUALLY SPACED EA. F06 I I O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. C E -4 I SBARS & 3 MIN. COVER TO EDGE OF CONC. 41 U MF07 D1 N I 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. COD `--- -- SD1 ( O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.y��ViJ \�� I BARS & 3" MIN. COVER TO EDGE OF CONC. 0 ( 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. o � ® 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 8" ■ — o BARS & 3" MIN. COVER TO EDGE OF CONC. - '-4r I I 9 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 80 � 5 I �' 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. A BRS _ _ & 3" MIN. COVER TO EDGE OF CONC. BA I x32"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. ■ I 36 x36"x12" dp w/ #5's EQUALLY SPACED EA. o Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. J V O BARS & 3 MIN. COVER TO EDGE OF CONC. o n (5 -1F 8 (V '\ li LU n MF01 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. SD1 < 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z 06 W O M N { CI O BARS& 3" MIN. COVER TO EDGE OF CONC. w h- Z y r' ■ / / > r�48"x48"x12" d w/ #5's EQUALLY SPACED EA, O Z aUU / _ 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 0 O m F06 < BARS & 3" MIN. COVER TO EDGE OF CONC. J V) x 5'-10" SDI / N \ 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Q g / I 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q Z Z = W ® F05 BARS & 3" MIN. COVER TO EDGE OF CONC. Q O Q " E N SDI ■ 60"x60"x16" dp w/#5's EQUALLY SPACED EA. U -4" FIN. FLR F03 SDI O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. a 00 _ ` SF03 14 DI SDI BARS & 3" MIN. COVER TO EDGE OF CONC. z LU N L. "'oo � MF11 ,N,, —�� SYMBOLS LEGEND ~ Q o ��Vj SD1 ♦♦ iv -4" FIN FLR ( ~ LL 'IT boU- v 2 6 \\~ ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. j PAVERS 2 9'-31 " TO TIE BEAM (6'-8" O.C. MAX U.N.O.). o) j 00 091 -17 "' I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. ■ TO TIE BEAM. r 2'-91 3'-5Y2„ 2 STORY FOOTING 5-0 -0' 3 -8" 3 -4" 2'-1" �2 o I ■ ® 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. m ■ INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. W 3 I #5 CONT. FT.G TO TIE BEAM. W 0 o I MF02 b W ® I N SDI N IH to 11 (■ Zoo M I 0 Qua MF02 I SD1 I O M Q 0 C4 m z 0 LU -j _ W >°O . 0 ■o F-M� MF13 r � MD01 SD1 MD01 � � SD2 SD2 STRUCTURAL ENG CFG / BED T-10" 2'-8" 16'-0" 2'-8" - DR -RAFTING. ..... _.. ------ --- -- --..- — ._ 10"ANa� 7 8f_8" 21'4" �.-STRUCT: AML 10 O\�p� I 30'-0" C �� # QC CHECK. EA # U 1 JOB No. TIM - 2152536 SCALE: AS INDICATED DATE: 06-27-16 FOUNDATION PLAN 1/4"=11-011 S2 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. 13'-4" v11-4" T aN � SYMBOLS LEGEND Lu ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG, Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). Q • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z O F— PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN U W 0 cUjco o J O Q• ° Ali t� � � = Z 0% _j =Lga -� sg .. W Q .. :.� p °'�..., ° o o 0 IT `y o Z 0 o Y U Z Q V � am z W Z ° ca WZN Of V W (Da3 did Z 8 H Ng z W J 1 oEggg� ,Q p 4(W55E J �busiR W J Z U-9�� 0 W �w W O m W W o s w� Z OZJ � � Y p M 0 N m _1 w 5-00 -------- 1 1.0 0 I -2H "j STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AML __ QC CHECK EA JOB No TM - 2152536 SCALE: AS INDICATED / 11` - 9 2 DATE. 06-27-16 ,fit 4 DOWEL PLACEMENT PLAN 1/4"=11_01f 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BOTTOM & MID -HEIGHT OF CO UMN (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN rAll FILLED CELL PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN U W 0 cUjco o J O Q• ° Ali t� � � = Z 0% _j =Lga -� sg .. W Q .. :.� p °'�..., ° o o 0 IT `y o Z 0 o Y U Z Q V � am z W Z ° ca WZN Of V W (Da3 did Z 8 H Ng z W J 1 oEggg� ,Q p 4(W55E J �busiR W J Z U-9�� 0 W �w W O m W W o s w� Z OZJ � � Y p M 0 N m _1 w 5-00 -------- 1 1.0 0 I -2H "j STRUCTURAL ENG: CFG / BED DRAFTING: -STRUCT: AML __ QC CHECK EA JOB No TM - 2152536 SCALE: AS INDICATED / 11` - 9 2 DATE. 06-27-16 ,fit 4 DOWEL PLACEMENT PLAN 1/4"=11_01f 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 04 It y�°7 Cl) -n o a��^ oh ti c M M M Co ti (0 ti� WALL LEGEND 0 = 9'4" T.O.M. = INTERIOR/EXTERIOR D BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. --- z O 1— cUn W 0 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND FIRST FLOOR FRAMING 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. Uj w 00 •.� J o LLJ co LU —j Uj Q ri+ i J Z ❑_ •s••+� m LL +g, o 0 x p O a) 0 .. z Q � _am z Q J CL (D� p O rn Fn JQd WNS,g N n a z �ZVMO) Q N Z U) oF-P-0g O Q<jWCjE U a Uj 4 O F— O O �N� F- 1-- LL W 54m W W o CO s W Z�, z()0 O Z -i w oM°o ' N W �w�-a0 c� ) Q0= O F' F— A STRUCTURAL ENG. CFG / BED DRAFTING: STRUCT: AML QC CHECK EA JOB No. TM - 2152536 924 SCALE. AS INDICATED DATE: 06-27-16 PLAN 1/4"=1 I -01f S 4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIESCAP. (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN OL BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. OT BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O5 BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16"SYP TO POST: SIMP. HTS20 OR LSTA18 (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 2900 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN MTS 12 w/(14)10d x 12" NAILS BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf -1 3rd. PT. 860 BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 5" EMBEDMENT BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT 1/2" THREADED ROD @ 48" O.C. 1160if p PT. BW12 12" SYP ADJUST AS REQ'D TO MISS STUDS 6280 3rd. EPDXY MIN. 5" EMBEDMENT STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2' THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE, NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE [7�T>(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN �j (2)2X6 SYP #2 BUILT UP STUD COLUMN <S>(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST OM 6x6 SYP #2 POST ON 8x8 SYP #2 POST OP 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. OV 5-1/4"x7" LVL COLUMN. OX 7"x7" LVL COLUMN. OY 3 1/2" X 11 7/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 5' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 71" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 11 Od .148" x 3" 112d .148" x 34" 116d .162" x 32' 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO, CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 1Odx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" H2x10 META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 a (1)ply TRUSS (10)1Od x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24' TAPCONS H1OA w/(18)1Od x 12" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H1OA-2 w/(18) 1 O x 1z" NAILS FRAME TO FRAME H1OA-2 1070 H1OA-2 1245 H5.5x11.25 HTS20 w/(24)1 Od x 12" NAILS (10) 10d NAILS 82x12 WITH 1/2" FLITCH El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)1 Od x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ElH2.5A w/(10)8d FRAME TO FRAME 535 600 EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. MTS 12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 5' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. $ FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4"x2a' TAPCONS HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)1 Od NAILS w/a" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 1 Od NAILS & 8' EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVUPL MN TO FTG. OR COLUMN 1290 1300 COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS HTT4 w/(18) 16d x 22' NAILS w/a' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)1 Od x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT 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. 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR IST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 Sim TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TRUSS DESIGN. TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3.5x7.25 PLATE NAILS & (18)4'x24' TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3x12 PLATE NAILS & (18)4'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x2a' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D, (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Sim 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) LU J Q 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) TRUSS DESIGN. 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) � 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 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. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 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" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 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 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" 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. 15132" 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, 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 WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. W Q O O W W 0 110fILL! O Ui o • 44 0 O z W U V o � v am e� L.L 0a O Z �C o U--1 8 ui r N 0 Q0z "" Z ZZ Q � ro ~ N�� a O W n ago U V Z Q06 ��i� E W J Q M� j a J� z o�� r l- W 0 0w0 LLI r IC.fl m FLOOR FRAMING NOTES im w J Ul i�Gz W 0 O ..•• 'V"� �� to Ld Y 00 Sim S n 1 � SCALE: AS INDICATED OD U .. LU J Q •'° COp •fir �- M LL LEVELING CONCRETE IS REQ, CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z V 0 O Ui o • 44 0 O z W U V o � v am e� L.L 0a O Z �C o U--1 8 ui r N 0 Q0z "" Z ZZ Q � ro ~ N�� a O W n ago U V Z Q06 ��i� E W J Q M� j a J� z o�� r l- W 0 0w0 LLI r IC.fl m FLOOR FRAMING NOTES im w J Ul Up � Q0= NOTES: 12 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 STRUCTURAL ENG: CFG / BED MANUFACTURER. -- -------....... .- - ...-.. _ 3, G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH STRUCT AML DIMENSTIONS NOT SHOWN HERE. -- - - QC CHECK EA W 0 O _ _ . JOB No TM 2152536 GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. W S n 1 � SCALE: AS INDICATED 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. #16-1924 � � 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF W LEVELING CONCRETE IS REQ, CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z V 0 0Z NAILING SCHEDULE � W 00 O � FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0 M O PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). C4 NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL IM SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZEJ O Z 0WLL EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. Up � Q0= NOTES: 12 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 STRUCTURAL ENG: CFG / BED MANUFACTURER. -- -------....... .- - ...-.. _ 3, G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH STRUCT AML DIMENSTIONS NOT SHOWN HERE. -- - - NOTES & CONNECTOR LEGEND „- S4.1 1 /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, QC CHECK EA 6l _ _ . JOB No TM 2152536 fit:.';9:1 � S n 1 � SCALE: AS INDICATED #16-1924 DATE: 06-27-16 k NOTES & CONNECTOR LEGEND „- S4.1 1 /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, ADD STRAPS TO SO EA. SIDE OF WALL SD5 7� t` GO 0) o 0 o 0 0 0 0 0 0 0) W 1- p� o 0 0 o J07 J08 J09 A R09 R10 R11 R12 R13 R13 R13 R13 R13 R13 R12 R11 R10 R14 A R15 R15 R16 R17 R21 J14 J07 J08 J09 F SO SD5 J09 J08 J07 LO L It WALL LEGEND C� = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. EXTERIOR FRAME WALL SCHEDULE ow WALLS WITH PLASTER OR STUCCO FINISHES , 0=2 STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" wig 16" O.C. MAX 16" O.C. MAX 10'-0" 1 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 1 Mimi STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL 1 @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR 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. 1 fid► _ J07 J08 J09 F SO SD5 J09 J08 J07 LO L It WALL LEGEND C� = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 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. ALL EXTERIOR WALL SHEATHING TO BE MIN. 1/2" PLYWOOD OR 7/16" STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED @ ALL SHEATHING JOINTS. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR 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. NO 0 est >; p `,�Illllltly�/ W co 00 ,,�. �. .•• ,/ �,, a Y0 • : a� Q Z �•�� p=LLQ ��Q �j CD -�� 0- -JW a D 'moi : 8 ••••..• • • �� 0 M LL t/tllllllt�� o ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 0 M a � Q « r o, U 0' �d � am I z Z 0 a. W �n N E z Z F=75m (n o��g� Q O zQ��E U X LL Vs J xWLL„ Z�� p W U) m Ljr � W W o ~ (D 11 � t a W Zoo O Z -j N� S w 0 0 ' r � N m F— -jWW LU -) ap= o F- I- A STRUCTURAL ENG: CFG / BED DRAFTING: X5,4~s��D STRUCT AML QC CHECK EA JOB No TM - 2152536 #16"19 24 SCA1. LE: ASINDICATED DATE: 06-27-16 ROOF FRAMING P NU [I=: SEE PAGE 64.1 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") AT CORNERS PRECAST "U" METAL LATH OR I d BEND 0 PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN 4 ° . NO STANDARD #5 psi CONC. PER AL SHEAR WALL OVER COURSES "B" 11C,V A. HOOK BAR. LAP LINTEL PLAN. IF •• NOT REQ'D TO d ° •. 41/4 OTHER BARS INTO REBAR IS #4 BE FILLED. 5 5/8 91/2 20 CORNER AS REQ'D INDICATED IN • ` (SHEET METAL & #5 31/8 7 113/4 25 33/4 LINTEL, #5 TO BE '. 30 PAPER FELT 33/4 ' 14 FRAME INFILL AR06i4D,. 41/2 81/16 181/2 HOOKED INTO #7 j 43/8 PROHIBITED) WINDOW BY BUILDER 10" HOOK 51/4 9 13/16 21 3/4 SEE FOUNDATION ,�, SIDE VERTICALS ' SEE WF01/SD3 FOR / MORE INFO \ / F = FILLED WITH GROUT U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T �— QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT " 5'4 " 664 / 572 1761 / 1761 2595 / 2595 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 7'-4" 480/322 1334/1334 1964/1552 O 8RF6-1 B/1T 8'-4" 415/235 1152/1152 1694/1552 <. 0 ON EITHER SIDE U.N.O. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR O W L6 d #5 REBAR AT BOTTOM OF LINTEL ° 0 a a . ° 4'• a •,� .r. Z v a. ` i. '.��• (2) 2X8 WOOD HEADER LLF •-` •� TURNED SIDEWAYS. .': FIRST PLY 2X8 TO 0 ' MASONRY WALL W/ ' • DOOR OPENING .,'; •.:� SIMPSON HUS26 HANGER ��1111 @ EA. END. W/ (6) 3/16"'0x � 1-3/4" TAPCONS INTO °'d4. . d MASONRY & (4) 10d X 1 .I 1/2" NAILS INTO HEADER. z 2ND PLY TO 1ST PLY W/ 57.00m 10d STAGGERED @ 6" O.C. LU --) Q O T A °I 0 H LO I �a l I° Z W . q. A STRUCTURAL ENG: CFG / BED DRAFTING: �j ° A ° . S(�ti,lt �tD -STRUCT: AML d d' d° QC CHECK: EA I �.I, JOB No. TM =° 4 ROUGH OPENING PER PLAN AS INDICATED d — ' a ' A • d d `.4 ° -T. a GRADE 40 I d BEND 0 LENGTH . BEND 0 LENGTH 4 ° . NO -SHEAR WALLT OPENING TYPI AL SHEAR WALL SEGMENT "B" 11C,V A. #3 d •• 7 d ° •. 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 a .. n :�'.' . • ` TRANSOM OPENING #5 31/8 7 113/4 25 33/4 7 A4I!I I I I!I I4. °ll I ,�I i:l ° I: GRADE 40 GRADE 60 d BEND 0 LENGTH . BEND 0 LENGTH 4 ° . NO -SHEAR WALLT OPENING TYPI AL SHEAR WALL SEGMENT "B" 11C,V A. #3 17/8 •• 7 15 ° •. 41/4 °ll I ,�I i:l TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO ° I: GRADE 40 GRADE 60 •°' BEND 0 LENGTH . BEND 0 LENGTH 4 o "A" :a� TO "D" , Alt "B" 11C,V A. #3 17/8 •• 7 15 ° •. 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 a .. n :�'.' . • ` TRANSOM OPENING #5 31/8 7 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH . BEND 0 LENGTH LAP SPLICE o "A" ij. TO "D" , Alt "B" 11C,V LINTEL PER PLAN #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 :�'.' . • ` TRANSOM OPENING #5 31/8 7 113/4 25 33/4 7 151/2 30 :a 33/4 ' 14 FRAME INFILL AR06i4D,. 41/2 81/16 181/2 36 #7 j 43/8 9 13/16 WINDOW BY BUILDER 35 51/4 9 13/16 21 3/4 SEE FOUNDATION ,�, Y-4" 1081/920 2769/1716 4085/2839 ' SEE WF01/SD3 FOR / MORE INFO \ / F = FILLED WITH GROUT U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T �— QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT " 5'4 " 664 / 572 1761 / 1761 2595 / 2595 PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 7'-4" 480/322 1334/1334 1964/1552 O 8RF6-1 B/1T 8'-4" 415/235 1152/1152 1694/1552 <. 0 ON EITHER SIDE U.N.O. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR O 8RF14-1B/1T L6 d #5 REBAR AT BOTTOM OF LINTEL 0 CAVITY •,� Z v 0 ` OZ (2) 2X8 WOOD HEADER LLF •-` •� TURNED SIDEWAYS. .': FIRST PLY 2X8 TO 0 ' MASONRY WALL W/ ' • DOOR OPENING .,'; •.:� SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16"'0x � 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 .I 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 57.00m 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE o "A" 11811 TO "D" , Alt "B" 11C,V "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 81/16 181/2 36 #7 j 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 R U L #3=2Y" #4=2Y2" #5=2Y2" #6=3" #7=3%2 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"x8"x16"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 M 04 C9 13'-4" e 0 + BOTTOM REINFORCING PROVIDED O Q 8RF22-OB/1 T 7-5/8" ACTUAL IN LINTEL (VARIES) M 8F24-0B/1T 8" NOMINAL WIDTH FILLED a O 8RF30-1B/1T 00 io O 81732-1B/1T 1-1/2" CLEAR (D8RF30-0B/1T Q- 16'-0" PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS NOMINAL WIDTH W o O p_ () U) W 0 - - --- -- - - -- - - - o y U � 3 8,t STANDARD LINTEL NOTES STANDARD LINTELS BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-113/81724-013 81732-113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165 / 1969 6113/2931 8672 / 4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3686 8825/4592 6'-2" 488 991 /991 2661 /2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423 / 1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-O" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'4" 0 328/0 1234/0 1779/0 2662/0 14'4" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 W a, . o W O 8F20-1B/1T7 8F8 -0B/1T QCTJ 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 2. f PRESTRESSED LINTELS= 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110/0 450/0 824/0 1147 / 0 �o a 111111111 �� la�i w °) d�� cl, �••• • ''••.�• ��i W 00 .•�� '•� `� o 2 p; o = Z w Q o :, La W : ' : Q •' •�Gj �. Q ' PRO `� O >iellll 111%` RECESSED LINTELS -FILLED HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OBS 2'-4" 1694/1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 LINTEL DESIGNATION SCHEDULE ,�, Y-4" 1081/920 2769/1716 4085/2839 4'4" 846/833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS / F = FILLED WITH GROUT U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T �— QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT pci .� 5'4 " 664 / 572 1761 / 1761 2595 / 2595 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 O 8RF6-1 B/1T 8'-4" 415/235 1152/1152 1694/1552 U 0 8F8-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR O 8RF14-1B/1T L6 d #5 REBAR AT BOTTOM OF LINTEL M 04 C9 13'-4" e 0 + BOTTOM REINFORCING PROVIDED O Q 8RF22-OB/1 T 7-5/8" ACTUAL IN LINTEL (VARIES) M 8F24-0B/1T 8" NOMINAL WIDTH FILLED a O 8RF30-1B/1T 00 io O 81732-1B/1T 1-1/2" CLEAR (D8RF30-0B/1T Q- 16'-0" s O� 8F32 -0B/1T NOMINAL WIDTH w o Z O 2 Z (D O 81716-1B/1T o y U � 3 8,t TYPE DESIGNATION o� 0 LOo > 0 8RF14-013/1T SUPPORT. O 8F12-1B/1T `� r . N 'd Wz.0 6I� 0 81740 -OB/1T '�'I` BOTTOM REINFORCING PROVIDED IN LINTEL ..J F 0 81716-OB/1T F- 1-1/2" CLEAR a, . o W O 8F20-1B/1T7 8F8 -0B/1T QCTJ = #5 REBAR AT TOP MIN. (1) REQ'D J W 0 4 O" 8F20-OB/1T U Q z C.M.U. – O 8RF22-1B/1T 0 ° GROUT E U 0 r.. OK 8F24-1B/1T L6 d #5 REBAR AT BOTTOM OF LINTEL 0 CAVITY •,� M 04 C9 13'-4" e 0 + BOTTOM REINFORCING PROVIDED O Q 8RF22-OB/1 T 7-5/8" ACTUAL IN LINTEL (VARIES) M 8F24-0B/1T 8" NOMINAL WIDTH FILLED a O 8RF30-1B/1T 00 io O 81732-1B/1T 1-1/2" CLEAR (D8RF30-0B/1T Q- 16'-0" 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 CO RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.1 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8"LINTELS ONLY. s O� 8F32 -0B/1T z #5 REBAR AT TOP MIN. (1) REQ'D U _jy o Z O 2 Z (D 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY a z C.M.U. o m U � 3 8,t O 8F38 -1 B/1T 0 LOo > W SUPPORT. O 8F12-1B/1T `� r 'd Wz.0 6I� 0 81740 -OB/1T '�'I` BOTTOM REINFORCING PROVIDED IN LINTEL ..J U « Z O F O g °r$ , 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 7-5/8" ACTUAL (VARIES) 8" NOMINAL WIDTH W F– N N z -� a��g•. W 8F8 -0B/1T = UNFILLED� J W z a C E 0 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 CO RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.1 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8"LINTELS ONLY. o m J W _ W I�— J Z O 2 �+- O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY m CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF > SUPPORT. W 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER NGT. ..J Li 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W LU Z v 0 OZ LLF 0 ' M � .I 57.00m w LU --) Q O T 0 H A STRUCTURAL ENG: CFG / BED DRAFTING: �j S(�ti,lt �tD -STRUCT: AML <> QC CHECK: EA I JOB No. TM 2152536 4 SCALE. ---- AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK Tr LINTEL PLAN- 4.D�O8DATE: 06 2716 REBAR SPLICE DETAIL S5 SCALE: 3/4" = T-0" 1/8"= i -On COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRG WALL PER LU TIE BEAM SPLICE TO 4 TIE BEAM SPLICE TO a �� 1/2" J-BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT I'� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID REQ'D MIN 4" BELOW � MASONRY WALL MASONRY WALLy�I W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN SEE PLAN I _ I I > FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" CONCRETE SLAB PER I CONCRETE SLAB PER FOUNDATION PLAN CONN. SLAB PER ^' II' z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN Ig FOUNDATION PLAN FOUNDATION PLAN W g X z ¢ 2x PT SILL PLATE 2x P.T. SILL PLATE 7I w n L Wa > I. VARIES q.. W ° SEE PLAN ° I' w m cn da d d ! . : II . d ° a d Q 4 e c. c a 4. • I I e.. °.a ° '° 'I.4 d0 d 'da ° e° .Le ° °.. _,.4 ° 4 e a d 4 GRADE I 4 • .4 GRADE z � w e __' �: a . a . 4 = _ I I=1 I I=1 I I_ • .. • .. :. ° a • _I I=1 I I =1 1— - -I o a ...I d _ y ° a I a _ _ ( a 4, .4 45° O to ° ° ° ° _ _ —_ —_—I _ -III—III—I i III—III I I f.— L— ° • ° —ml z I I_� I W z �, _ I — I� _ ' —_— I; a... I I—_ _ °- a > w ¢ — I I I —�, _ ,. ;— a :� I III �——_ =1 I I— 44 e4 °—i� I� — I+i� __ = IU o ` _ ° _ 4 — III-1 I I III I I I- -�—I a aII__--�I_II. I- _ _ _ _ __ __ _ IDI - I —1 I I M >° —III=11 I �, ,11 I III I,�� I I I I I W - - — — 16., � 8,. $,, (2) #5 BARS CONT. I I —I I— I (2) #5 BARS CONT. I I I —III= CLEAN COMPACTED w 10 W/ 3" COVER TYP. 3�' COVER' CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL @ 95% STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD U COVER TYP.; AT 8 8 FILL @ 95 /o STANDARD COVER TYP.; AT FILL @ 95 /o STANDARD 1'-4" DENSITY 1 -4 DENSITY Ce) DENSITY DENSITY (2) #5 BARS CONT. w/ 3 2-STORY GOND. (3) #5 2-STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE A - - - -- -- - -- - SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY W BE 20" WIDE i W F01 TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING CIQ o Uj 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" d C co OPT. MASONRY CURB ��«�,' .�.,�J'j� �i,� Z @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D *'��, ••. �t� % ¢ I I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS U r SLOPED GROUT TO 1ICC '.:� u.i Q OPTIONAL CURB BY MASONRY 'JVALL Z a ac MIN. 24" BEFORE a�'I ". 4o ch SEE PLAN �` F 0 DRAIN BUILDER �e . I Vr m LL CONC. SLAB PER ANOTHER STEP CONIC. SLAB PER (1) #5 FROM FTG. TO .•••• �� z 8x12 THICKENED �•° SLOPE •■s i Q� �� g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN TIE BEAM MIN. 25 ijPRe� 8„ a FOUNDATION PLAN w/ 3" COVER TYP. P 'I �° I #5 CONT. PER MFG SPLICE GROUT CELL ° �e REINFORCEMENT SEE " . SOLID PER PLANS p' °; • . GRADE a Ljja ° °, ° : o I dI ° 4 'I FOUNDATION PLAN I e L Vd 4~ a ° �' I d r FOR QUANTITY I. o U O Im. 11=1 I (=III=1 I I=I I h — - °° O r ""y 4 �' W °e_ �, �` _ �' THRESHOLD PER MFG a. d w Y " ad. a;�LU 0 �__--�� a #5x25"x25"CORNER d ° 4 ° ° a4 - I _I—I I I—I I I-1 I I— I— ° I ° — _ ° d ° ° r ° d — ° O ` '� ,°p, .: -- 4 d BAR, ONE FOR EA. ° o a4 — ,.._._.. =i III III—.III---II - — .I".• a." A°: a tv e' ; e.`•. .° °;; L.I HORIZONTAL v '--_ _off ... .',4 .. —I ... �' k o I I I —1 I_I I—III—III I — I I_ e a a =1 I (—I d ° I^ CONC. SLAB PER W I — —I —I D —� = D =D I _ I — ... ... _I I �_� _ _ _8 — a a J — d REBAR, TYP. U.N.O. FOUNDATION PLAN _I I �_ — — — — — — a °, .O' G' 4 ° .° ., A a I4 .. I° ° 8 4 — I I III III I _ II ° _ _ — = — — _ _ _ _ _ II a — — — — I� ; ISI—ISI—ISI—� I—I� W 4. ° a — — a —w z — — ° ° a — — — I— __�,_.� a I I �'___ M III —Ili= q _ 0 d I- I I I I I• '—III—III—I I' w �'� cr__ J I ° _ ° a ° (2) #5 BARS CONT. —III—III—III III— is . a e • . ° 4' a• ._ _ — _ - .0 III—III =1 I I= — p w _ _ _ _ e 44 ° a .... SLOPE W/ 3" COVER TYP.; @ 1.4 v ' > I-D I I =III=1 (2) #5 CONT. w/ 3" ° ♦ 4 n, �_ ° — 16" MIN. — COVER TYP. , 2-STORY CONDITION C �4e� E 0 (2) #5 CONT. w/ 3 I I — — I = PER MFG " ,. , : • SLOPE EXT. SURFACE (3) #5 BARS w/ 20 E v 1 4 (2) #5 BARS CONT. ih COVER TYP. —III—III III—III—I (2) #5 BENT BARS w/ WIDE FOOTING W/ 3" COVER TYP. CLEAN CO STANDARD CLEAN COMPACTED MIN. 25" LAP SPLICE OOT AWAY FROM FILL @ ° O'�� FILL @ 95% STANDARD BUILDING I rMrri Q WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE V-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT DENSITY FILLER a 4F0 FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" J Cz z zz—®FILLED CELL PER PLAN WOOD POST PER PLAN 0 FOR SIZE AND BASE o W S `� 4., CONNECTION ---- W 060 1pi GARAGE TOP COURSE TO BE w Q < j CHAIR BLOCKS. -------- J ENTIRE BASE TO BE z:�Vz �. FILLED SOLID J TOP VIEW CORNER SEE ELEVATION p •► CONIC. SLAB PER CMU BASE w/ (1) #5 Q GARAGE WALL VERTICAL @ EACH U �� FOUNDATION PLAN CORNER. SEE FLR. o Q •�� BEYOND PLAN FOR BASE SIZE e. a ° W L DRIVEWAY BY SEE FOUNDATION FOR I, } �` 4.. BUILDER- CONCRETE PAD SIZE M OR PAVERS I' `4 ° d e ! . ;. W LV CONC. SLAB OR d > w O PAVERS PER PLAN 4 I .: 4 ae,I o = LL ° I—_ I I±---- CLEAN COMPACTED ° p d I' �'i� % NI I FILL @ 95% STANDARD a — a �4.4 F ° d . Qe = DENSITY 8" x 8" THICKENED 11= ° d l.. 8" CLEAN COMPACTED 3" COVER TYP. 4 d = 01 EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD 1= — ° — -.a - ° °DI W DENSITY A1171' THICKENED EDGE @ GARAGE DOOR AR' FOOTING @ ENTRY MASONRY COLUMN NOT USED Iw ° 3/4"=1'-0" LU LU iii.- ti 11 V) r TOP (2) #5 x 4'-0" LU PVC OR SCH40 SLEEVE _ CENTERED AT PIPE PENETRATION 0,A Z O 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE __.. , " •' ``�:•.. _ FINISH PER ELEV. • e •: ' ..' �. CENTERED AT PIPE a , I I I� � CONIC. SLAB PER 0 f00 8"C.M.U.FINISH PER PENETRATION FOUNDATION PLAN —) IFINISHFLOOR FINISH FLOOR 4 —�_ 0 rN OZPENETRATING d J W PIPEPENETRATING PIPE V13 WGRADE SEE FDN. O ° 'dd PLAN FOR LOOP TI (TYP.) °4 4 •' SIZE & REINF. d-1 =F— ..._� 1 D — I ;or Z PIPE PERPENDICULAR TO FND ci M e = I I=D — I I= TOP (2) #5 x 4'-0" — — — STRUCTURAL ENG: CFG / BED PVC SLEEVE MIN. —_— I ==_ = FOOTING PER PLAN z I _ — — I— I—I I =I CENTERED AT PIPE DIAMETER TO BE 2 I III=1 I I--III-D— I I—� I _ D_ I I PENETRATION PVC OR SCH40 SLEEVE DRAFTING PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN —1 (— I—I — I c-STRUCT: AML THAN THE FILL @ 95% STANDARD I = = SEFOR SIZE E FDN N —I I d PENETRATING PIPE (SIDE VIEW) DENSITY I I— ............ __. —_ a —I I _ &REINF. —I — QC CHECK EA PVC SLEEVE — = — (FRONT VIEW) = I—I I 1- �,,��;N� — � — - ,�"�" � JOB No. TM - 2152536 I � I — I I SCALE: AS_INDICATED_____ _ PIPE VERTICAL THRU FDN — SA�at +_1 =1 ° .. '. eA I I- DATE: 06-27-16 d TYPICAL FOUNDATION PENETRATIONS I I-1 I I III NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND 11j # 1 6- 1 9 2 4 SD1 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. n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL i (1) #5 VERTICAL IN f GROUT FILLED CELL (IF c REQ'D PER PLAN) f c NOTE: SEE MD08 ON LINTEL PLAN FOR ADDIT'L REBAR INFO VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"=11-011 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 IFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHII` ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. R KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" GARAGE BUCK DETAIL .., 4 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR CHIMNEY CAP CENTERED .x4 3LOCKING ATTACH TO STRUCTURAL THREADED RO 0 PLAN / BEARIN, STRUCTURAL SCHEDULE. ON SHEATHING ON BOTH REQUIRED WH! 0 INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF ,''/ co 7 7 MASONRY WAL 2x6 P.T. BUCK EACH JAILS SIDE OF OPENING BLOCKING PE a N WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ 716" OSB EACH SIDE, 5-1/2" EMBED. AT EA. RADIUS AS REQ'D DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. ', ANCHOR. (1st BOLT TO -- BE 8" MAX. ABV. CURB, DOUBLE TOP PLATE REST EQ. SPACED „ p -24 O.C.) PT BASE PLA'. fiDO) BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=1'-0" �--- LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH 'PER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAN 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 1"=1'-0" F01 DORMER FRAMING DETAIL 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR 0DITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH 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 CONIC. 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 2" EMBED. FOR HOLLOW BLOCK OR 3 2' 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 I EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE SPF CONT. MIN. 2x4 SPF #2 KNEE —'' WALL WITH STUDS @ 16" O.C. W/ (2) 2x #2 SYP SEE PLAN It; 2 2x #2 SYP SEE PLAN ( ) MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ CHIMNEY CAP (2) 2x #2 SYP SEE PLANFOR .x4 3LOCKING ATTACH TO STRUCTURAL 0 FOR BEAM SIZE STRUCTURAL END SHEATHING ON BOTH & FRAME 0 SHEATHING ON BOTH /16" OSB W/ (2) 8d SIDES FROM TOP OF ,''/ co 7 7 Q Z J SIDES FROM TOP OF JAILS WALL TO BOTTOM OF a N I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER (1) SPH4 EVERY ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE 00 Q 1 NAILING SCHEDULE '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED WF70) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP TOENAI LED TO DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. TRUSS PER PLAN STANDARD TRUSS — BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" <3> 2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP` F C C , CONT. ROOF SHEATHING NAIL PER PLAN i PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS Y ? BELOW AND CONNECT w/ HTS20 @ 32" O.C. E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW a F 2x PLATES OVER ROOF DECK PER VALLEY H A , K FRAMING DETAIL DOUBLE TOP PLATE B SIMPSON H3 H4 OR H5 EA. END OF TRUSS OR H , ti C RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E ti J� STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN G aCURVED ROOF TRUSSES PER PLAN OR CURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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, 3/4"=1'-0" 12 SEE PLAN _ --------- A/C UNIT AND PAN MIN. 24" BY SUPPLIER MAX 48" c::;—'— BLOCKING — BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" KNEEWALL AT UPSET BEAM MIN. 24" MAX 48" PRE -CAST LINTEL PER PLAN (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 FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 1 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D W Q O O W 0 Uj M *NNA X%%%1111 111 jj�0'' a r Ld ao STRUCTURAL "*jL��' J 6 SHEATHING �. �.� ; ,. , _ TYP. TRUSS.TO FRAME � 5 CA 1fto Z11i p CONNECTION PER +� °° 4'IN W Q STD. CONNECTOR D NOTESOf FRAME OUT TO BLOCK EDGE .,,✓P�,i''',l •P 11 m 11- 111 (2) 2x TOP PLATE BUILDER FRAME RADIUS AS REQ'D 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 S CLIPS � a:. AT BASE ARE REQ'D O O 04 W KNEEWALL OVER MASONRY WALL V, a J z C) <' W t>~ 0 a" o z IfH Q PRE-ENG.TRUSS PER Z p v PLAN, 24" O.C. MAX Of `7 ROOFING MATERIAL t O I= PER ARCHS o W Q 1 1- SEE FRAMING PLAN J Z FOR CONNECTION 1— W INFO SEE ELEVATION TOP OF MASONRY W LU SEE ARCH PLANS FOR W ■� OVERHANG INFO RE. ELEV. v m FOR O.H. TYP. SINGLE TIE -BEAM W W/ (1) #5 CONT. J GROUT SOLID W p ck w � t0 11 PRE -MANUFACTURED FLUE PER MANUF. SPECS W/ 2" MIN.¢ 1/2" x 8" ANCHOR BOLT (2) 2x #2 SYP SEE PLAN It; W CHIMNEY CAP (2) 2x #2 SYP SEE PLANFOR OR TITEN HD @ 32" O.C. & 6 FROM EACH BEAM SIZE (ONLY C4 0 FLOOR PLAN FOR BEAM SIZE END IF OPENING PROVIDED a & FRAME 0 (-) 0 PER PLAN) ,''/ co 7 7 Q Z J WITHIN 10'-0" OF THE GALVANIZED FLASHING MIN. 2x4 SPF #2 KNEEa WALL STUDS 16" �'" a N IF WALL HEIGHT IS NEAREST ROOF EXT. SHEATHING 2x PT BOTTOM w/ @ O.C. w/ STRUCTURAL - d (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL PLATE 00 Q 1 OTHER STUD TO NAILING SCHED. ', — — -- SHEATHING FROM DOUBLE TOP PLATE NAILED @EACH END p C4 PRECAST LINTEL OR TOP OF WALL TO BOTTOM OF WALL. �� , EXT FINISH PER PLAN MASONRY WALL PER = -STRUCT: AML KNOCK OUT COURSE ATTACHED PER ' SEE FOUNDATION DETAILS FOR FTG INFO O.C. MAX. w/ (4) FLASHING �. NAILING SCHEDULE V 2x4 BLOCKING W/ (2) SCALE: AS INDICATED �•' �� U MASONRY WALL OTHERWISE SP2 CLIPS AT TOP AND P1 " 54 BUILDER FRAME RADIUS AS REQ'D 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 S CLIPS � a:. AT BASE ARE REQ'D O O 04 W KNEEWALL OVER MASONRY WALL V, a J z C) <' W t>~ 0 a" o z IfH Q PRE-ENG.TRUSS PER Z p v PLAN, 24" O.C. MAX Of `7 ROOFING MATERIAL t O I= PER ARCHS o W Q 1 1- SEE FRAMING PLAN J Z FOR CONNECTION 1— W INFO SEE ELEVATION TOP OF MASONRY W LU SEE ARCH PLANS FOR W ■� OVERHANG INFO RE. ELEV. v m FOR O.H. TYP. SINGLE TIE -BEAM W W/ (1) #5 CONT. J GROUT SOLID W p ck w � t0 11 PRE -MANUFACTURED FLUE PER MANUF. SPECS W/ 2" MIN.¢ W CHIMNEY CAP WINDOW PER > t�..• CLEAR BETWEEN FLUE OF CHIMNEY MIN. FLOOR PLAN a = 3:TOP Z O ..M & FRAME + (-) 0 2'-0" ABOVE A POINT Q Z J WITHIN 10'-0" OF THE GALVANIZED FLASHING Vi a Ul IF WALL HEIGHT IS NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR CONC. SLAB - SEE FOUNDATION (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL (4) 16d COMMONS 00 Q 1 OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS — — -- + * DOUBLE TOP PLATE NAILED @EACH END USE 2x6 SYP #2 STUDS C4 DRAFTING: 2x4 VERTICAL @ 24" 2x4 FRAMED CRICKET �� , EXT FINISH PER PLAN MASONRY WALL PER fm O J Z -STRUCT: AML W/ GALVANIZED 10d GALVANIZED FLASHING QC CHECK, EA SEE FOUNDATION DETAILS FOR FTG INFO O.C. MAX. w/ (4) FLASHING - - - -- JOB No TM 2152536 V 2x4 BLOCKING W/ (2) NAILS TO BOTTOM LLJ Q + 4+ t�..• CHORD & (3) 10d NAILS a = ..M + 0 TO TOP CHORD; NOTE .. IF WALL HEIGHT IS ELEV 0'-0" CONC. SLAB - SEE FOUNDATION VERT REINF. BEYOND (4) 16d COMMONS BETWEEN 4FT & 8FT, PLAN FOR MORE INFO — — -- + * STRUCTURAL ENG: CFG / BED -- - - NAILED @EACH END USE 2x6 SYP #2 STUDS DRAFTING: -� MASONRY WALL PER -STRUCT: AML GALVANIZED FLASHING QC CHECK, EA SEE FOUNDATION DETAILS FOR FTG INFO IN;, - - - -- JOB No TM 2152536 2x4 BLOCKING W/ (2) SCALE: AS INDICATED y %� DATE: 06-27-16 16d COMMONS END 2x4 BLOCKING W/ (2) + +* fiso TYPICAL ONE STORY CMU WALL SECTION SD2 NAILED TO VERTICAL 16d COMMONS END #16_192 3SOCIATES, LLC is strictly prohibited. 2x4's NAILED TO VERTICAL 2x4's + + TRUSS PER PLAN MO CHIMNEY FRAMING DETAIL 3/4"=1'-0" Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &A,1 LLJ Q t�..• a = ..M MAIN FLOOR 0 .. ELEV 0'-0" CONC. SLAB - SEE FOUNDATION VERT REINF. BEYOND PLAN FOR MORE INFO — — -- STRUCTURAL ENG: CFG / BED -- - - I DRAFTING: -� MASONRY WALL PER -STRUCT: AML PLAN QC CHECK, EA SEE FOUNDATION DETAILS FOR FTG INFO IN;, - - - -- JOB No TM 2152536 SCALE: AS INDICATED y %� DATE: 06-27-16 fiso TYPICAL ONE STORY CMU WALL SECTION SD2 3/4"=1'-0" #16_192 3SOCIATES, LLC is strictly prohibited. SIMPSON I- I . DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON f DIAGONAL PLATE ■i■ ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END VARIES r RAKED DOUBLE TOP PLATE CEILING NAILER AS - 1 REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING V-9" MAX. . 4 GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + WHERE IS > 1'-0", DROP O.H.. IS > V- ", DR CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H 6 T-0" (1) 2x4 BRACE LU (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" SIMPSON A23 @ EACH A36 DIAGONAL TO IV STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ BRACE TO PLATE TRUSS BOT. CHORD TRUSSES _o ON (1) SIDE OF SIMPSON HGA10 @ 48" ROOF SHEATHING (TYP.) (END NAIL PLTS. GABLES w/ @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d PER PLAN CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w W/ 1/4"x4-1/2" SIMPSON MAX. ATTACHMENT w/ (3) 10d O.C. 2x4 #2 SYP P.T. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. = �( GABLE END TRUSS TO 2x TOP PLATE TO �'- PLT.@12" O.C. MAX. = UGABLE ,a END W/ 16d �I @ EACH END o m NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ OUTLOOKER Q a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) BELOW 10d NAILS @ EA. TRUSS NAILS @EACH WEB REQ'D. MIN (1) JACK &Z BRACE SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN SINGLE BASE & TOP LSTA18 HEADER TO PLATE w/ PLYWOOD FALSE BM PER PLAN a FROM TOP OF WALL STUDS TYP. BASE SHEATHING COVERING IF REQ'D � TO BOTTOM CMU WALL CONNECTION TO BE CONT. @ THE SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) \H2.5CLIP. MAX 2'-0" O.H. — SHEATHING PER PLAN FASTEN ROOF 16'8O.C. — 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. . 4 INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE TRANSITION FROM MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN P PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. ANCHOR BOLT OR ' SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END WALL TO GABLE STD CONDITION CMU VAULTED CONDITION @ CMU • BLOCKS w/8d NAILS SEE ELEV. FOR TRUSS \ @ 6" O.C. O.H. SIZE CONT. 2x4 WHERE O.H. IS > 1'-0" DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48" O.C. TO 3RD OUTLOOKERS @ 24" FASTEN SIDE WALL \ BAY REQ'D w/Z O.C. TO RUN BACK TO O SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ CHART WITH (3) 12d TOENAILS. TO BLOCKING \ GABLE BRACING (+) CONNECTODROP EXT. SHEATHING; \ SEE CHART GABLE WITH H CLIP. V ATTACH PER PLAN MAX 2'-0" O.H. )P • PROVIDE 2x4 BRACE _ W TO EA. ADJ. DIAG. � FASTEN TO DIAG. w/(2) STRONGBACK IF REQ'D CONT. 2x4 FRAME WALL CONNECTION 16d NAILS. PER CHART 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" F= (5) TO BLOCKING GABLE END O.C. NOT REG'D 6' A /q PROVIDE 2x4 BRACE SHEATHING FASTEN _ FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN W U ��,Q SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 45°U PER PLAN. 16d NAILS. .r ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END VARIES r RAKED DOUBLE TOP PLATE CEILING NAILER AS - 1 REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING V-9" MAX. . 4 GABLE BRACING CHART CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" CONDITION IS REQUIRED. CONTACT EOR 4'-8" < H 6 T-0" (1) 2x4 BRACE FOR ADDITIONAL INFO AS REQ'D (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" SIMPSON A23 @ EACH A36 DIAGONAL TO IV STRONGBACK W/ (2) 2x4 BRACE NAILS, TOENAILED @ BRACE TO PLATE TRUSS BOT. CHORD TRUSSES _o ON (1) SIDE OF 3 1/4" HOLD 1/2" J -BOLTS w/ ROOF SHEATHING (TYP.) (END NAIL PLTS. PT 2x8 PLT., CANT. FOR WASHERS (MIN. T' (AS SHOWN) PER PLAN CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w W/ 1/4"x4-1/2" SIMPSON MAX. ATTACHMENT w/ (3) 10d _ 2x4 #2 SYP P.T. z TOENAILS EA. END J PROVIDE 16d NAILS = (2) 16d TOE NAILS GABLE END TRUSS TO 2x TOP PLATE TO �'- PLT.@12" O.C. MAX. = UGABLE ,a END W/ 16d �I @ EACH END o m NAILS @ 6" O.C. O FRAMING FOR FALSE L OUTLOOKER CMU WALL OR LINTEL a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) BELOW 10d NAILS @ EA. TRUSS NAILS @EACH WEB REQ'D. MIN (1) JACK &Z BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ TRUSS PER PLAN #5 CONT. SINGLE BASE & TOP LSTA18 HEADER TO PLATE w/ PLYWOOD FALSE BM PER PLAN a FROM TOP OF WALL STUDS TYP. BASE SHEATHING COVERING IF REQ'D � TO BOTTOM CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END VARIES r RAKED DOUBLE TOP PLATE CEILING NAILER AS - 1 REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING V-9" MAX. . 4 GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. — PROVIDE 2x BLOCKING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, FOR NAILING (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) 2x4 BLOCKING (2) 12d 10d COMMON NAILS @ — (2)16d NAILS PLT. TO EACH END (TYP.) DOWN OF JACK NAILS, TOENAILED @ TRUSS PER PLAN STUD TOP & BOTTOM TRUSSES _o ON (1) SIDE OF EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. RAFTER TO OPP SIDE (AS SHOWN) PER PLAN TO STUD) ft FASTEN SYP OR SPF TRUSS PER PLAN DTC CLIP, (2) 8d NAILS — 2x FASCIA w (2) 16d SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. X X.NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS — SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER — HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) 10d — HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK &Z EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN � LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE � TO BOTTOM CONNECTION PF STUDS AT — SHEATHING PER PLAN 16'8O.C. — 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. . 4 INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN P PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN ," ' °" IN CMU. OR SIMPSON ANCHOR BOLT OR ' SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END DCME AIL FRAME WALL WALL SPLICE DETAIL STD CONDITION CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 3/4"=1'-0" SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) DOWN OF JACK w I 2x6 RAFTER TO 2x8 TRUSS PER PLAN RIDGE BOARD W/ A35 TRUSSES _o ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. ft FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, @ 2x6 (MIN.) PLATE THRU D NOO.C.AILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON FIELD FRAMED VALLEY DETAIL \,I/ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 AT 24" O.C. v— LAY 2x4 BLOCKING SDS SCREWS TO TOP WALL SHEATHING PER �— CHORD OF EACH PLAN LINTEL PER PLAN ----- OVER THE TOP OF THE TRUSS BELOWBOTTOM CHORD. — FASTEN CONV. 2x 2x WALL, SEE PLAN e. ATTACH W/ (2) 10d VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG AT 24" O.C. VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. SIMPSON H1 OA DIAG. TO BLOCKING c uj E CL d `` 1111 I 1 tl 111/�� LLI 00 ♦ 7k b��i�i Y o GABLE BRACING @ 48" PROVIDE 2x BLOCKING pq �� Z` ' ~ ••. �� G7 U T� O.C. MAX. 45° FROM FOR NAILING C1•� �p� Q HORIZONTAL (+/- 10) r� W BRACE NOT REQUIRED U 6' FROM EAVES. TRUSS PER PLAN % d O PROVIDE BLOCKING BETWEEN TRUSS BAYS U 0 @ 48" O.C. FOR FIRST 3 x BAYS SEE GABLE WALL PER PLAN c wO FOR REQ CONNECTIOD N DETAIL (FRAME WALL SHOWN;:'y co CONNECTIONS MAY ALSO BE MASONRY) z o. ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** E,�.n , C 0 - a ) v z Q GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE a SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.y J 0 M OUTLOOKER OR CONY. FRAME OR Co Q W HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER S SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES p`' W (D < e 1 FOR ADDT'L INFO. 0 Z SIMPSON LSTA12 OR P SP4 CONNECTORS @ J 24 o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR < Z ?� MORE. EXT. SHEATHING; Q ATTACH PER NAILING 2x DOWNFRAME TO SCHED. o W < DOOR AS REQ'D (2) 16d NAILS TO EA.. c J Z �' COMMON TRUSS W SIMPSON META16 @ ~ LU 32" O.C. GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT EA. SIDE OF HEADER WOOD WALL TRUSS � (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) W/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN v m ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY W (GE�OGABLE END AT VALLEY FRAMING w o c5 HEADER STUDS PER l. - U) HEADER SCHEDULE t U.N.O. ON PLANS = F- 0Z� �aLL ATTACH JAMB STUDS �e PER WF08/SD40 00 00 Q � N m �. � Q0LL 0 P.T BASE PLATE H I- A a, �,,7d, m Iii SEE PLAN FOR U1 SUPPORT AND TIE -m �i� '� ��j' '•0000. • ``� . ` DRAFTING:- — P ,♦♦� DOWN OF JACK TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS U 0 @ 48" O.C. FOR FIRST 3 x BAYS SEE GABLE WALL PER PLAN c wO FOR REQ CONNECTIOD N DETAIL (FRAME WALL SHOWN;:'y co CONNECTIONS MAY ALSO BE MASONRY) z o. ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** E,�.n , C 0 - a ) v z Q GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE a SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.y J 0 M OUTLOOKER OR CONY. FRAME OR Co Q W HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER S SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES p`' W (D < e 1 FOR ADDT'L INFO. 0 Z SIMPSON LSTA12 OR P SP4 CONNECTORS @ J 24 o.c. IF HEADER WITH GABLE TRUSS UPLIFT SPAN 4'-6" OR < Z ?� MORE. EXT. SHEATHING; Q ATTACH PER NAILING 2x DOWNFRAME TO SCHED. o W < DOOR AS REQ'D (2) 16d NAILS TO EA.. c J Z �' COMMON TRUSS W SIMPSON META16 @ ~ LU 32" O.C. GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT EA. SIDE OF HEADER WOOD WALL TRUSS � (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) W/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN v m ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY W (GE�OGABLE END AT VALLEY FRAMING w o c5 HEADER STUDS PER l. - U) HEADER SCHEDULE t U.N.O. ON PLANS = F- 0Z� �aLL ATTACH JAMB STUDS �e PER WF08/SD40 00 00 Q � N m �. � Q0LL 0 P.T BASE PLATE H I- A q� JOB No. TM - 2152536 S :tA N! R D _.._._ q� SCALE. AS INDICATED DATE: 06-27-16 TYPICAL HEADER DETAIL NOT USED 1 6- 1 9 2 4 1/2"=1'-0" I 3/4"=1'-0" I 1/2"=1'-0" D � COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. j" STRUCTURAL ENG: CFG / BED DRAFTING:- — -STRUCT: AML QC CHECK EA q� JOB No. TM - 2152536 S :tA N! R D _.._._ q� SCALE. AS INDICATED DATE: 06-27-16 TYPICAL HEADER DETAIL NOT USED 1 6- 1 9 2 4 1/2"=1'-0" I 3/4"=1'-0" I 1/2"=1'-0" D � COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: W PLATE LENGTHS MUST BEAT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN l-_ LEAST 8'-0" LONG. TYP. MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q 3) FOR 5-PLY, PROVIDE 1/4 DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) EDGE DISTANCE TOP PLATE WIDTH BOTTOM PLATE w/ 4 „ 2 1/2" EDGE OUTSIDE (2) 2x4's PROVIDE 2x4 ON TOP O 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PER �fQIL INSTALL SIMPSON 2x4 STUDS PER OF 2x8 TO BLOCK OUT MIN & 10d NAILS PSPN516Z W/ (12) 16d LAP SPLICE 48" 1" EDGE 1 1/2" EDGE - �'/r— _ __ ....__. _. _,-------. ------- __._._.__-- FRAMING PLAN TOP PLATE ATTACH W/ NAILS TYP. TOP &BOT. ATTACH PER NAILING + (2) 10d NAILS O.C. PATTERN ON THIS 10d x 3 + DOUBLE 10d @ 3" O.C. (SOLID BLOCK W/ 2x6) DETAIL w 10d x 3" COMMON z TOP SPLICE 0 2 1/2" w O 2„ z 0 w 21/411 - z Z N w Q v N a O 2x4 BEYOND AGAINST 48'' `�_ 04 a o i- g8" 2x8 STUDS ti!/N `� N a 10d x 3 COMMON w a _-N If ATTACH 2x STUDS TO 10d x 3" COMMON OPP. x V TOP PLATE W/ (4) 16d OVERLAP TOP PLATE O O N NAILS ((2) ON EA. SIDE) AT CORNER SIDE z z o z 10d x 3" OPP. SIDE W TYP. AT ALL EXTERIOR z I I a I I a I I Z a ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U 0- TO CORNER STUD 00 0o ao TOP PLATE W/ (4) 16d PACK w/ (4) 10d NAILS can NAILS ((2) ON EA. SIDE) 2x8 STUDS PER001, TYP. AT ALL EXTERIOR FRAMING PLAN 00 10d x 3" COMMON CL DISTANCE PER CONDITIONS OPP. SIDE DETAIL -- TOP SPLICE BOTTOM SPLICE OVERTOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's W STUD INSIDE PLY NAILS NAILED AT 8 O/C DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S PLATE c AFO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN ,,fll,,,�,,,j/ 11-11/2"=V-0" �� W Cl) u-i 00 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHINGSHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. 1D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8"zW ' Q Z U_ z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ----- _ __ _ — 0 x O @ A =NAIL SPACING � w — — — — — — — — — — — v - 1 ROW OF 8d COMMON NAILS 3" O.C. _ FASTEN PER PLANZet.'� "o: J ROOF SHEATHING, � : d ', ��' z J i- of O S O S ROOF SHEATHING, w J Q 0 NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON �R Cq VF C'q.y �' z p 6 I I I I I I I I o ~¢ _ NAILS @ 3" O.C. O �'k��<,qp TO ROOF SHEATHING, �-1 ��'Q�q� TO FASTEN PER PLAN h Q w = 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A G yO S FASTEN PER PLAN ti y T S '' m O I I I I n o O 1/z° T R� G'T RU i* p ,,r�. M III 11— _ JI— - — X U 0 COMMON NAILS @ 3" O.C. — a - — Oy FOy .� WALL SHEATHING a p z w �c S O S /1111111�� III III II II I z 4U NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL 2x4 FRAMING @ 24" SPLICE, SEE SPLICE A „ O.C. MAX. III III II II I EDGES 6 O.C. U.N.O. ON PLANS 1/2 2x4 FRAMING @ 24 III OPENING III I I I I I I DETAIL. MAX 1/8' F- w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 2x4 #2 SYP CONT. S (2) SPACE BETWEEN w Q „ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS a, III III 4 I I PANELS = COMMON NAILS @ 3 O.C. \Nob) @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS y O III I I I II II ® PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX, z 3 PER-ENG TRUSSES o AROUND BEYOND, " O TOP & BOTTOM NAILS @ 3" O.C. (2) ROWS @ \ _ SCAB 10d NAILS \ USE 2) 1/4 MASONRY, co III TYP. III II II II O STUD PER PLAN C? SEE PLAN FOR MORE a 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER-ENG TRUSSES w/ MIN. 2 EMBED. @ 'I N III OPENING III II II I I F- SHEATHING SPLICE, III III II II II Q 2x FASCIA 24 O.C. r" o -Ti-- — INFO w z � O � VERTICAL MEMBER IF GABLE END PER PLAN III �I III II II I w = SHEATHING & GYPSUM WALLBOARD 2x FASCIA PER PLAN O NOTE: BLOCKING (2) 8d TOE NAILS TO Z CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS O I I I I I I I I p = O F- 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP LEDGER PER PLAN TRUSS PER PLAN o TO LEDGER .0 II p cn 0) m USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS 2x4 PT LEDGER W/ 2x4 LEDGER W/ 2 16d • ll- �.I Lm U_ N 1/4 x4 TAPCONS 12"( ) — — — — — — — — —. — — — p w O REQ D. EXCEPT AS NOTED ON PLANS. NAILING PER @ 2x FRAME WALL PER NAILS @ 16" O.C. � � ��,�"� E FLOOR SYSTEM c SCHEDULE O.C. PLAN U — — — i — — — — — — — SHEATHING SPLICE NOTE: SAME THICKNESS AND 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY 2x BOTTOM PLATE STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEECUT TO FIT \S OPENING SIZE 1 BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END PLAN (TRUSS SHOWN) U Q SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP1/8"THUS NOT SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @FRAME WALL TO BEAR ON MASONRY OR CONCRETE UNLESS FELT fiF PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IFF1 TYPICAL SCAB OVERHANG D02 LEDGER LOW ROOF 1 EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE @ 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEEROOF SHEATHING, 2x4 #2 SPF Z PLAN NAIL PER PLAN 2 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR cn _ O BLOCKING @ 24" O.C. W MORE INFO & MORE INFO & gr' DOUBLE TOP PLATE w/ (2) 16d END NAILS o SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x ++ %x �f S EACH STUD 12d NAILS @ EACH END �+J @ 2x12 BOX HDR w/ 2x8's W -9 TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL Q Z PRE-ENGINEERED SIMPSON LSTA30 Wd 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF -- ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS G SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF + `+ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z Z • SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ XXX + • �., O ��j STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL Q CONNECTION + + 0 1 � 1 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL J Z Z PLAN FOR STUD SIZE & i TRANSOM BETWEEN TRANSOM BETWEEN o SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i LINTELS TRUSS LINTELS FOR MORE INFO a., 2x8 #2 SPF VERTICAL 9 Q MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. W UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL PER PLAN SHEATHING PER ~ i @ 24 O.C. w/ EXT. U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. °QW LING SCHEDULE 2x BLOCKING `J SHEATHING PER • 4) 12d NAILS EACH & w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & O LLI TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP = SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS STUD ATTACH 2x TO VERTICALLY 2 6RTICALLY ALONG W/ WEBBING) 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL m UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY 5A > U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER J fi F1 SECTION @DOUBLE BEARING fiFlkSTEP i@ BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADIER @ POCKET SLIDER W c 3/4"=1'-0„ 3/4"=1'-0" 1 /2"=1'-0" 1/2"=V-0" '-0" 1 /2"=1'-0„ 1/2"=V-0" LU LU CO CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO 11 BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/z" W SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ 16" O.C. MAX.' Z V STRAP IS NOT REQUIRED. Q Z J TO GABLE END STUDS w EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRIUSS (2) 1/4" X 3M." SIMPS. SIDS CO < LL SCREWS @ 16 O.C. MAX.; 00 0 1 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT O O NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) �y NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT .. IM EXT. BEAM PER PLAN 12 12" O.C. 0 SEE PLAN V LU LL � J Q HTS20 CLIP FROM SIMPSON H3 CLIP W O POST TO BEAM SHEATHING PER PLAN 8 -) Q 0 _ PLAN VIEW @ TOP OF POST 2x4 SYP #z LEDGER,. (4) 10d NAILS FOR � 0 -7 PT POST PER PLAN TO STUDS OR BEAM w/ CONY. FRAMED (2) 1/4" X 4'/" SIMPS. EMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16"' M PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUIDS ' �' NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS.I STRUCTURAL ENG CFG /BED DS SCREWS "' 4'-0" MAX. SDRAFTING: @ 16 FASCIA PER STRUCT: AML 4 O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR No JOB �. 4, ii . � � PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 11/4 TM - 2152536 PRE-ENGINEERED QC CHECK: EA �U` 3 INFO x 2 3/4" TAPCONS a(,,'J12" e'v � O.C. ROOF TRUSSES @ 24" O.C. MAX. SAd`� D ,14 a�SCALE: AS INDICATED SIDE VIEW @BASE OF POST DESIGNED FOR DATE: 06-27-16 d; SIMPSON H3 CLIP <,,{ ��1� SHINGLE ONLY . (CDO1 CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL 1/2"=11-off 2 4 SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN / LINTEL AS PER PLAN J q. LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS -I-T EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN — FIN FLR. 01-0 .• = 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 I NOTE: ALL FLOOR PRE-ENGINEERED I KUSJ J 1 KAF - Ott PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE — STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS 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 CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER F�T x1-1/2" /@"OC.(&SE Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP60 2x6STUDS & SIMPSON LSTA30 SP62" 2x6STUDS 0 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 CL NAILS. BEND STRAP NAILS. BEND STRAP (2) 2x SPF TOP PLATE � BUILT-UP COLUMN (2) 2x SPF TOP PLATE — 1/4" X 2-1/4" TAPCONS � OVER TOP PLATE MIN. OVER TOP PLATE MIN. V INFO. U.N.O. ON PLAN U.N.O. ON PLAN FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN HEADER - SEE 2ND W 26" DEEP FACE OF JAMB STUDS/ a HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR � FLOOR PLAN FOR MIN. SYSTEM - IF NO FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D LINTEL COURSE ORHEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING JAMB STUDS KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING U.N.O. \ FLOOR TRUSS PER STUDS ABOVE PLATE FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN - -- - - - -- BAND JOIST & BLKG BLOCKING BELOW ° SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL MORE INFO FLOOR GIRDER OR AT EAEND NAILED TO IF HEADER IS UPSET OR LVL GIRDER COL. EVEN WITHIN AND WINDOW IS BEAM; SEE PLAN . PLATE w/ (2) 10d LOWER: (1) 2x SILL W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 1 O TOENAILS. EXT. PLATE w/ (2) 10d W NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS ..., TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTIONSO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 1 O HEADER OPENINGS x BARRIER (FELT PAPER TOE NAILS AT EA. END OR SIM IS PROVIDED TOENAILS. OPENING ch "='" 3/4"=1'-0° x Uj LESS THAN 4FT:(1) 2 3/41-0OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) SILL PLATE w/ (2) 10d WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENINGd,��i�� u.i 00 REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) •'•••* J� �i ccs Y o w/ 2x CRIPPLE STUDS ,}a' j �✓ —� z BUILT-UP COLUMN 2x SILL PLATE w/ A35 CM 2 SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. AT EA. END NAILED TO INFO. CLIPS EACH SIDE w/ 2x �► a STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d - p W BEARING WALL PER JA A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. _s,. Uj Q PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS :. �� -. z p COLUMNSPLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOODgyp• o Q x 2 1/4"TITENS; IF SHEATHING REQ'D "'" � G�� , , t �" MID -HEIGHT BLOCKING TOE NAILS AT EA. END • .• -j SYSTEM INFO. SEPARATE SHEATHING T&B) ••... ..• !� e� m LL PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G .k ��C SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-C"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR a� ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER COL; SEE BRG WALU FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS r 2 -STORY WALL NAILS ` (2) SIMPSON LSTA18 1/4 TITENS INSTEAD. THAN 6' y O SECTION FOR MORE 2 SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN O LINTEL COURSE OR SIMPSON LSTA30 w/ • tip INFO. FLOOR W/ (14) 10d 2x TOP & BOT. C? ,- M FLOOR TRUSS TO ___ NAILS INTO FILLED CELL USE RIBBONS CONT. (11) 10d TO STUDS REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. j o FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR ' FOR FTG. EXT. SHEATHING ATTACH PER NAILING - TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED BARRIER (FELT PAPER PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM IS PROVIDED SEE FRAMING PLAN 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BEAR ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL IF WF02/ - FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %a''X2 %4' TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO STOPPING MATERIALS MIN THICKNESS SHALLfiSO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT fisokHEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=114" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING TRUSS DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 O.C. TOP AND ATTACHED PER DETAIL WF0/SD4 ATTACHED PER NAILING SCHEDULE. BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS, 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. ATTACHMENT w/ (2) 12d (2) B20d @ 12" O.C. W/ O C AGAINST TRUSS W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN TRUSS w/ END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d)NAIOL5 BOTTOM ) FRAME 2x4 KNEE BOTTOM WALL, STUDS @ 16" S; BE PT IF RIBBON TO BE PT IF RIBBON 16d NAILS; SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY T BRG DIRECTLY ON - CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN ° CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE �' (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON r.. MASONRY WALL PER 3" r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER O.C. WALL MASONRY WALL PER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR - SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T.. IF SH GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES UR BE P.T. IF NO MOISTURE SHEATHING &CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM TRUSS PER PLAN IS PROVIDED `— TYPICAL TWO STORY SECTION fisi TWO STORY PARALLEL FLOOR CONNECTION fiSiTWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fiSlFLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE - PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a tr w IL o- w SLOPE CONTRACTOR TO ° PROVIDE ADEQUATE • WATERPROOFING. INO �. CONCRTE SLAB ° PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER �- SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED SEE FRAMING PLAN O FOR FLOOR — CONNECTION � '"=��0 N VII � '' U FLOOR GRIDER OR • BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=V-0,. a v� Z rn Q o s� ozs r W z Z ' ❑ J U) Za v Z s o O F - o J z W LU U) Im r UJ W rte", 11 a LV �. z0 OZ� La 0 00 0 1 O N IM 0 W LU aa LL 00 O STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AML QC CHECK------ EA— ----- --...- — �u\LDIMG' JOB No. TM - 2152536 iRD SCALE: --- -- AS INDICATED----- DATE: 06-27-16 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. ARA # 6-924 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 (8 16" O C NAILS AND (5) 1/4 O F TOENAILS EACH END CONNECTED w/ MTS12 PLATE W/ 1/2" EPDXY TO TRUSS BELOW) 3/4" TAPCONS PEF ROOF SHEATHING 2x BASE PLATE W/ (2) OR LSTA18 ATTACH PER NAILING 3/4" FLOOR SHEATHING STRAPSTRAP CENTER BETWEEN I SCHEDULE 12d NAILS @ 12" O.C. II ATTACHED PER PLATE 1 1/4" (MIN.) (2) 2x HEADER PRE-ENGINEERED 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TOENAILS EACH END (2) 2x4 #2 SYP d ° FLOOR TRUSS PER PLAN FRAME WALL 2x8 #2 SYP P.T. SII PLATE w/ 1/2" EPO (2) 2x4 #2 SYP BLOCKING w/ SIMPS N BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT 01 HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN EMBED. @ 32 O.0 NAILS. UNDERSEE PLAN WINDOW JAMBS ONLY q FROM EA.END WINDOW JAMBS USE rA,r (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) OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER MASONRY WALL F PLAN ON WOOD USE HGA PLAN PLAN CLIPS @e 4" O.C.) SECTION @RAISED HEEL TRUSS fis1 SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUK ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=11-0" 11AKif'17n rw OTHERS LEDGER AT GIRDER NOT USED EXTERIOR SHEATH( FROM TOP OF WALI TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE PLAN F 7 TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ROOF SHEATHING H2.5 EA. J -BOLT W/ MIN. 7" ATTACH PER NAILING ISIMPSON TRUSS I SCHEDULE O.C. & 3" FROM EACH II END PLATE 1 1/4" (MIN.) (2) 2x HEADER PRE-ENGINEERED 1x PT NAILER AS REQ'D CONT, #5 IN TIE BEAM TRUSS PER PLAN d ° EXT. FINISH PER 2x6 #2 SYP CONT. 1 1 LEDGER W/ (2) Y4"x3-1/2" 1 SDS WOOD SCREWS @ FOR MORE INFO 1 I 16" O.C. MAX. & 3" 1 1 FROM EA. END - USE 1 LCESS(3) SCREWS FOR 24" SIMPSON LUS26. USE 1 LEDGER INTO O.C. LUS26-2 FOR 2PLY 1 (TRUSS. VERIFY W/ ( TRUSS 1 TRUSS SHOP � PLAN(DRAWINGS I_ 2x8 SYP #2 LEDGER W/ —� MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER IDE OF USE (4) s6d NAILS)T. X7DO�3 LEDGER @ OPEN TO BELOW 1-1/2"=1'-0" \ % 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING — ISIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS SCHEDULE PRE-ENGINEERED — TRUSS PER PLAN a I 2x6 #2 SYP CONT. ° LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE RECESS LEDGER INTO ' SDS WOOD SCREWS @ LUS26-2 FOR 2PLY �TRUSS. VERIFY W/ 16" O.C. MAX. & 3" TRUSS RUSS SHOP FROM EA. END - USE (3) (DRAWINGS SCREWS FOR 24" O.C. L _ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`USE O 16d NIS) lo04 LEDGER @LOW ROOF 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY W/ (1) ROW 8d NAILS ANCHOR BOLT OR @ 3" O.C. J -BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) (2) 2x HEADER 1x PT NAILER AS REQ'D CONT, #5 IN TIE BEAM d ° EXT. FINISH PER ARCHS 1 F121 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/ Yz' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN I & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d W ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SCHEDULE BOTTOM PLATE Q 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAOYS CK @ EACHENT 0 SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE z TO BLOCKING 0 PROVIDE 2x4 BRACE 0~. TO EACH ADJACENT DIAGONAL, FASTEN () TO DIAGONAL W/ (2) (n 16d NAILS WW IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" (MIN.) O.C. MAX. 45° FROM C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER ALL W/ HORIZONTAL (+/- 10°) 2x BEARING WALL 1/40X0 3-11/2" SIMPSON BRACE NOT REQUIRED W WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. F1 BRACING @ 2 STORY FRAME WALL x 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" 1 =1'-0" `♦ ♦111111111!//! !A a C (2) 2x SPF TOP w ,* ..� J `� � J W Q ria �� Rp ♦``♦�� m U_ 8 ��///11111 1,♦` a `,) cn C� �a 20 0 0 p U k0 U o VJ Z W 0 n a 06 a. t T W z ' z J p � U) v Z F- 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 o f Z F-- U) 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP A SCHEDULE ON FLOOR PLANS FOR C PLATE TO HEADER WITH LSTA12 BENT OVER 1— N o �, o MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER W IF PORTIONS OF THIS WALL r OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM m OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE LU SOLID BLCOKING WITHIN FLOOR SYSTEM W O 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. LU IW Zv�..., 0 OZ T) LLF p M O �CVCo U l j �..� 0 LU Qom_ M0 H H A " STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AML �uILDI�C>` QC CHECK EA JOB No. TM 2152536 SCALE: AS INDICATED DATE: 06-27-16 16- 192 C D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PLATES U.N.O. (2) 2x HEADER 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLAN i STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E 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 2x STUDS SEE PLAN 1 ABOVESTUDS ARE TO B 1 ALIGN W/ STUDSBELOW 1 1 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 1 A 1 W Q ria �� Rp ♦``♦�� m U_ 8 ��///11111 1,♦` a `,) cn C� �a 20 0 0 p U k0 U o VJ Z W 0 n a 06 a. t T W z ' z J p � U) v Z F- 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 o f Z F-- U) 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP A SCHEDULE ON FLOOR PLANS FOR C PLATE TO HEADER WITH LSTA12 BENT OVER 1— N o �, o MORE INFO MAX 5 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d W NAILS INTO HEADER W IF PORTIONS OF THIS WALL r OSEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM m OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE LU SOLID BLCOKING WITHIN FLOOR SYSTEM W O 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. LU IW Zv�..., 0 OZ T) LLF p M O �CVCo U l j �..� 0 LU Qom_ M0 H H A " STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AML �uILDI�C>` QC CHECK EA JOB No. TM 2152536 SCALE: AS INDICATED DATE: 06-27-16 16- 192 C D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) �— 16d NAILS FROM LEDGER TO STUD PACK 2x JOISTS PER STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT LINE WITH MIDDLE STANDARD (3) 2X12 TO. BEAM TO BEAR DIRECTLY 2x12 STRINGER TO BE STRINGERS W/ ON BUILT UP COLUMNS BELOW UTILIZED AS BLOCKING SIMPSON A35 / A34 STAIR WINDER DETAIL. (2) 2x BEAM PER SCHEDULEJ-4'-0" CLIP TO FLOOR 2x6 U SYSTEM & LANDING REQ'D @ END OF LANDING 2xJOISTS @ LANDING FRAMING 8'-0" @ 16"O.C. W/ SIMPSON MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. z A35 OR LUS26 HANGER CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) gON EACH SIDE c I- BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR 8'-0" UP COLUMNS BELOW (2) 2x12 MASONRY WALL) op A -A PLAN VIEW @ 90 DEGREE TURN LANDING v� L -BRACE @ 6'-0" O.C. & � 0 6" MIN. STANDARD (3 SYP #2 STRING SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 1 Od TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON (3) 1 NAILS ((16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH x 3 1/2" TSTUD. ((2) 1/4"X. ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR STAIR WINDER DETAIL. (2) 2x BEAM PER SCHEDULEJ-4'-0" MAX WIDTH OF LANDING 2x6 2xJOIST (P.T. IF ATTACHING TO • co o J .: REQ'D @ END OF LANDING (3) 2x12 MASONRY WALL) CONT LEDGER 8'-0" FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16" O.C. MAX. 6'-0" CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" I- BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR 8'-0" UP COLUMNS BELOW (2) 2x12 MASONRY WALL) 6'-0" A -A PLAN VIEW @ 90 DEGREE TURN LANDING 4'-0" L -BRACE @ 6'-0" O.C. & � SEE SCHEDULE FOR MAX WIDTH OF LANDING 2x12 9'-0" MIN. (3) 2x SYP #2 2x8 7'-0" 2xJOIST LEDGER (P.T. STUDS REQ'D @ END 2x6 5'4" IF OF TO LANDING W/ MIN. (6) 16d NAILS FROM (3) 2x12 2x8 MASONRYATTACHING LEDGER TO STUD PACK SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16" O.C. (1) 2x12 (1) 2x8 2x6 5'-0" SHEATHING OVER i MAX 2x12 91-01, OF LANDING 2x8 LANDING ATTACHED 7'-0" (1) 2x12 (1) 2x8 2x6 V-0" Q 6'-0" (2) 2x12 2x8 PER GENERAL FLOOR (1) 2x12 (1) 2x8 2x6 5'-0" NAILS @ 4" O.C. TO 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 CONSTRUCTION 6'-0" SCREWS EQUALLYNOTCH SILL AND 1 Od NAILS @ 4" O.C. FLOOR SHEATHING NOTES SPACED/CENTERED IN TRUSS / STANDARD (3 SYP #2 STRING SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 1 Od TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER SCHEDULE 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON (3) 1 NAILS ((16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH x 3 1/2" TSTUD. ((2) 1/4"X. ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR 2x6 6'-0" MASONRY WALL). A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER A35 @ EA. STRINGER TO LANDING SEE AR S. FOR MAX. RISE STEPS AND MI . TREAD DEPTH (2) 2X BEAM PER 2x12 STRINGERS ONE SCHEDULE @ END OF ON EACH SIDE AND LANDING FOR STRINGERS ONE @ MID -SPAN TO CONNECT TO. BEAM TO BEAR DIRECTLY ON BUILT UP COLUMN A35 CONNECTION BELOW. MIN. (3) 2x4 SPF #2 COLUMN BASE PLATE ATTACHED PER PLAN 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4' X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" rST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4" =1'-0" SIMPSON A35 ' CONNECTIONS MASONRY WALL OR - FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING 1� (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. A 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING LLI (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" • co o J .: (2) SIMPSON LSTA24 (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" I- FLOOR BEAM CONDITION (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" L -BRACE @ 6'-0" O.C. & � (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 91-0" (1) 2x12 (1) 2x8 2x6 5'4" _ ST02 SECTION HANDRAIL W/ (3) 2x12 2x8 914" (2) 2x12 2x8 7'-0" 81-0" (1) 2x12 (1) 2x8 2x6 5'-0" Z i (3) 2x12 2x12 91-01, (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 V-0" Q 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" NAILS @ 4" O.C. TO 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) MAKE PANELS WIDTH OF ELEVATOR DOOR MIN 8" BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS RIMBOARD 2X6 #2 SPF JOISTS @ 12" O.C. W/ (3) 16d END NAILS FROM RIM JOIST TO JOISTS W/ 2X6 MID SPAN BLOCKING SEE PLAN FOR ADDITIONAL BEARING WALL INFORMATION 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING. W/IN HANDRAIL KNEEWALL PARTY WALL OR — ELEVATOR WALL SEE PLAN MIN. 7/16" SHEATHING W/ 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN FIELD ATTACH PLATFORM TO LEDGER W/ 1/4" X 3-1/2" SDS SCREWS @ 12" O.C. ON ANGLE TYP. FLOOR SYS M n 2X6 #2 SPF CONT. LEDGER W/ (2) 1/4" X LLI rn co 31" 3-1/2" SDS SCREWS @ CONT. TOP PLATE F 16" O.C. MAX INTO ..••.� .�� // LLI STUDS OR FLOOR NAILS O.C. SYSTEM TYP. EACH 2x4 SILL PLATE W/ (2) 0 END UNDER 1 Od NAILS @ 4" O.C. �'I PLATFORM • co o J .: (2) SIMPSON LSTA24 _j VERTICAL LOCATIONS). ¢ LoW NOTCH SILL AND Q STUD) EVERY 48" O.C. CONTRACTOR TO CONSTRUCTPANELS TO SLIDE INTO THE ELEVATOR SHAFT if ►♦i♦i♦i� i♦i♦i♦i� DOOR • - �Di�OPANELS 1 AND 2 TO BE ii♦i♦iiiINSTALLED AND isSHIFTED OUT TO ALLOW FOR PANEL 3 INSTALLED (WHICH IS LONGER) TOBE LAST PLATFORMAND WILL AID LOCKING TOGETHER.EVERYTHING ■ SPAN BLOCKING TOENAILS 2X6 #2 SPF RIM :•A-■ • JOISTS ELEVATOR TEMP. FLOOR MAX`°" ST04 SECTION X -X 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 31" STUDS 2/ (2) 16d TOE ISI` NAILS SCALE: 3/4" =1'-0" MIN 7/16" FLOOR SHEATHING PLATFORM DETAIL 2X6 #2 SPF @ 12" O.C. 2x4 CONT. TOP PLATE aq •••• •`•� m O 3Y2" ATTACH TOP PLATE TO �/64n, P (ATTACH TOP P 1111 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 3' SEE ARCH PLAN NAILS 2 2x4 CONT. TOP PLATE 0 24" O.C. MAX. 4'-0" ABOVE FLOOR LATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d O X x 24" O.C. W/ (2) 12d TOE NAILS c NOTCH SILL PLATE TOENAILS BOTTOM 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS a+ FOR VERTICAL NOTCH SILL AND @ 10d NAILS @ 4" O.C. PLYWOOD FLOORING 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TO ALLOW VERTICAL STUD TO BE 2x L -BRACE W/ 12d VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST z o NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE 0 �� z ACCOMMODATE 2x ATTACH W/ (2) 12d -, O ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) ° ° 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) ©; �a0 @ ANY OPENING EQUAL .+% 16d TOE NAIL EA. IC> U SPACED/CENTERED IN + + CONT. BRACE & 10d z 4�a I -JOIST TO OUTSIDE +6 + NAILS @ 4" O.C. TO,`�' ■ FACE OF JOIST + + FLOOR SHEATHING a 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR I I + ATTACH 2x4 TO I -JOIST An 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE FLOORING FOR STRAP ATTACH TOP PLATE TO OIL SEE ARCH PLAN LLI rn co 31" `,,1111.11y111//�r�P CONT. TOP PLATE 2x4 #2 SPF SILL PLATE ATTACH TOP PLATE TO ..••.� .�� // LLI CO NAILS O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE TOENAILS BOTTOM 1 Od NAILS @ 4" O.C. U JOB No. TM - 2152536 • co o J .: (2) SIMPSON LSTA24 _j VERTICAL LOCATIONS). ¢ LoW NOTCH SILL AND Q STUD) EVERY 48" O.C. 0* z o TO ALLOW VERTICAL I- FLOOR BEAM CONDITION TO SLIDE DOWN TO 2x4 CONT. TOP PLATE aq •••• •`•� m O 3Y2" ATTACH TOP PLATE TO �/64n, P (ATTACH TOP P 1111 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE 3' SEE ARCH PLAN NAILS 2 2x4 CONT. TOP PLATE 0 24" O.C. MAX. 4'-0" ABOVE FLOOR LATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d O X x 24" O.C. W/ (2) 12d TOE NAILS c NOTCH SILL PLATE TOENAILS BOTTOM 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS a+ FOR VERTICAL NOTCH SILL AND @ 10d NAILS @ 4" O.C. PLYWOOD FLOORING 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TO ALLOW VERTICAL STUD TO BE 2x L -BRACE W/ 12d VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST z o NAILS @ 4" O.C. FACE OF I -JOIST SHEATHING TO BELOW (OTHERWISE 0 �� z ACCOMMODATE 2x ATTACH W/ (2) 12d -, O ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) ° ° 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) ©; �a0 @ ANY OPENING EQUAL .+% 16d TOE NAIL EA. IC> U SPACED/CENTERED IN + + CONT. BRACE & 10d z 4�a I -JOIST TO OUTSIDE +6 + NAILS @ 4" O.C. TO,`�' ■ FACE OF JOIST + + FLOOR SHEATHING a 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR I I + ATTACH 2x4 TO I -JOIST An 24" O.C. W/ (2) 12d N.T.S. TOENAILS BOTTOM SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE FLOORING FOR STRAP ATTACH TOP PLATE TO OIL SEE ARCH PLAN 3� 2" STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR 31" NAILS CONT. TOP PLATE 2x4 #2 SPF SILL PLATE ATTACH TOP PLATE TO X X W/ (2) 1 Od NAILS @ 4" 2x4 #2 SPF STUDS @ NAILS O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE TOENAILS BOTTOM 1 Od NAILS @ 4" O.C. JOB No. TM - 2152536 (NOTCHED @ 2x6 (2) SIMPSON LSTA24 SCALE: AS INDICATED VERTICAL LOCATIONS). STRAP (1 EA. SIDE OF NOTCH SILL AND STUD) EVERY 48" O.C. PLYWOOD FLOORING TO ALLOW VERTICAL I- FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF I -JOIST PLAN TOENAILS @BOTTOM) 2x6 VERTICAL AND ATTACH 2x6 VERTICAL L -BRACE @ 6'-0" O.C. & � TO I -JOIST W/ (3) Y4" x 3" @ ANY OPENING 2x6 VERTICAL AND SDS WOOD SCREWS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d X X NOTCH FLOOR EQUALLY 2rL I -JOIST SEE PLAN SPACED/CENTERED IN _ ST02 SECTION HANDRAIL W/ ST TO FOIE OF JOISTSIDE SINGLE I JOIST PARALLEL TO FLOOR FLOOR BEAM CONN. SCALE: 3/4"=1'-0" N.T.S. TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 3� 2" STUDS W/ (2) 16d TOE 31" SEE ARCH PLAN t-t2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W1(2)16d TOE X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 1 Od NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO W/ (2) Y4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN I -JOIST 8" WIDE WEB STIFFENER @ 48" O.C. c Z` PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) un�/ (I U ROWS OF 1 Od NAILS @ c W CA 3r,8* 3" O.C. NOTE: W a, i STIFFNER TO BE Q� �� ci M FLUSH w/ OUTSIDE OF ��, BOTTOM CHORD Z V �cro J NOF �� apg go Q Q Z z:)v� LIQ W 0 Q <PW 5 E ��5a o Q Q 1- O J ` Z I-' W O W LU U) .� 2x4 CONT. TOP PLATE (ATTACH TOP PLATE 3 1 /2" TO STUDS W/ (2) 16d TOE NAILS m 54 > 2x4 #2 SPF STUDS @ W 24" O.C. EVERY OTHER W 0 STUD TO BE VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 31" ATTACHED TO TRUSS FLUSH W/ OUTSIDE OF DRAFTING. PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: AML NAILS '`�` BELOW (OTHERWISE JOB No. TM - 2152536 W SCALE: AS INDICATED S h NOTCH SILL AND SEE ARCH PLAN _ ATTACH W/ (2) 12d 4 I- to PLYWOOD FLOORINGMAX. TO ALLOW VERTICAL 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) rA W � 2x6 VERTICAL AND TO SLIDE DOWN TO FACE OF TRUSS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d X X NOTCH FLOOR 2x4 SILL PLATE W/ (2) S Z01 _ ~ 0 L -BRACE 6'-0" O.C. & @ TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 Z i @ ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 1 Od Q W TRUSS W/ (3) Y4' x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO Y SCREWS EQUALLYNOTCH SILL AND 1 Od NAILS @ 4" O.C. FLOOR SHEATHING 0 SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 -° 0 M DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS '� r N.T.S. TO SLIDE DOWN TO W/ (2) Y4 x3 SDS N m FACE OF TRUSS SCREWS EQUALLY 2x4 #2 SPF STUDSA --- SPACED & CENTERED W 0 @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND 6'-0" O.C. & IN TRUSS W >_ 0 0 2x6 VERTICAL @ 6'-0" TO TRUSS W/ (3) Y4' x 3" L -BRACE @ OPENING 8 WIDE WEB C7 � Q 2 = O.C. MIN. AND @ANY SDS WOOD SCREWS @ANY STIFFENER @ 48" O.C. � OPENING W/IN HANDRAIL (@ EA.EQUALLY BRACE) W/ (2) NOTCH SILL PLATE SPACED/CENTERED IN TRUSS SEE PLAN ROWS OF 10d NAILS @ KNEEWALL FOR VERTICAL TRUSS TO OUTSIDE FACE OF TRUSS 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR NAILS @ 4" O.C. N.T.S. rST03 SECTION @ HANDRAIL W/ FLOOR TRUSSES SCALE: 3/4"=1'-0" SECTION X -X 3" O.C. NOTE: STIFFENER TO BE STRUCTURAL ENG: CFG / BED FLUSH W/ OUTSIDE OF DRAFTING. PERPENDICULAR TO FLOOR BOTTOM CHORD -STRUCT: AML QC CHECK EA JOB No. TM - 2152536 SCALE: AS INDICATED S h DATE: 06-27-16 .. 4 QT1 #16- 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. RECORD COPS' #1 6 1 9 24