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HomeMy WebLinkAbout286 Big Spring Ter 16-1923 (new sfh) (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U6 FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., ELECTRIC RANGE, PAINTED KNEEWALL5 AT 5TAIR5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. LOT 174 1111111 THORNBROOK GENERAL CON5TRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. E 40S CEILING CONSTRUCTION: 1. 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 = SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (159 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT IIIHERE 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 mANrH1=qT1=P ?i 1A P1 Fv A OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5. EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b.2 AND ASTM C 926. PER F.B.C.R 5TH EDITION (2014) R1031o.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 GARAGE LEFT 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 EX*ERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R, 5TH EDITION (2014) 8103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. TAYLOR MORRISON STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. AND DELINEATE AREAS NOT MORE THAT 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55 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. FLA5HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOFDRAWING INDEX 2, AP OPENINGS, REDRAW NOTES PLAN REVISIONS 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 06-13-16 CREATED LOT 5PECIFIC PLAN FOR LOT 114 IN THORNBROOKE 40's, ELEVATION "A", GARAGE LEFT U1/ PLAN OPTION5 INCLUDING: LANAI EXTENSION, 9 FT. POCKET SLIDER AT FAMILY ROOM, VENT HOOD OUTSIDE, CEILING FAN PRE -WIRES (1), RECE55ED CAN LIGHT5 IN FAMILY ROOM (4), PHONE OUTLET5 (2) AND CABLE TV OUTLETS (5). CORR0510N-RE5I5TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. COV -GENERAL NOTES, INDEX, SPECIFICATIONS WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED iN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 - SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: 2A1 - MAIN FLOOR PLAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8" IN THICKNESS, SOLID CORE (S.CJ OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. 2A2 - MAIN FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENT5: � M 2 B 1 — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. c mi 00 45PHALT 5HINGLE5 (IF APPLICABLE) : N m 6 2 B 2 -UPPER FLOOR PLAN DIMENSIONS 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2,6 AND 8905.2.6.1. r.. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL 12:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN W PLAN UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 1 OR TYPE II, 2C— P LAN D E 1 T AI LS ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL � �' U_ (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION m 3A1 FRONT ELEVATION 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : .,�` * •• Mi �V, 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. 5TH'' ;; (TION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR •b'�Z,y�A (� RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH 3A3 FLASHING DETAILS SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE ; act Z w II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH O� -0 3A4 — F LAS 1 1 I N G DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VmD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS "� Gj OF RAS 118,119 OR 120. �`�� 0 s 4A —MAIN FLOOR ELECTRICPLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : ,,,,• I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 1 4B UPPER FLOOR ELECTRICAL P LAN 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 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 PPE AND THE SLEEVE, N0 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 0 REWORD COPY LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. 0 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 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 REVIEWED FOR CODE COMPLIANCE (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. #26 GAUGE (0.48 PLANS EXAMINER mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. "1.2"21 • _ 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES 116 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO DATE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 0 5ANFORD BUILDING DIVISION OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SECTIONS M1411.3. LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAU5T FAN5 AND VENTING: ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER SOFFIT, RIDGE VENT OR CRAWL SPACE, REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 0 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 COMPACTION TEST MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE il MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND • nQUIRED LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER Results to be Verified FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER at Slab Inspection IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER • EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, 2138 ATTENTION GENERAL CONTRACTOR / BUILDER: USANFORD 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 TITLEAPPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL REVISION LOG # 1 6 1 9 23 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 1* oil r _j DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OMSMAPR FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER 4 EST. 1994 2A2 - MAIN FLOOR PLAN DIMENSIONS FLOOD ZONE REQUIREMENT5: � M 2 B 1 — UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. c mi 00 45PHALT 5HINGLE5 (IF APPLICABLE) : N m 6 2 B 2 -UPPER FLOOR PLAN DIMENSIONS 1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2,6 AND 8905.2.6.1. r.. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL 12:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN W PLAN UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 1 OR TYPE II, 2C— P LAN D E 1 T AI LS ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL � �' U_ (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR ASTM D 615116 REQUIRED IN ACCORDANCE WITH SECTION m 3A1 FRONT ELEVATION 8905.2.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : .,�` * •• Mi �V, 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. 5TH'' ;; (TION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR •b'�Z,y�A (� RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp IS DETERMINED IN ACCORDANCE WITH 3A3 FLASHING DETAILS SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH ASTM D 226, TYPE ; act Z w II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH O� -0 3A4 — F LAS 1 1 I N G DETAILS WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VmD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS "� Gj OF RAS 118,119 OR 120. �`�� 0 s 4A —MAIN FLOOR ELECTRICPLAN CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) : ,,,,• I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 1 4B UPPER FLOOR ELECTRICAL P LAN 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS, TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 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 PPE AND THE SLEEVE, N0 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 0 REWORD COPY LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, MECHANICAL AND HVAC. 0 I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 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 REVIEWED FOR CODE COMPLIANCE (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. #26 GAUGE (0.48 PLANS EXAMINER mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. "1.2"21 • _ 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES 116 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO DATE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL 0 5ANFORD BUILDING DIVISION OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF A PERMIT ISSUED SHALL BE CONSTRUED TO BE A SECTIONS M1411.3. LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAU5T FAN5 AND VENTING: ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER SOFFIT, RIDGE VENT OR CRAWL SPACE, REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 0 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 COMPACTION TEST MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE il MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND • nQUIRED LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER Results to be Verified FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER at Slab Inspection IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER • EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, 2138 ATTENTION GENERAL CONTRACTOR / BUILDER: USANFORD 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 TITLEAPPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING COVER SHEET CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY GENERAL NOTES REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL REVISION LOG # 1 6 1 9 23 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 1* oil 9-1 M ELEVATION T (-) 0'-4" co ELEVATION LL - 11 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 14'-0" •I x is w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c0 c0 to � 0 8" all G.G. VERIFY ACRYLIC 00 8" 8" i3' -0`x3-0" A/G ON LANAI^ELEVATION IPAD (SEE MECH 2 C4 i CONTRACTOR ( ) 0'-4" IFOR LOG.) I L — J 8" 3'-4" 9' 2" 8" 16'-2" 7/7 >>jN II SS FOR POCKET SLIDER REcE R P E DoLL 00 4" P.V.C. r8 C00 II I E Y iii 3/4" P.V.C. cy J m CONDENSATION 00C z cli DRAIN BY PLUMBER N o N N Q TILE SEAT SHOWER ABY. RECESS REFERENCE 2-0 ELEVATIONOL LLI N ts CONDENSATION, —_— — x — —_ — DRAIN BY IOPT. II OPT. WASHER DRYER ����J- \ o AIR HANDLER '- 4' I" SINK \ zLINES M W/ DISP D I �� .� UPPERFLOOR OR 4'-6" 4'-8" �' 16'-3" 4'-1" 3/4" P.V.C. ' PROVIDE WATERri } CONDENSATION I� LINE FOR ICE MAKER / �� PLUMBER 3/4" RECESS FOR ENTRY DR. 1�I >/ T�_ OF REF. -J I 50 GAL. 7�'j C'n 8" 9'-0" 3'-51/2" 2'-91/2" 2'-1" 2'-8" 8" 3'-8" 5'-0" I ELEVATION l) 0'-4" PAVERS I z I Q C O I � N I I G.J. I ----------------------- -----C.J_--------- I — I cA I m �I UI I I ELEVATION . I (-) 0'-6" PAVER DRIVE / LEAD WALK AA ... 3A2 2' 8" 161,_0" 2' 8" 1'-0" P_8" 21'-4" S'-8" 9-1 M ELEVATION T (-) 0'-4" co ELEVATION LL - 11 TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.G. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED •I x is w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 r Un J0Lo 0 0 JMNm 2 C4 i 'A >>jN ` DoLL 00 :2,6 .0 r8 C00 E Y iii cy J m 41 00C z cli • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED ,a C�NJF' SLAB INTERFACE PLAN 5CAGARAGE �LEFT DAVIS BEWS DESIGN GNOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ,a C�NJF' SLAB INTERFACE PLAN 5CAGARAGE �LEFT T.O.M. BOTTOM OF LINTEL 9' 4" AT V-0" A.F.F. AFF, T.0_ M. � AFF. 4 - REFER TO 5HEET 2A2 N.B. FOR MAIN FLOOR PLAN DIME1510N5 T.O.M. 9'-4" A.F.F. I3' -0"x3-0" A/CI REFER T PAD (5EE MECH. ICONTRACTOR I FOR MAI' FOR LOC.) PLAN DI L--_ J EST. 1994 P— - 3 - 26 5H, HD. AT 8'-0" 0 * EGRE55 27" T.O.M. 9'-4" AF.F, IF TEMP. GL. ENCL. ON 42" H. LOW WALL DRYER VENT m A.F.F. ALL EMERGENCY ESCAPE AND RESCUE OPENING5 5NALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED TYPICAL MASONRY • x ro w WINDOW SCHEDULE 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 P— - WINDOW WIDTHS 0 2011 27" 3711 5311 i 00�c) WINDOW CALL -OUTS `, 6 iL • 0 0 ° � -0 C� 26" 6. C0 12 5N I/2 32 5N 22 5N 32 5N w to J ' co t 0 (� T 00 5C Z ID 0 = 39" 13 5N 1/2 33 5N 23 5H 33 5N J 0 51" 14 5N 1/2 34 5N 24 5N 34 5N z 63" 0 15 5u 1/2 35 5H 25 5H 35 5N 72" 16 5H 1/2 36 5N 26 5N 36 5N • G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, uj w WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER 8MANUFACTURE 5PECIFICATION5. z 4 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED • x ro w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 P— - r 0 0 J0060 J co i 00�c) 6>.?JM `, 6 iL • 0 0 ° � -0 .�.o_ 6. C0 "w to J ' co t 0 (� T 00 5C Z ID 0 • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED W to N 00 00 �b ® Z uj -� LL LL co M� T► a_ gi1 M �'U1 CD a' d g MN ♦� V) HATCHING LEGEND 0 INSULATE WALL CLEAR OPENING HEIGHTS ■ IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE ■ WINDOW I5 LOCATED MORE THAN 121NCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BEA MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE rf000 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT 0 ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 0 MAIN FLOOR 115-1 S.F. UPPER FLOOR Sal S,F. • TOTAL_ LIVING 2138 S.F. 2138 GARAGE 4515.F. LANAI 128 S.F. TITLE • ENTR'' 74 S.F. MAIN FLOOR PLAN NOTES TOTAL_ SQ. FT. 27e I S.F. #1 6 - 1 9 23 MAIN FLOOR PLAN NOTES 5CALE: 1/4" = I'-0" GADRAGE LEFT DAVISrcD BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 P— - W to N 00 00 �b ® Z uj -� LL LL co M� T► a_ gi1 M �'U1 CD a' d g MN ♦� V) HATCHING LEGEND 0 INSULATE WALL CLEAR OPENING HEIGHTS ■ IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE ■ WINDOW I5 LOCATED MORE THAN 121NCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5NALL BEA MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE rf000 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENING5 THAT 0 ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 0 MAIN FLOOR 115-1 S.F. UPPER FLOOR Sal S,F. • TOTAL_ LIVING 2138 S.F. 2138 GARAGE 4515.F. LANAI 128 S.F. TITLE • ENTR'' 74 S.F. MAIN FLOOR PLAN NOTES TOTAL_ SQ. FT. 27e I S.F. #1 6 - 1 9 23 MAIN FLOOR PLAN NOTES 5CALE: 1/4" = I'-0" GADRAGE LEFT v O // REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTE5 MAIN LLi cio ai w �• c, ,ac 00 `m a z LLi ro %Juu i�1r, u- rn . rr m `C' NNq~ tI'r r � rvlo 0 2138 �b X :" • 77TLE • MAIN FLOOR PLAN 66" i DIMENSIONS #16-125 FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" - P -m" GARAGE LEFT L. LAZ .II x ca w DAVIS BEWS DESIGN GROVP r0 Jajo0 EST. 1994 �zz� 0 JM�rn 0 oc�M Y/ N >_>JN `LL • 0 0 .0h 0 ■w 0 c0 6. Z N d LLi cio ai w �• c, ,ac 00 `m a z LLi ro %Juu i�1r, u- rn . rr m `C' NNq~ tI'r r � rvlo 0 2138 �b X :" • 77TLE • MAIN FLOOR PLAN 66" i DIMENSIONS #16-125 FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" - P -m" GARAGE LEFT L. LAZ .II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �zz� LLi cio ai w �• c, ,ac 00 `m a z LLi ro %Juu i�1r, u- rn . rr m `C' NNq~ tI'r r � rvlo 0 2138 �b X :" • 77TLE • MAIN FLOOR PLAN 66" i DIMENSIONS #16-125 FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" - P -m" GARAGE LEFT L. LAZ .II 0, r Q Q PROVIDE PAN AND DRAIN UNDER A.N.U. 24" H. A/C PLATFORM ALL EMERGENCY ESCAPE AND RESCUE OPENING5 5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * * CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 26002.137 • TYPICAL WOOD FRAME LOT 174 x 0 w WINDOW SCHEDULE REVISED -� EST. 1994 �- WINDOW WIDTHS 0 20" 24" 36" 45" F— WINDOW CALL -OUTS ` ` Q>-Q_M • 0 20" 0 c+ n 1818 F.G. 2015 F.G. 3015 F.G. 4015 F.G. w E�9 24" 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = J 0 36" 1530 5H 2030 5H 3030 5H 4030 5H z 45" 0 1840 5H 2040 SH 3040 5H 4040 5H z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1560 5H 2060 5H 3060 5H 4060 5H 6 G.G. VERIFY M45ONRY OPENINGS FOR ALL WINDOW5, u w WINDOW 5IXE5 AND INSTALLATION MAY VARY PER 8MANUFACTURE 5PECIFICATION5. z 0 REFER TO FLOOR PLANS FOR STYLE of WINDOW U5E3 (SINGLE HUNG -51-1, CA5EMENT- (;5MT, OR FIXED GLA55- F.G) CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 x 0 w 06-13-16 REVISED -� EST. 1994 �- r Lo J0to0 0 'A (o i ���M 0 ` ` Q>-Q_M • 00 0 c+ n 0-�C �0 E�9 w ;: cyJ �o ro� y� 7� Z N ot • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED -� EST. 1994 �- W a. M r ae o0 CVD ® Z c LLW V J rf000 0 >= 5k • 2138 *1 1111111 LAN Ne TITLE • UPPER FLOOR PLAN NOTES #16" 192 UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" : 11-0" GARAGE LEFT 2B1 DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSW R, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEIWER. -� EST. 1994 �- W a. M r ae o0 CVD ® Z c LLW V J rf000 0 >= 5k • 2138 *1 1111111 LAN Ne TITLE • UPPER FLOOR PLAN NOTES #16" 192 UPPER FLOOR PLAN NOTES SHEET SCALE: 1/4" : 11-0" GARAGE LEFT 2B1 ca iL VERIFY THESE CRITICAL DIMENNON5 TO ENSURE WINDOW5 ARE CENTERED ON OPENING BELOW 30'-0" JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED BEDROOM 2 M N 0 ---J BATH2 uj c�a M co LOFT r - - � � ®z° 1 W -pill J u- ���� m ry w BATH 3 •~` ••.« .�' �. O�, �rrrr�u`►r'► BEDROOM 3 LMML. W 4'-4" 1 2'-8" II' -4" 1 I I- i BEDROOM 4 1 I 1 rfoo 0 N 1 1 1 1 I I 1 I REFER TO SHEET 25I • I I FOR UPPER FLOOR 2138 1 PLAN NOTES SAINF ,ARD • TITLE • UPPER FLOOR PLAN uq �` DIMENSIONS #16' 923 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT • X r,. 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 , 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER � EST. 1994 �- o� i � a J M r 0-� �O � L214 l0 x'00 C�h ZN�v ca iL VERIFY THESE CRITICAL DIMENNON5 TO ENSURE WINDOW5 ARE CENTERED ON OPENING BELOW 30'-0" JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED BEDROOM 2 M N 0 ---J BATH2 uj c�a M co LOFT r - - � � ®z° 1 W -pill J u- ���� m ry w BATH 3 •~` ••.« .�' �. O�, �rrrr�u`►r'► BEDROOM 3 LMML. W 4'-4" 1 2'-8" II' -4" 1 I I- i BEDROOM 4 1 I 1 rfoo 0 N 1 1 1 1 I I 1 I REFER TO SHEET 25I • I I FOR UPPER FLOOR 2138 1 PLAN NOTES SAINF ,ARD • TITLE • UPPER FLOOR PLAN uq �` DIMENSIONS #16' 923 UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 , 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER � EST. 1994 �- ALL GUARDRAILS AND HANDRAILS TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * 5TAIR NOTE5: RAILING BALU5TER5 SHALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR 5TAIRWAY5 SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA * * * * 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE BEAM RAILING 3/4" PLYWD. PECKING LINE OF 6'-8" MIN. BEAM FLOORf HEAD CLEARANCE SYSTEM / FLOOR 5Y5TEM 2x 5TRINGER5 10.00" H (TYP) LO – LOW WALL —•-I 1" NOSING (TYP.) LINE OF DOOR IN I I 2x TREADS AND FOREGROUND Ix RISERS (TYP.) 11 TREADS AT 10.00" EACH UNDER-5TAIR PROTECTION ENCLO5ED ACCE551BLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-5TAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C. 2010 RESIDENTIAL CODE R302,1 STAIR SECTION SCALE: 1/4" - I'-0" D TRU5SE5 1/16 0.5.6. N r -BEYOND INSULATION ATTIC ACCESS DETAIL SCALE: 1/2" - 1'-0" JOB NUMBER 26002.137 ' CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED • DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • OCNVER- x m 0 r- Lo J��0 OJ 0 c') i 0M �/ i• >>JM L � �L-. oLD0 �L O 0 �C0 LL.Y-u W L J m 410 00SC�n ZNL0 JOB NUMBER 26002.137 ' CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED • DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • OCNVER- -= a EST. 1994c---- Iu cm �0 DD 0 0 z z w m 0. ti Irina'~ H nel 0 >= 2138 S NFORD P�`1 16-1923 PLAN DETAILS SCALE: 1/4" - 1411 GARAGE LEFT TITLE • PLAN DETALS • SHEET 2 CR"• 11/2" THICK SAND FINISH KEYSTONE (1F APPLICABLE) RAISED SAND FINISH TEXTURED BANDING THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" ASTM 226. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F5,C. RESIDENTIAL CODE R103.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE 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 PER11T 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 Ro122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R&12.3 v 6� �-SHINGLE ROOF G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA PLT. HT. (TYPICAL) 1' 4" W. x 5' 0" H. DECORATIVE -- STUCCO FIXED SHUTTER FINISH 12 6� SHINGLE SECOND FF. LINE ROOF T.O.M. 6" BANDING 12 • Q6 12 6 12 EST. 1994 Lo Q0 Lo o lQ 6� SHINGLE 0 Jmh� oss 0 co) PLT. Hr, L 4" BANDING (rYP.) L L °SIL • 00 ... 0-i0 c °o stucco FINISH �E THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" ASTM 226. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F5,C. RESIDENTIAL CODE R103.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A50VE 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 PER11T 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 Ro122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R&12.3 v 6� �-SHINGLE ROOF G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA PLT. HT. (TYPICAL) 1' 4" W. x 5' 0" H. DECORATIVE -- STUCCO FIXED SHUTTER FINISH 12 6� SHINGLE SECOND FF. LINE ROOF T.O.M. 6" BANDING TEXTURED❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED FINISH FINISH BANDING MAIN FF. LINE © COPYRIGHT 2014, TAYLOR MORRI50N BANDING MAIN F.F. LINE GRADE LINE 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 1'-0" 12 • Q6 12 6 12 EST. 1994 Lo Q0 Lo o lQ 6� SHINGLE 0 Jmh� ROOF 0 co) PLT. Hr, L 4" BANDING (rYP.) L L °SIL • 00 ... 0-i0 c °o stucco FINISH �E rJ�-W y T+ 00 z N ° I'-4" W. x 54" H. DECORATIVE FIXED SHUTTER SHINGLE ROOF 4" BANDING Q6(TYP.) SECOND FF. LINE I'-0" BANDING T.O.M. 6" BANDING 4" BANDING TEXTURED❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEXTURED FINISH FINISH BANDING MAIN FF. LINE © COPYRIGHT 2014, TAYLOR MORRI50N BANDING MAIN F.F. LINE GRADE LINE 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 1'-0" JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED • X N 150 STATE STREET EAST OMSMAk FLORIDA 34677 513.92.5.1300 TEL 513.925.1500 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 Lo Q0 Lo o lQ 0 Jmh� 0 co) L 2 j N L L °SIL • 00 ... 0-i0 c °o �E rJ�-W y T+ 00 z N ° JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED uj Co aj 14* V_ cQv 00 _• ® ® Z z uj 17 LL co w � .. ul .� Q dpi ••••••.. 0 � W 2138 \� L71N; 923 ELEVATION "A" GARAGE LEFT 14 Dnvis BEws DESIGN GROUP 150 STATE STREET EAST OMSMAk FLORIDA 34677 513.92.5.1300 TEL 513.925.1500 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 uj Co aj 14* V_ cQv 00 _• ® ® Z z uj 17 LL co w � .. ul .� Q dpi ••••••.. 0 � W 2138 \� L71N; 923 ELEVATION "A" GARAGE LEFT SCALE: 1/8" = 1'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING � NOTE: THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1 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.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -1'-0" GIRDER 6� Q6 12 GIRDER TRU55 TRU55 ROOF TRUSSES AT 24" O.C. 12 12 I I I LANAI ROOF y� x 0 I VENT REQUIREMENTS SADDLE I I sl VENTILATION CALCULATIONS 1z I I j - ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. X 144 = 61 SQ. IN. 1 2 4 2 VOLUME LLL ROOF TRU55 TRU55 AT 24" O.C. (TYPICAU 6_12 a Y/ ■m U) co (� 1 N > ?w HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. WX L LINTEL ❑ ❑ FAMILY - ------# O 0 UPPER 2/3 ROOF VENTS REQUIRED =1 E u GARAGE o J Co 8 ❑❑ DINING E F1114:12 6:12 12 E6 1 HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. cm Z 1 . 1p roe: � T Lo og Z .21t ACTUAL SOFFIT VENTILATION = 310.4 SQ. IN. 4:12 I i 6:12 L 6:12 ---r---------- ----------- I -------- ------------------ , I , GARAGE ROOF UPPER ROOF I I 6:12 i i VENT REQUIREMENTS VENT REQUIREMENTS j VENTILATION CALCULATIONS VENTILATION CALCULATIONS ATTIC AREA =1274 SQ. FT. / 300 = 4.25 SQ, FT. 6:12 Q a l i ATTIC AREA = 408 SQ. FT. / 300 = 1.36 SQ. FT. X 144 = 612 SQ, IN. I 1 i I X 144 =196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 305.76 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. o , # UPPER 2/3 ROOF VENTS REQUIRED = 3 # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. HALF AT LOW SOFFIT / EAVE VENTS = 305.76 SQ. IN. i I ACTUAL SOFFIT VENTILATION = 1481 SQ, IN. SCALE: 1/8" = 1'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING � NOTE: THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1 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.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -1'-0" GIRDER 6� Q6 12 GIRDER TRU55 TRU55 ROOF TRUSSES AT 24" O.C. 12 12 I I I (TYPICAL �6 y� x 0 I BR. 3 SADDLE I I sl 1111 o 0 LOFT 1z I I j - Q6 GIRDER 1 2 4 2 VOLUME LLL ROOF TRU55 TRU55 AT 24" O.C. (TYPICAU 6_12 a Y/ ■m U) co (� 1 N > ?w WX L LINTEL ❑ ❑ FAMILY SCALE: 1/8" = 1'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING � NOTE: THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1 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.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -1'-0" GIRDER 6� Q6 12 GIRDER TRU55 TRU55 ROOF TRUSSES AT 24" O.C. 12 12 I (TYPICAL �6 y� x 0 BR. 3 SADDLE L J��O I 1111 o 0 LOFT 1z --------------- - Q6 GIRDER 1 2 4 2 VOLUME « - ❑ ❑ 0 0 ROOF TRU55 TRU55 AT 24" O.C. (TYPICAU a Y/ ■m U) co (� 1 N > ?w BEAM BEAM L LINTEL ❑ ❑ FAMILY KIT. ROOM O 0 �;�N E u GARAGE o J Co 8 ❑❑ DINING E FL 3 c 8 6:12 12 E6 1 SHINGLE cm Z 1 . 1p roe: � T Lo og Z .21t -I I 6:12 L 6:12 ---r---------- I a , GARAGE ROOF I I i VENT REQUIREMENTS VENTILATION CALCULATIONS l ATTIC AREA = 408 SQ. FT. / 300 = 1.36 SQ. FT. I 1 i I X 144 =196 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 97.92 SQ. IN. _ , I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS = 97.92 SQ. IN. I'•0"ACTUAL SOFFIT VENTILATION = 5410 SQ. IN. TYP. OVERHANG AT NIPAA (UND.) 3A3 ROOF PLAN SCALE: 1/8" = 1'-0" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING � NOTE: THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATIO1 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.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -1'-0" GIRDER 6� Q6 12 GIRDER TRU55 TRU55 ROOF TRUSSES AT 24" O.C. 12 12 CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 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 GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 br ROOF 12 ROOF ROOF PLT. HT. PLT. HT. PLT. HT. E STUCCO FINISH L STUCCO J1 Q FIN15H * 12 41 12 $ LSHINGLE Q6 SECOND F.F. LINE 8 SECOND FF. LINE ROOF/ SECOND FF. LINE T.O.M. T.O.M. T.O.M. '�7 c4 /TEXTURED TEXTURED a FINISH 7 FIN15H 24" 00 " MAIN FF. LINE MAIN FF, LINE MAIN F.F. LINE GRADE LINE CL co uj (ASSUMED) N ae co am 0 Z �•L j ti LEFT ELEVATION_j LL SCALE: 1/8" = 1'-0" ' co SHINGLE ROOF PLT. NT. / PLT. NT. ~ �` • pR ❑ _ nu a r���`` stucco, * FINISH FG.EFG. 12 12 SECOND F.F. LINE 4D D4 SECOND F.F. LINE 7.OM._ ; v c0 `^ TEXTURED TEXTURED FIN15H m FIN15H MAIN FF. LINE TEMP. MAIN FF. LINE +100 GRADE LINE (ASSUMED) 0 REAR ELEVATION SCALE: 1/8" - 1'-0" 6� 0 12 12 12 6� LSNINGLE �6 6 ROOF/ PLT. HT. - - - - e ❑ TEMP. -O �, �5rucco 6� FINISFI 7 L9HINGLE �l SECOND FF. LINE ROOF T.OM. /TEXTURED LrExruREq d FINISH 7 FINIS; 7 �l MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELE VATION SCALE: 1/8" - 1'-0". #16 - 1 9 .L S "All ELEVATION A GARAGE LEFT (TYPICAL �6 E6 x 0 BR. 3 �� EST. 1994 �- L J��O /2-5TORY 1111 o 0 LOFT 1z .IMI- Q6 GIRDER 1 2 4 2 VOLUME « - ❑ ❑ 0 0 ROOF TRU55 TRU55 AT 24" O.C. (TYPICAU --- FLOOR SYSTEM -�- Y/ ■m U) co (� 1 N > ?w BEAM BEAM L LINTEL ❑ ❑ FAMILY KIT. ROOM O 0 �;�N E u GARAGE o J Co 8 ❑❑ DINING E FL 3 c 8 12 12 E6 1 SHINGLE CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 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 GUARD5, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 br ROOF 12 ROOF ROOF PLT. HT. PLT. HT. PLT. HT. E STUCCO FINISH L STUCCO J1 Q FIN15H * 12 41 12 $ LSHINGLE Q6 SECOND F.F. LINE 8 SECOND FF. LINE ROOF/ SECOND FF. LINE T.O.M. T.O.M. T.O.M. '�7 c4 /TEXTURED TEXTURED a FINISH 7 FIN15H 24" 00 " MAIN FF. LINE MAIN FF, LINE MAIN F.F. LINE GRADE LINE CL co uj (ASSUMED) N ae co am 0 Z �•L j ti LEFT ELEVATION_j LL SCALE: 1/8" = 1'-0" ' co SHINGLE ROOF PLT. NT. / PLT. NT. ~ �` • pR ❑ _ nu a r���`` stucco, * FINISH FG.EFG. 12 12 SECOND F.F. LINE 4D D4 SECOND F.F. LINE 7.OM._ ; v c0 `^ TEXTURED TEXTURED FIN15H m FIN15H MAIN FF. LINE TEMP. MAIN FF. LINE +100 GRADE LINE (ASSUMED) 0 REAR ELEVATION SCALE: 1/8" - 1'-0" 6� 0 12 12 12 6� LSNINGLE �6 6 ROOF/ PLT. HT. - - - - e ❑ TEMP. -O �, �5rucco 6� FINISFI 7 L9HINGLE �l SECOND FF. LINE ROOF T.OM. /TEXTURED LrExruREq d FINISH 7 FINIS; 7 �l MAIN FF. LINE GRADE LINE (ASSUMED) RIGHT ELE VATION SCALE: 1/8" - 1'-0". #16 - 1 9 .L S "All ELEVATION A GARAGE LEFT • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED x 0 150 STATE STREET EAST OUXMAR„ FLORIDA 34677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DIIWER. �� EST. 1994 �- L J��O O 0 .IMI- Y/ ■m U) co (� 1 N > ?w L ..I co O 0 �;�N '54 o J Co 8 E FL 3 c 8 cm Z 1 . 1p roe: � T Lo og Z .21t • JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED _PLT. HT. SHINGLE ROOF o 12 4 - F- SECOND F.F. LINE M � 9 2138 ZC3 MAIN FF. LINE _ — TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS O�n� r%,fir � • C��- DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR„ FLORIDA 34677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DIIWER. �� EST. 1994 �- _PLT. HT. SHINGLE ROOF o 12 4 - F- SECOND F.F. LINE M � 9 2138 ZC3 MAIN FF. LINE _ — TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS O�n� r%,fir � • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATMO SHEDDING LAPS F MATERIAL PER 2. SCORE &FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO VATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION )ERLAYMENT (REFER TO IER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ENGINEERED ROOF ISSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING ZRICANE STRAP PER AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE )F FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS If I RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 2" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I i EXTERIOR FINISH WATER PROOF CAULKING L�� � PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wF�ry FOLD UP WEATHER F'Q RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST 3.1 WEATHER RESISTIVE BARRIER PF' SILL PLATE (SEE DETAIL B FOR OPTIONS) ���� s 6P� CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / / EXTERIOR RESISTIVE SHEATHING BARRIER � TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING 1 WINDOW) , 2 i i FLASHING FLASHING DO NOT FLASH i OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" x m 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING ;r FLASHING. 20" FLOOR TRUSS "--2X8 TRIM BOARD STUCCO "J" MOLD 7/16" O.S.B. SHEATHING SEE STRUCTURAL FOR CONNECTORS �24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. uj R703.2 WATER -RESISTIVE BARRIER r - 4t ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH "'I' � c °� ® ® Z ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF c, 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 /* 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. Z'2� R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGILE-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 ��rrrrut++ 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 F'�I DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, R F R APPLI O O CATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE, WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 N 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. T1 2. AT THE INTERSECTIONF O 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. J 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. INC TITLE • 7. AT BUILT-IN GUTTERS. `� FLASHING DETAILS #16' 1923 • • SHEET • FLASHING DETAILS. RITC JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED x m DAVIS BEWS DESIGN GROVP r 0 t�O - EST. 1994 � Jto O J CC.) ,,AA Y/ 0 0 am N ` > > J N M La 3QLL O O mc a -0^ ,5 o-00 cy 0 00 Zrt JOB NUMBER 26002.137 • CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W DAVISBEW&COM TAMPA • DENVER - EST. 1994 � SHEATHING TEXTURE FIN15H COAT BRM COAT 5CRATCH COAT 5ELF-FURRING LATH TWO LAYER5 WR5 WEEP SCREED TERMINATE 5ELF ADHE5IVE FLASHING AT LOWER N05E OF M.W.W.5. 5ELF ADHE5IVE FLA5HING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --� REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING IGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WALL SHEATHING ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING CD- 6 j z z DIVERTER FLASHING M�IV6" DRIP EDGE FASCIA — WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING rSUBFLOO SELF-ADHERED FLASHING R RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm :,30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF ADHESIVE AS SHOWN) / THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING / \ SELF -ADHERED s " FLASHING SEAL TOPS OF JOISTS - *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER EXTERIOR IN ACCORDANCE WITH MECHANICALLY FASTEN IF RUBBERIZED ASPHAL T RUBBERIZED SELF -ADHERED FLASHING INSIDE CORNER 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE ACCORDANCE WITH ASTMC1063 ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED SHEATHING TEXTURED, PAINTED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED WINDOW FLASHING SELF -ADHERED FLASHING EXTER. WALL FINISH UP JAMB 6". USE LIQUID NAIL BRAND ASPHALT BASED 'L' FLASHING SPECIFIED ROOF CRICKET: 6 X 18" H GALV. OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) i,i MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING W N 0 � m � SCORED (REQUIRED AT . o RELEASE PAPER ALL LEVEL VALLEY VERTICAL WALL SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE :"'•, ::i;; .:. VERTICALLY FROM z BOTTOM OF ADHESIVE AS SHOWN) / THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING / \ SELF -ADHERED s " FLASHING SEAL TOPS OF JOISTS - *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE r, n :� • ROOF F ; FLASHING CAULKING :>:;• ;'•'`" 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -\ 6 TO 12 PER PLAN SPEC'S. 6 GALV.'U FLASHING TYPICAL. ROOFING FELT '4* --DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF OecK < TtiFFq c%< o F STr? TYPICAL ROOF TO �RF�ooti�ok WALL FLASHING DETAIL r o RAKE METAL DRIP EDGE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. j EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -j FIGURE 4: VALLEY DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ROOF asci S\ S"NP O R�P�MEN� \ Ok'pP 2 5� O JRS� G JRS� O c0 q SN 00 ( SV Ge JRSE P\-90? q!N 3FL '0\3 S' S E 2N0 �sl c0 \ 22 9 2 5 2 „ EAVES 14" 7, FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER PIECES THE RAKE AND EAVES ABOUT SAVE 7" PI TO USE 5TH 1/2" IF DRIP EDGE IS USED, OR COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 36" 1„ $° 81, M 8" 8" .. 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR \ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK ASTMC926 SELF -ADHERED FLASHING INSIDE CORNER POP - APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER SHEATHING TEXTURED, PAINTED -7/16" O.S.B. SHEATHING GALV. MTL CRICKET AS EXTER. WALL FINISH KEEP TOP EDGE OF WEEP ASPHALT BASED 'L' FLASHING SPECIFIED ROOF CRICKET: 6 X 18" H GALV. SEALANT APPLIED BY PLAN MIN: 3:12 SLOPE FLASHING CONT. BEHIND FLASHING W N 0 � m � (REQUIRED AT . o zccmm2,1 ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A :"'•, ::i;; .:. LOCATIONS) AT ENTRY z MINIMUM OF 6" ABOVE ROOF SHINGLES > x VERTICAL RISE OF ,. FLASHING AT KNEEWALL 6" X 18" H GALV. •- >: FLASHING CONT. - i� SEALANT 1 / .1 ROOF ATERIAL PER ELLE ATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COWER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ, PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE r, n :� • ROOF F ; FLASHING CAULKING :>:;• ;'•'`" 6" HIGH DIVERTER FLASHING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING -\ 6 TO 12 PER PLAN SPEC'S. 6 GALV.'U FLASHING TYPICAL. ROOFING FELT '4* --DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL ROOF OecK < TtiFFq c%< o F STr? TYPICAL ROOF TO �RF�ooti�ok WALL FLASHING DETAIL r o RAKE METAL DRIP EDGE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. j EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE -j FIGURE 4: VALLEY DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ROOF asci S\ S"NP O R�P�MEN� \ Ok'pP 2 5� O JRS� G JRS� O c0 q SN 00 ( SV Ge JRSE P\-90? q!N 3FL '0\3 S' S E 2N0 �sl c0 \ 22 9 2 5 2 „ EAVES 14" 7, FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER PIECES THE RAKE AND EAVES ABOUT SAVE 7" PI TO USE 5TH 1/2" IF DRIP EDGE IS USED, OR COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. ROOFING SYSTEM IS CERTAINTEED LANDMARK TL OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. 36" 1„ $° 81, M 8" 8" .. 8" 1" SEALANT LI E NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR \ CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. - 7/8" CEMENT PLASTER 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 SHEATHING 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 • • x T MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ® ® ®®®® ALL INSIDE AND ®° OUTSIDE CORNER ®®' °®®•®°® WILL NEED TO BE ° ®•�®® MITER CUTAND ®°� c CAULKED ALL BUTT ®° ®•� JOINTS NEED TO BE EMBEDDED IN ®•®®o ° ° SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED ®�°• FLANGE 1/2" WEEP BLOCK • ��o SCREED *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF—ADHERED FLASHING DECK JOIST I METAL FLASHING 1 1 1 I WIF 1L.. V/ -1L 1_1— 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF d � � — ROOF PER PLAN TYPICAL ROOF TO° WALL FLASHING DETAIL PLAN VIEW a-1923 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. 0.5. • • x T s DAVIS BEWS DESIGN GROUP 0 0 TAMPA • DENVER. -� - EST. 1994 (--� -J, 0i _j c') N F, V/ 0 no 0) 6 > >JM 66 °��. = 0 rocD ~ O�OL. 3 0� CO 3�E LLYro� W N 0 � m � . o zccmm2,1 *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF—ADHERED FLASHING DECK JOIST I METAL FLASHING 1 1 1 I WIF 1L.. V/ -1L 1_1— 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF d � � — ROOF PER PLAN TYPICAL ROOF TO° WALL FLASHING DETAIL PLAN VIEW a-1923 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. 0.5. s DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLEAMAR., FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. -� - EST. 1994 (--� *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF—ADHERED FLASHING DECK JOIST I METAL FLASHING 1 1 1 I WIF 1L.. V/ -1L 1_1— 1 FLASHING DETAIL 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF d � � — ROOF PER PLAN TYPICAL ROOF TO° WALL FLASHING DETAIL PLAN VIEW a-1923 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. 0.5. OUTLET +14" W.P. / GF.I. FOR T.Uj3, SERVICE ELEC. METER COACH LIGHT GF.I. FIXTURE CLG. GF.I.OUTLET I FOR GD. OPENER ------------------- GF.I. AT 48" / I � COACH LIGHT HORIZ, MAKE-UP LIGHTS HORIZ MAKE-UP LIGHTS K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50YE COUNTER ol, WEATHERPROOF DUPLEX OUTLET QiFl GROUND FAULT INTERRUPTER DUPLEX OUTLET }_ HAI F -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 ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN J. FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) D PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR so c SMOKE / CARBON MONO. COM50 DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT i ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGW-IN FOR OPT. CEILING FAN v ,J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G � ROUGH -IN FOR OPT. CEILING FAN NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.D AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR ALAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NRRA.10, N.E.C. 2011, FZ.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOS6IL-FUEL-5UWIW_l 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. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE 1) DISC. REFER TO FLOOR TYP. 14 AND 12 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL 010 WATER HO HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO, SERVICE TO BE BONDED TO FOOTING STEEL 2138 ELECTRICAL RISER DIAGRAM NOTE:CAN TI TLEELECTRICAL MATERIALS AND INSTALLATIONS SHALL MAIN FLOOR ELECTRICAL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL PLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. - #16^1923 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT X l0 w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C V T O O O JMhF) 0��M L, > > -04 c 0 .0 09Cp � a ro c, LJ*m N 0 g ,: z -e MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT rob DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c ---- MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT HORIZ. MAKE-UP LIGHTS DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET 0 v6.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET 0 DUPLEX OUTLET IN FLOOR �& 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THEW06TAT pi ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) cU- ROUGH -IN FOR OPT. CEILING FAN v J c � CEILING MOUNTED IK:ANDESCENT LIGHT FIXTURE W/ 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 N0.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND IECEPTACLE5 AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISION, ..1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 50UR2 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, 5UNROOM6, 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 GFC.I. PROTECTED (GF.U. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARM6 5HALL 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, FL JOB NUMBER 26002.137 CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED x ro 150 STATE ST'R= EAST OUXMAR, MORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER Lo OLDJL�O 0 J cui 2�1�M r ` . >>JM LL 0 roc~ a -0 `0'C0 LLY ro°' L*400 _ 0 f0 �ocron ZNL�I JOB NUMBER 26002.137 CAD FILE NAME LOT 174 ISSUED 06-13-16 REVISED 2138.1 w\ D/NC ,.;,ANF D #16-1923 OOR ELECTRICAL PLAN_ GARAGELEFf DAIS BEWS DESIGN GROUP 150 STATE ST'R= EAST OUXMAR, MORMA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST. 1994 �-- 2138.1 w\ D/NC ,.;,ANF D #16-1923 OOR ELECTRICAL PLAN_ GARAGELEFf 30'-0" 2 STORY FOOTING 16'-0" iE,Weli I SD2 SD2 2'-8" 16'-0" ol 2'-8" T-10" 01' 21'-4" 8'-8" 30'-0" F. FOUNDATIO COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. z 0 V C) A v c7 W Uj co J {{ii • O ` .. -.J W Q G�► • r "7) Z t m LL 0 pU2 ri U O �0 ami o Q m l 0 CL Fn Zg� z 3'r, r6. tz Z 0 �zIN 0) 0 Z �Fo�m J WZ� Q Z zz�;� 0 0 ���E Z Q�U' W F 0 z W W s � a C W J W o Lu Zoo FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE _j LAPPED MIN. 6" AND SEALED. 2, PROVIDE 4" 3000 psi CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT BUILDING CODE. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 1 USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O_jZ SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U _j FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). LLJ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. IF CHART IS NOT PROVIDED, CONTACT EOR TO REVIEW AND PROVIDE FOOTING SCHEDULE O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. .6 <8> STRUCTURAL 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. .5 <8> 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. > 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. .5 <8> 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. O60"40"x16" -STRUCT: dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. O48"x32"'x12" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. EA SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TM - 2152533 TO TIE BEAM ( 5'-4" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. SCALE: TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. FOUNDATIO COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. z 0 V C) A v c7 W Uj co J {{ii • O ` .. -.J W Q G�► • r "7) Z t m LL 0 pU2 ri U O �0 ami o Q m l 0 CL Fn Zg� z 3'r, r6. tz Z 0 �zIN 0) 0 Z �Fo�m J WZ� Q Z zz�;� 0 0 ���E Z Q�U' W F 0 z W W s � a C W J W o Lu Zoo O Z _j 00 1 OM00 N Il m O_jZ U _j p0 —_— LLJ O Q a ���fJI/VC STRUCTURAL ENG: CFG / BED S 0FzD DRAFTING: '�N _)� -STRUCT: AML QC CHECK: EA JOB No. TM - 2152533 V SCALE: AS INDICATED DATE: 06/28/16 PLAN 1/4"=11-011 S 2 1'-4" 13 SYMBOLS LEGEND ILL! ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-4 O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. - '-4" 1'-4" 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH z (2) VERT. #5 CONT. FTG. TO TIE BEAM. O M a (1) #5 @ TOP, BOTTOM & MID -HEIGHT OF COLUMN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL (1) #5 @TOP, U1114REINFORCING PER BOTTOM UluPLAN(TYP). MID -HEIGHT OF Fr-rrrr- 4 COLUMN 4 I 111fl c FILLED CELL G 4 PLAN VIEW SECTION VIEW MASONRY COLUMN � TIE IN 3/411=11-011 IX U U) W 0 Cf) c0 z r$ U ( .0 � o a' U 0 0 �0 a � z CL z U) 3r:8* 0 Z UJ .w~r No �r W 06 �Z W N19Z� V c') Q o� g Z a<'�WE J z0 W W O W _ 0 � a w wUj o �t r� � w� Z()o 0Z—j A L 0M0 a �N� � 0 Z �JZ —_-- C) (3 0 0 ��� DING STRUCTURAL ENG: CFG / BED DRAFTING - - °®. F STRUCT: AML QC CHECK: EA q JOB No. TM - 2152533 .. 1 2 3 SCALE: AS INDICATED DATE: 06/28/16 DOWEL PLACEMENT PLAN_ J3 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. _ A ai �`�``���►�uurrr���� J4 co CL � V �C� f • N•• • 2' 00 cod Qp '^J ''•••• •• �` �— 0 m `- rrrn+�� Cf) c0 z r$ U ( .0 � o a' U 0 0 �0 a � z CL z U) 3r:8* 0 Z UJ .w~r No �r W 06 �Z W N19Z� V c') Q o� g Z a<'�WE J z0 W W O W _ 0 � a w wUj o �t r� � w� Z()o 0Z—j A L 0M0 a �N� � 0 Z �JZ —_-- C) (3 0 0 ��� DING STRUCTURAL ENG: CFG / BED DRAFTING - - °®. F STRUCT: AML QC CHECK: EA q JOB No. TM - 2152533 .. 1 2 3 SCALE: AS INDICATED DATE: 06/28/16 DOWEL PLACEMENT PLAN_ J3 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. _ 1'-4" e r (1) #5 @ TOP, BOTTOM & ffh. MID -HEIGHT OF °� (1) CONT. #5 FROM TIE BEAM COLUMN TO FOOTING � A (1) #5 @ TOP, MASONRY WALL rs � REINFORCING PER BOTTOM & PLAN(TYP). MID -HEIGHT OF COLUMN A pW Cr) ° O Q�"y�/ "S �.Z i Z FILLED CELL LL! IW m a A[Vv '" CP 73 PLAN VIEW SECTION VIEW �,� `0 Q Cif r�0 Prrw `� MASONRY COLUMN 1 TIE IN 3/411= 1'-0", U 03 I",j o O a z 0 am z J Z (C.) 65JFS* W 3'n Z LU06 Z U) : Z OF=Q U X6�a LU -j o� LU� wUj O Q s > W � w Uri Ujo zv0 OZ_j T a LL OMp r a �NpC �J Z U _jpW LLJ>- O O O ~ a STRUCTURAL ENG: CFG / BED <:1STRUCT: AML ---------- `` QC CHECK: EA JOB No. TM - 2152533 1 1 �+ SCALE AS INDICATED 4 DATE: 06/28/16 DOWEL PLACEMENT PLAN 1/4"=11-011 S3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. y�0 No vo 7 o CD ov n n ���� o n C) n o n WALL LEGEND w Q C� = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL -_ change to a printing layer if Mqk44 U.N.O. Z O � U W o 0 AA $ w Ap .��LLj 00 �• ,% ' L' .�'•.b* �,• ,`` 'may W J PR ` e � O m 0_ * I 0 Z O O r o rA m Z V W J&gN O NooM Z 06 a Z U) vd r0:5 Q C'n Win LL.. ZO a � W ' E LU 0 Q o o� F" U' LLJ LU ~ S a w W ■ � 'W E j, 1 R22 1 W r - z Z: R23 M 0 Z J A Y J18 J180 CO 0 O J17 J17 N IM 0 -j Z J16 N J16 V i- o O • • QO= 11� co 0 CD M m M 00 P XVDINC ♦O r r r r !� r r r T O C)C) STRUCTURAL ENG CFG / BED ��. DRAFTING: �.n-STRUCT: AML QC CHECK: EA 1 .. 1 9 2 3 JOB No. _........ _ TM - 2152533 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 06/28/16 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1'4"=11.011 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD SPACING LUMBER SPECIES CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN SYP #2 BUILT UP STUD COLUMN BWZ 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN M O BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p 1 rd. PT. s LVL COLUMN. BW4 12" SPF 12d TOENAILS T 12d TOENAILS T NO UPLIFT MID -SPAN LVL COLUMN. BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN STANDARD COLUMN NOTES BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 p If 1 3rd. PT. 7" EMBEDMENT BW7 16 SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID - SPAN FRAME TO FRAME BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 83.5x11.25 BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. H2.5A w/(10)8d BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 1 3rd. PT. TO POST: SIMP. HTS20 OR LSTA18 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 w/in 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 NQN-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 <3>(2)2X4 SPF #2 BUILT UP STUD COLUMN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN OJ (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST M O 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. OR 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. OX 7"x7" LVL COLUMN. OY 3 1/2" X11 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 & $"' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)1" EPDXY ANCHORS w/ MIN. 7"' EMBEDMENT 4. POSTrLVL 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' 110d .148" x 3" 12d .148" x 31" 1 rod .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 SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)1'x24" H2x10 META20 w/(7) 1Od 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 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)1'x24" TAPCONS H1OA w/(18)1Od x 12" NAILS OR H3.5x9.25 H10A 1015 H10A 1340 �3 TO BEAM: SIMP. HUC410 w/(18)16d & (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H1OA-2 1070 H1OA-2 1245 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3x12 HTS20 w/(24)1 Od x 12" NAILS NAILS & (18)1'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 TO BEAM: SIMP. HUC410 w/(18)16d & (2)HTS20 w/(24)1 Od x 12" NAILS 1 (10) 1 O NAILS 83.5x11.25 Q (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 MTS 12 w/(14)10d x 12" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 NAILS & (18)1'x24" TAPCONS MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 TO POST: SIMP. HTS20 OR LSTA18 5" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 HTT4 w/(18)16d x 22' NAILS & e" EPDXY ANCHOR w/SIMP. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 1-91 SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 65.25x16 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)1 Od NAILS & (4) 1'x 21" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 R (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 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 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 OLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU 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)10d 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 30IRDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS 1335 1550 24 W/(6)16d NAILS FRAME TO FRAME 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 1 Od NAILS & 8' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT 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 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 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)1'x24" H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 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)10d H3.5x7.25 PLATE NAILS & (18)1'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) 1 Od NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H3x12 PLATE NAILS & (18)1'x24" TAPCONS PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 1 O NAILS 83.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)1'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x21" 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) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) °� 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ -1" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-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 O U W W W NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF * �� Q CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ���//�iP�r1 ���� LL 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 U, 0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. rn CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 's. ii '� co THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.i, N BUILDER NOTE: ri IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE,.. z TRUSS MANUFACTURERS LAYOUT "' "" a O ----CU STOP --- AND CALL THE ENGINEER OF RECORD PRIOR TO USII'`0 PLACEMENT OF ANY TRUSSES�,' NAILING SCHEDULE ROOFS: ate. 4 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 O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE Z SPACED NO MORE THAN 24" O.C. _U U W 8 GABLE ENDS: U W .3;,n ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. cW p rN AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q Q Z U) 0 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U' U c Z Z Z NN� EXTERIOR WALLS: O W a N g SEE WF10/SD4 FOR MORE INFO. 0 g,.,�, NAILS: v 0 a i�-'''S E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W U IX6 . ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, qaeJ Q °' HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE LU U) Z O Ho EQUIVALENT TO HAND DRIVEN (NAILS. FASTENERS FOR PRESERV- ATIVELY �++�� 0 z3 TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, I= W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL I --- BE IN ACCORDANCE WITH ASTM A 153. F- O APA SHEATHING NOTE: W W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END Cn WITH (3) 1 Od TOENAILS. S � a FLOOR FRAMING NOTES w W 0 GENERAL NOTES Ujct� `I 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. W 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF W r LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z V 0 oaJ NAILING SCHEDULE &J FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0 M Q PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). CM NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0 _j Z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. V _j W �- Qom= NOTES: O 1-- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL a. 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 Q�"lDuvc JOB No. TM- 2152533 SCALE: AS INDICATED DATE: 06/28/16 9,10N I )� NOTES & CONNECT COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L.L.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. LEGEND 1/4"=11-011 S4.1 • ,, �. /tt� ✓� C',LLI °� �- U tti"s = NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF * �� Q CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ���//�iP�r1 ���� LL 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 U, 0 AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. rn CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 's. ii '� co THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION.i, N BUILDER NOTE: ri IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE,.. z TRUSS MANUFACTURERS LAYOUT "' "" a O ----CU STOP --- AND CALL THE ENGINEER OF RECORD PRIOR TO USII'`0 PLACEMENT OF ANY TRUSSES�,' NAILING SCHEDULE ROOFS: ate. 4 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 O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE Z SPACED NO MORE THAN 24" O.C. _U U W 8 GABLE ENDS: U W .3;,n ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. cW p rN AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q Q Z U) 0 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U' U c Z Z Z NN� EXTERIOR WALLS: O W a N g SEE WF10/SD4 FOR MORE INFO. 0 g,.,�, NAILS: v 0 a i�-'''S E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. W U IX6 . ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, qaeJ Q °' HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE LU U) Z O Ho EQUIVALENT TO HAND DRIVEN (NAILS. FASTENERS FOR PRESERV- ATIVELY �++�� 0 z3 TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, I= W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL I --- BE IN ACCORDANCE WITH ASTM A 153. F- O APA SHEATHING NOTE: W W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END Cn WITH (3) 1 Od TOENAILS. S � a FLOOR FRAMING NOTES w W 0 GENERAL NOTES Ujct� `I 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. W 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF W r LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z V 0 oaJ NAILING SCHEDULE &J FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION 0 M Q PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). CM NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 0 _j Z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. V _j W �- Qom= NOTES: O 1-- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL a. 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 Q�"lDuvc JOB No. TM- 2152533 SCALE: AS INDICATED DATE: 06/28/16 9,10N I )� NOTES & CONNECT COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L.L.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. LEGEND 1/4"=11-011 S4.1 WALL LEGEND 0 = 9'-4" T.O.M. -- = INTERIOR/EXTERIOR 0 BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. - - - -- EXTERIOR FRAME WALL z SCHEDULE ° (TAYLOR MORRISON) � WALLS WITH PLASTER OR STUCCO FINISHES — WALL HEIGHT STUD & SPECIES SPACING SPACING i L1' INTERIOR ZONE END ZONE W W 814" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX Q 0 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 1014" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX A o � EXTERIOR FRAME WALL NOTES Uj ADD STRAPS TO 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED F WALL 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" �A U j rn STRUCTURAL 1 O.S.B. & SHALL BE NAILED w/ (2) ROWS @ 3" O.C. @ �• M TOP PLATE & (2) ROWS @ 3" O.C. @ BOTTOM PLATE, 6" O.C. ALL 4��� 1111 ���'` � w i' OTHER EDGES AND 12" O.C. IN FIELD. BLOCKING SHALL BE PLACED �* ��i,, Y o 1+ 00 /*\ 00 O 0 0 0 0 0 0 00 -� z po 0 0 0 o O`1' @ ALL SHEATHING JOINTS. y _ 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE • , '� � � � � J H2x10 H2x8 H2x8 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF p SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN ,`...1 _ w7w-50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR Z J07 J07 •• « Q � REVIEW OF EXTERIOR STUDS �• >' O 3. IF WALL IS FRAMED WITH 2X6 STUDS OR LARGER, STUDS ARE TO BE ,, ��•,�« «•••�� ` U- J08 J08 4. SYP #2 STUDS MAY BE SUBSTITUTED FRAMING ED FORSPF #142 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO J09 J09 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. � p F A ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B y v R097 y SO C) R10 C I.. 0 00 1_X 2 R13 a - _-� R13 R13 Z --- R 13 � Q U' VIII J wrz t— _j = IIJ R13 0 D trio r^Ni Z � V_ III z` z 8PS ro R13 -- -- - Q�g f /"I - R12 Q Z Z z O a 5 9 >` LJL R11 r=�� ; JLL o I, III R10 R14 � W A A J09 - — R15 o r N `-' a r 0 � J08 R15 a III N W _ J J07 R16 Li W 0 H2x8 J13 R17 O`L o 0 0 0 0 0 00 J12 V 11 W r A R21 J07 j Z (� 0 ird 0 Z _j 14 J14 ,'Q A _ Q 00 OO jZ8 s� N U') LO LAOyip �Jm p W z w 0 0 ~ ~ aSTRUCTURAL ENG: CFG / BED— DRAFTING: U��AI"a b STRUCT: AML fT, 1 L QC CHECK: EA --------------- JOB No. _TM - 2152533 SCALE AS INDICATE_ _DROOF FRAMING PLAN DATE: 06/28/16 1/4"=11-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 _COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. CONTRACTOR TO — VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") AT CORNERS PRECAST "U" METAL LATH OR PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN STANDARD #5 psi CONC. PER LENGTH OVER COURSES HOOK BAR. LAP LINTEL PLAN. IF NO NOT REQ'D TO OTHER BARS INTO REBAR IS ° ' TYPI AL SHEAR WALL BE FILLED. CORNER AS REQ'D INDICATED IN 1 17/8 (SHEET METAL & 7 15 LINTEL, #5 TO BE `. d PAPER FELT LINTEL PER PLAN ° ` HOOKED INTO ° 3 PROHIBITED) 10" HOOK 24 #5 SIDE VERTICALS '. 113/4 25 33/4 7 °:' , • TRANSOM OPENING 33/4 81/16 14 . °d d' L 181/2 A �� ° #7 ' d '4Ar.. ° 4.° d A FRAME INFILL AROU� •. ° ' y dl °• d ROUGH OPENING PER PLAN 40 ° d a a' .. BAR SIZE BEND 0 LENGTH LAP SPLICE °. LENGTH LAP SPLICE ° . NO -SHEAR WALL AT OPENING "All ° ' TYPI AL SHEAR WALL SEGMENT e +'V 1 17/8 ° 4. 7 15 d e d • 4. d ' LINTEL PER PLAN ° ` 91/2 ° 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 °:' , • TRANSOM OPENING 33/4 81/16 14 I 41/2 L 181/2 36 #7 ' d 16 1/2 35 4.° 1913/16 FRAME INFILL AROU� •. ° ' y .d '; d ° e a ; ' • ' .. •. d dl °• d ROUGH OPENING PER PLAN 40 ° d TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" a GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ° . NO -SHEAR WALL AT OPENING "All ° ' TYPI AL SHEAR WALL SEGMENT e +'V 1 17/8 � d 7 15 d e d • 4. d ' LINTEL PER PLAN ° ` 91/2 ° 3 55/8 121/21 24 #5 31/8 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ° . NO -SHEAR WALL AT OPENING "All ° ' TYPI AL SHEAR WALL SEGMENT „D„ +'V 1 17/8 • • 1'.•+. l.1.1. 7 15 . d • 4. 91/4 ' LINTEL PER PLAN TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B" "C" „D" "All „B" 11C11 „D„ +'V 1 17/8 • • 1'.•+. l.1.1. 7 15 . 41/4 91/4 18 LINTEL PER PLAN 21/2 ` 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 °:' , • TRANSOM OPENING 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 j 51/4 1913/16 FRAME INFILL AROU� 42 ' WINDOW BY BUILDER '; �'' SEE FOUNDATION ; ' • ' .. SEE WF01/SD3 FOR / MORE INFO PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. • 4.t (2) 2X8 WOOD HEADER '- •`�-•--TURNED SIDEWAYS. FIRST PLY 2X8 TO - MASONRY WALL W/ DOOR OPENING '�., >,';' SIMPSON HUS26 HANGER @EA. END. W/ (6) 3/16' ° `' • 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY W/ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All "B" "C" „D" "All „B" 11C11 „D„ #3 1 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 j 51/4 1913/16 213/4 42 I U m L #3=2Y2 #4=2Y2 #5=2Y2 #6 = 3" #7=3Y2 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT C!d3nrs 01b7rdril\Enrilr7mriTil2d1\re� 13'-4" Ilk co ifl zo 16'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1' AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. -- — - - 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN, 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-4" 1006 1663/1349 5365/1999 7342 / 3123 10000/4249 -0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991 /991 2661/2143 5681 /2698 6472/3685 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS o 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. cm Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 0 SUPPLIER SPECS. MCD I5 NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 10 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18-0 0 211/0 750/0 1177/0 1676/0 c 18'-8" 0 142/0 598/0 1114/0 1468/0 1. f PRECAST LINTELS = 3500 PSL W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 1 110/0 450/0 1 824/0 1147/0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL 'm ���� �I�iUj rn co 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE •••• "''�V CL 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. '`� o� `: � ��, Uj 00 3'-0" 1230/1230 2769/2769 4085 /4085 2 �f p s, ., c� Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE w coJr.* J _ _ 4'-4" 846/833 2121/1716 3127/2839 '= Q 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / : y v0�.' cm U j Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED •�� Z 0 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ > ` •P; '� Ir 0 8RF6-1B/1T BOTTOM OF LINTEL CAVITY /� �, II Paa r 81-411 415 / 235 1152 / 1152 1694 / 1552 8F16-1B/1T / `� LL LL 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP I 1W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O 8F16-1B/1T NOMINAL WIDTH O 8RF14-OB/1T TYPE DESIGNATION, 0 CY) N 0 8F16-0B/1T 1-1/2" CLEAR''' o O 8F20-1B/1T ° Q �,� a m 0 OH _ #5 REBAR AT TOP MIN. (1) REQ'D a 8F20-0B/1T v -� Q Z C.M.U. 0 8RF22-1B/1T g GROUT O 8F24-1B/1T z ° #5 REBAR AT BOTTOM OF LINTEL CAVITY. O 8RF22-0B/1T �I` �I` BOTTOM REINFORCING PROVIDED 0 7-5/8" ACTUAL IN LINTEL (VARIES) z w Q O 8F24-0B/1T 8 NOMINAL WIDTH O 8RF30-1B/1T FILLED P 8F32-1 - B/1 T 1-1/2" CLEAR O � a O 8RF30-0B/1T _,LD QW O_ #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -0B/1T0 0 z T 8F38-1B/1T ;°s 2 Lu v, n L6 c Z O N M O 8F12 -1B/1T z �� 06 W z U) 45 0 iso +, Q 8F40 -OB/1T 6 1" BOTTOM REINFORCING PROVIDED S J z 5 0 7-5/8" ACTUAL IN LINTEL (VARIES) Cn W 8F8 -0B/1T 8 NOMINAL WIDTH ? Q g X UNFILLED J U)z x v a W QnE SAFE LOAD TABLE NOTES a:� 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z o LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL J O O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. I- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W_ -- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING W.. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. �? 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR'TWO #5 REBARS IN 8" LINTELS ONLY. S N 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF Q SUPPORT. > W 00 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. W 0 1, 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � W � Zoo- 0Z_j U) LLf 00 0 0 0 � oz WW UJI Q 0_ p F- 2 F- ��\LDI/UG STRUCTURAL ENG: CFG / BED :`� DRAFTING: -STRUCT: AML QC CHECK: EA JOB No. TM 2152533 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK SCALE: ASINDICATEu LINTEL PLANDATE: 06/28/16 D08 REBAR SPLICE DETAIL 1/8"=1'-0" SCALE: 3/4" = V-0" S5 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 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a �� 0 v TIE BEAM SPLICE TO a �1. BE MIN. 25" GROUT CONC. SLAB PER BE MIN. 25" GROUT CELL SOLID COVER TYP.; AT CELL SOLID MASONRY WALL . 2 -STORY COND. (3) #5 DENSITY MASONRY WALL SEE PLAN i� CLEAN COMPACTED14 SEE PLAN BARS REQ'D & FTG TO w CONCRETE SLAB PER BE 20" WIDE CONCRETE SLAB PER FOUNDATION PLAN - PENETRATION FOUNDATION PLAN > - 114 �' VARIES n a W SEE PLAN a' a ..�. W 4m ° CONC. SLAB PER J GRADE I° a d I a GRADE z_ j) w A Cr Ti a — ;— W 0D I I D i qad �. ° I 0 00 —I I I qad O �a�' d ' O D I (2) #5 BARS CONT.(2) #5 I _ = I BARS CONT. ' W/ 3 COVER TYP. I I II CLEAN COMPACTED 13I`' COVER ' CLEAN COMPACTED W/ 3" COVER TYP. 3' CUV R FILL @ 95% STANDARD FILL @ 95% STANDARD 1 4„ DENSITY Ilk1'-elk 4" DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0 % 3/4"=1'-011 OPT MASONRY CURB �•/ HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH w/ FOUNDATION WALL SCHEDULE 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE W Q IF BRG. WALL ABOVE - 0 v (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED 8 8 FILL @ 95% STANDARD CONC. SLAB PERj 2 1/4" FOUNDATION PLAN CONC. SLAB PER 1/2" J -BOLT W/ MIN. 6" COVER TYP.; AT `o 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY PAST DEEPEST STEP CLEAN COMPACTED14 BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL @ 95% STANDARD REQ'D BE 20" WIDE DENSITY PENETRATION O Z J >; MIN 4" W CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" IIIIIM FOUNDATION PLAN COVER TYP. loif 11-1/2" COVER TYP. z CONCRETE SLAB PER a FOUNDATION PLAN z w lo z ° a W w as d '..°. d ea a° e .4 o a a 4 a e. d -45 O 1 e q a ��0 I I III,�II=I I III I III I I e —I — - I -8-4 - - - — HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH w/ FOUNDATION WALL SCHEDULE 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE W Q BELOW 0 v (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED 8 8 FILL @ 95% STANDARD CONC. SLAB PERj 2 1/4" FOUNDATION PLAN CONC. SLAB PER COVER TYP.; AT FOUNDATION PLAN LU2xPT SILL PLATE 2x P.T. SILL PLATE IF ° d—° —I _ d — I — -I--I I -1 I I— 1 11—_� I I 11_- 1 p _L�d I I I-1 I I—_ _ 1=1 I = IEEI I =— I�— — (_ 1- I —' IDI —1 I I I I LSI I I I I II ; I' en LU16' 8" 8" `-- CLEAN COMPACTED \ FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 3" COVER TYP.; AT 2 -STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING 3/4"=1'-0" @ ELEV. 0'-0" w/ (1) #5 CONT. BAR VERIFY W/ DETAILS FOR REQ'D SLOPED GROUT TO STEEL AT 2 STORY LOCATIONS DRAIN OPTIONAL CURB BY BUILDER MIN. 24" BEFORE CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. IL GRADE w °F— _ _ WA _v/ o WLU QzoLU I I=1 I ISI I I. =1 I I °` 1= . + . °: ' _ — � � � • a (2) #5 BARS CONT. W/ 3 COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY II 1=1 I I--111=1 � ° �_ _ _ � � � ed ' e a — _ _ 4a ° ' I l i —I I D — I I IISI—I I I I I —- I I; 2 : I.ye—I-1-1; _I , J. III—III—III—I I 1=1 1-1' W ° _ :- - �_ J . �D D� ,III—III—I I' LU W °' d d a > I ( ( D (2) #5 CONT. w/ 311 (2) #5 CONT. w/ 3'� = 16" MIN. _ = COVER TYP. M COVER TYP. I —III—III—III—I (—I (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 1 3/411=1141 ® FILLED CELL PER PLAN - - -- - - - - -- --- -' - -' ------ew 411 GARAGE TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE 411 _.._-v_ co OR PAVERS V 00 CLEAN COMPACTED FILL@ 95% STANDARD DENSITY g" 3" COVER TYP. 8" x 8" THICKENED EDGE w/ (1) #5 CONT. THICKENED EDGE GARAGE DOOR AF1'9\FOOTING ENTRY MASONRY COLUMN THICK @@ NOT USED 3/4"=1'-0" 3/4"=1'-0" BEARING SLAB STEP DOWN F0 FOOTING AT INTERIOR BEARING 3/4"=V-0" -0 3/4"= 1 1-0 910 5%, W M 00 VERIFY W/ DETAILS FOR REQ'D dwy ry X = Z STEEL AT 2 STORY LOCATIONS w U w ; Q CU Uj MASONRY WALL f ` ♦ D q q °° M SEE PLAN'' ��••...,..• ' '� SLOPE CONIC. SLAB PER I (1) #5 FROM FTG. TO ��/PR m W �� ° FOUNDATION PLAN TIE BEAM MIN. 25 0 #5 CONT. 4 PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS elVd FOUNDATION PLAN a d e r'.: e` FOR QUANTITY �. 0 °�` THRESHOLD PER MFG aq N .I .b q "� #5 x 25" x 25" CORNER a d e e .. .A..a. r o - CO � M ° e o 4 a <' ' °. BAR, ONE FOR EA. w — _ ° ° r.� — _ — a '� 0 CN `a d. e HORIZONTAL v I= a° _ a d . Ia CONIC. SLAB PER w =1 _ 1� °I REBAR, TYP. U.N.O. — — • . a FOUNDATION PLAN I „ _ - o A, o e a .�,'� �.. �a�' L a . ° M I I I. E�iISIt, „�...,.. ... ID owl IF= d �• (2) #5 BARS CONT... 0.4 p �. a 4A It TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" SLOPE W/ 3 COVER TYP., @ 11-411 -- 0 2 -STORY CONDITION ° WIDE FOOTING a" 11 0 PER MFG (3 #5 BARS w/ 20" - SLOPE EXT. SURFACE �"� ; �� U OR GRADE 1/4 PER CLEAN COMPACTED FOOT AWAY FROM r� BUILDING FILL @ 95% STANDARD o � 0 �� 1 DENSITY ■�w ELASTOMERIC JOINT FILLER a EXTERIOR DOOR POURED SILL A—Fl- FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" J Z � V o w0 06 ��$•r �T Z z J O U) c .. F- O • Q U cc (4 wel ' F LJJ O C27 U) � a W W W 0 v (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED 8 8 FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED FILL @ 95% STANDARD COVER TYP.; AT COVER TYP.; AT `o 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY TOP (2) #5 x 4'-0"W PVC OR SCH40 SLEEVE CENTERED AT PIPE—\ CLEAN COMPACTED14 BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE DENSITY PENETRATION O Z J >; °W LU °.• ° �. IIIIIM 3/4"=1'-0" BEARING SLAB STEP DOWN F0 FOOTING AT INTERIOR BEARING 3/4"=V-0" -0 3/4"= 1 1-0 910 5%, W M 00 VERIFY W/ DETAILS FOR REQ'D dwy ry X = Z STEEL AT 2 STORY LOCATIONS w U w ; Q CU Uj MASONRY WALL f ` ♦ D q q °° M SEE PLAN'' ��••...,..• ' '� SLOPE CONIC. SLAB PER I (1) #5 FROM FTG. TO ��/PR m W �� ° FOUNDATION PLAN TIE BEAM MIN. 25 0 #5 CONT. 4 PER MFG SPLICE GROUT CELL REINFORCEMENT SEE SOLID PER PLANS elVd FOUNDATION PLAN a d e r'.: e` FOR QUANTITY �. 0 °�` THRESHOLD PER MFG aq N .I .b q "� #5 x 25" x 25" CORNER a d e e .. .A..a. r o - CO � M ° e o 4 a <' ' °. BAR, ONE FOR EA. w — _ ° ° r.� — _ — a '� 0 CN `a d. e HORIZONTAL v I= a° _ a d . Ia CONIC. SLAB PER w =1 _ 1� °I REBAR, TYP. U.N.O. — — • . a FOUNDATION PLAN I „ _ - o A, o e a .�,'� �.. �a�' L a . ° M I I I. E�iISIt, „�...,.. ... ID owl IF= d �• (2) #5 BARS CONT... 0.4 p �. a 4A It TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" SLOPE W/ 3 COVER TYP., @ 11-411 -- 0 2 -STORY CONDITION ° WIDE FOOTING a" 11 0 PER MFG (3 #5 BARS w/ 20" - SLOPE EXT. SURFACE �"� ; �� U OR GRADE 1/4 PER CLEAN COMPACTED FOOT AWAY FROM r� BUILDING FILL @ 95% STANDARD o � 0 �� 1 DENSITY ■�w ELASTOMERIC JOINT FILLER a EXTERIOR DOOR POURED SILL A—Fl- FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" J Z � V o w0 06 ��$•r �T Z z J O U) c .. F- O • Q U cc (4 wel ' F LJJ O C27 U) � a W W W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 0 FINISH PER ELEV. CENTERED AT PIPE00 CONC. SLAB PER I _� I --I _� I �_ I O M 1 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION — (— �' N FINISH FLOOR ELEV. FINISH FLOOR —= 4 PENETRATING — __ ° (-I I= U J Q Lr PIPE PENETRATING PIPE = I I I (=III= = 1- '- Q — . s°. , 'GRADE ° . Q = _■` ° .. — PLAN F44 0 OR — +' LOOP TIE (TYP.) q I= = I =1 d _ I—_— SIZE &REINF. r PIPE PERPENDICULAR TO FND - — CO.° _ — — — PVC SLEEVE MIN. ' _ _ =I — FOOTING PER PLAN z * .•. I = — — I _ I i 2) #5 x 4'-0" PVC OR SCH40 SLEEVE ___.. — •— TOP — — — STRUCTURAL ENG: CFG /BED DIAMETER TO BE 2 —III—III—III- I I — I ( — I I I _ I PENETRATION CENTERED AT PIPE CLEAN COMPACTED I DRAFTING: PIPE SIZES LARGER FOOTING PER PLAN FILL @ 95% STANDARD _I I — — SEE FDNIPLAN 1=1— I—) I I STRUCT: AML THAN THE SIDE VIEW DENSITY 1 I=III= FOR SIZE . PENETRATING PIPE ( ) � - 4 NC QC CHECK EA PVC SLEEVE —I I _ & REINF. (- =1 I I _...... TM -2152533 (FRONT VIEW) .+ JOB No. BOO ;III=III I I I Pt4� , SCALE: AS INDICATED PIPE VERTICAL THRU FDN ° a — I I' GE.PA\ \' DATE. 06/28/16 ° =III -1 �ID►= _ =I—�1 9 2. TYPICAL FOUNDATION PENETRATIONS I L__I I I_ NOT USED SD1 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. TOP (2) #5 x 4'-0"W PVC OR SCH40 SLEEVE CENTERED AT PIPE—\ r = 0 Z PENETRATION O Z J °W Q °.• ° �. IIIIIM 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE 0 FINISH PER ELEV. CENTERED AT PIPE00 CONC. SLAB PER I _� I --I _� I �_ I O M 1 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION — (— �' N FINISH FLOOR ELEV. FINISH FLOOR —= 4 PENETRATING — __ ° (-I I= U J Q Lr PIPE PENETRATING PIPE = I I I (=III= = 1- '- Q — . s°. , 'GRADE ° . Q = _■` ° .. — PLAN F44 0 OR — +' LOOP TIE (TYP.) q I= = I =1 d _ I—_— SIZE &REINF. r PIPE PERPENDICULAR TO FND - — CO.° _ — — — PVC SLEEVE MIN. ' _ _ =I — FOOTING PER PLAN z * .•. I = — — I _ I i 2) #5 x 4'-0" PVC OR SCH40 SLEEVE ___.. — •— TOP — — — STRUCTURAL ENG: CFG /BED DIAMETER TO BE 2 —III—III—III- I I — I ( — I I I _ I PENETRATION CENTERED AT PIPE CLEAN COMPACTED I DRAFTING: PIPE SIZES LARGER FOOTING PER PLAN FILL @ 95% STANDARD _I I — — SEE FDNIPLAN 1=1— I—) I I STRUCT: AML THAN THE SIDE VIEW DENSITY 1 I=III= FOR SIZE . PENETRATING PIPE ( ) � - 4 NC QC CHECK EA PVC SLEEVE —I I _ & REINF. (- =1 I I _...... TM -2152533 (FRONT VIEW) .+ JOB No. BOO ;III=III I I I Pt4� , SCALE: AS INDICATED PIPE VERTICAL THRU FDN ° a — I I' GE.PA\ \' DATE. 06/28/16 ° =III -1 �ID►= _ =I—�1 9 2. TYPICAL FOUNDATION PENETRATIONS I L__I I I_ NOT USED SD1 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. � •,� iY�,�. rr ter: ,� 'ii. � ,' cn d W d N 11 . '. jI d + in j z ail 11 ENTIRE COLUMN TO a BE GROUT FILLED w 1.114 U.N.O. a PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL F c 1) #5 VERTICAL IN f 'ROUT FILLED CELL (IF 2EQ'D PER PLAN) F c 40TE: SEE MD08 ON INTEL PLAN FOR \DDIT'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 GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ..; ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIJ• ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS . AND SP1 CLIP, BASE ARE REC 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. PF�lKNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6xl2 P.T. CENTER SEE PLAN FO BUCK FRAMING INF( 3/8" DIA. ANCHOR CENTERED STRUCTURAL THREADED RC STRUCTURAL PLAN / BEARIN SHEATHING ON BOTH SCHEDULE. 01i REQUIRED WH 716" OSB W/ (2) 8d INDICATED ON GARAGE WALL SCHEDULE. MI' BEYOND FROM END OF WALL TO BOTTOM OF MASONRY WAL 24 P.T. BUCK EACH WALL TO BOTTOM OF SIDE OF OPENING BLOCKING PE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ V/ 6d NAILS @ 16" O.C. 5-1/2" EMBED. AT EA. 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, REST EQ.SPACED —24" O.C.) DT RACE DI A' 1/2"= 1 '-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BIi TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU �— HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BIi TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix 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 CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 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 t i NOTES FRAME OUT TO BLOCK EDGE AS 1i 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE ---� x4 SPF CONT. AL MIN. 2x4 SPF #2 KNEE --' WALL WITH STUDS @ 16" O.C. W/ 2 2x #2 SYP SEE PLAN O MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ ILOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SHEATHING ON BOTH 716" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF 716" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE •0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS Ix BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO 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 (3) 10d NAILS TYPICAL COMPANY AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN — CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0" MIN. 24" MAX 48" 3/4"=1'-0" 12 SEE PLAN 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 ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 n X " n 2x8 3/16" x 3" 12" O.C. 2 FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM 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. MANIi SPECS 4z 0 U M /— SHEATHING PER PLAN STRUCTURAL ""' �,�`;w ` •••• � Lu 00 TYP. TRUSS TO FRAME SHEATHING �"�,•� Q'rj� �+ ��, c> _j zC"i° CONNECTION PER TYP. TRUSS TO FRAME , 'ay Q U STD. CONNECTOR CONNECTION PER L •U .-� �+-s �' NOTES STD. CONNECTOR - p•J� w FRAME OUT TO BLOCK NOTES ,J'�.,� `� ` Z EDGE AS REQ'D FRAME OUT TO BLOCK i '"'Itd�'•..0N '., 0•••• O EDGE ''/ * (>F�'�� --� fill III (2) 2x TOP PLATE 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN � O (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE (ONLY FOR BEAM SIZE IF OPENING PROVIDED I, END I PER PLAN) MIN. 2x4 SPF #2 KNEE ' a 2x PT BOTTOM WALL w/ STUDS @ 16" PLATE O.C. w/ STRUCTURAL o SHEATHING FROM r 0 PRECAST LINTEL OR TOP OF WALL TO BOTTOM OF WALL. a�j �co KNOCK OUT COURSE . • ATTACHED PER { NAILING SCHEDULEami MASONRY WALL OTHERWISE SP2 CLIPS o U AT TOP AND SP1 CLIPS KNEEWALL AT UPSET BEAM --------- A/C UNIT AND PAN y BY SUPPLIER MIN. 24" i I MAX 48" I —====____ —I BLOCKING UNDER A/C SUPPORTS BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END :. AT BASE ARE REQ'D c 0 Q a KNEEWALL OVER MASONRY WALL 3/4"=1'-0,, V, J z o Q fn 3rz8t s� 06 Ogg s 0 Z 1 Z PRE-ENG.TRUSS PER Z v Z PLAN, 24 O.C. MAX 0 < ROOFING MATERIALU ' t t tlj PER ARCHS W H I- - SEE FRAMING PLAN J Z FOR CONNECTION I— W O INFO I— r n SEE ELEVATION I— �, TOP OF MASONRY W LV SEE ARCH PLANS FOR � _ OVERHANGINFO RE. ELEV. Q FOR O.H. TYP. SINGLE TIE -BEAM Uj W/ (1) #5 CONT. J GROUT SOLID W p CI O 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. W CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > W LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN _ ~ B I FOR TRAP F TOP OF CHIMNEY MIN. ROOF SHEATHING O S &FRAME Z V J 2-0 ABOVE A POINT O Z n - GALVANIZED FLASHING a w S G Vi WITHIN 10 0 OF THE I a O CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF52 EXT. SHEATHING PRECAST CONC. OR PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p 4 (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL 00 O 1 OD TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS O M 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ti DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C.m \ 2x4 VERTICAL @ 24" — 2x4 FRAMED CRICKET � II 'd EXT FINISH PER PLAN W/ GALVANIZED I-- Q W Z O I >. 0 O _.._r. E O.C. MAX. w/ (4) 10d W J ,.., FLASHING PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW i� NAILS TO BOTTOM + + - + -} F 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) D; NAILS + K TO TOP CHORD; NOTE FI , �I— O FRAMING DETAIL � - M MAIN FLOOR � O FR G 4 IF WALL HEIGHT IS (4) 16d COMMONS DOUBLE TOP PLATE g ELEV 0'-0" , 1 BETWEEN 4FT & 8FT, + + NAILED @ EACH END O USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND l SEE FOUNDATION •� + y `u — — STRUCTURAL ENG: CFG / BED OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO — � I I-- H C 16d COMMONS END—� I DRAFTING: RAFTER + + NAILED TO VERTICAL 2x4 BLOCKING W/ (2) + 11- MASONRY WALL PER STRUCT: AML COMMON TRUSS PER PLAN OR CONY. FRAMING w/ 16d COMMONS END 2x4's - -.-- J STRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL PLAN QC CHECK: EA OSEE FOUNDATION ___ __.- -- -- �\LC)!N JOB No FINISH PER ARCHSFIN 1 ,' G 2x4's + + DETAILS FOR FTG INFO TM - 2152533 e� �> CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN SCALE AS INDICATED .- _.. __.._. -ATE: 06/28/16 .. K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING SAI,ia= ORD NAILED @ 6" O.C. STAGGERED y NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DE"T"AIL SO TYPICAL ONE STORY CMU L SECTION „_ ,_ „ NOTE: ROOF SHEATHIING MUSTBE APPLIED AND FASTENED TO BASE 3/4"=1'-0" D 2 1/4 1 0 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4"=1"-0" #16- 192 COPYRIGHT MCD 2014: The information contained in this d©current 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 & bESIGN, OF WMR &ASSOCIATES, 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 I DIAGONAL PLATE SIMPSON HGA10 @ 48" H O.C. UP TO 4'-8" BRACE TO PLATE NOTE: ALL GABLE (1) 2x4 BRACE BRACING IS TO BE (2) 2x4 BRACE (SEE SECTION A -A) SHEATHING NOT REQ'D SYP#2 OR BETTER 14'-0" < H61 8'-8" TO BE CONT. @ THE TRUSS WITH (3) 12d TOENAILS. O.H. SIZE 1/2" J -BOLTS w/ TRANSITION FROM EACH END.AT 24" O.C. ROOF SHEATHING WALL TO GABLE WASHERS (MIN. 7 TRUSS CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS DOUBLE 2x TOP PLATE FASTEN SIDE WALL 2x4 SYP #2 BRACING @ END NAILS @ EA. H2.5 CLIP. MAX 2'-0" O.H. SHEATHING PER PLAN. z NAILS INTO TOP PLATE OUTLOOKER (5) 16d NAILS BRACE TO BLOCKING --- SIMPSON H2.5(TYP.) EXT. SHEATHING; SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. O �P ATTACH PER PLAN ATTACHMENT w/ (3) 10d @ EACH END FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO ***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 END NAILS EA. END VARIES I 1 RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" LU C7 o: 2'-0" MAX. 1'-9" MAX. H � UP TO 4'-8" BRACE TO PLATE TRUSS BOT. CHORD (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" 3 1/4" HOLD TRUSS WITH (3) 12d TOENAILS. O.H. SIZE 1/2" J -BOLTS w/ Q EACH END.AT 24" O.C. ROOF SHEATHING PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7 TO STUD) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ END NAILS @ EA. H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF z NAILS INTO TOP PLATE OUTLOOKER EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w --- SIMPSON H2.5(TYP.) BAY REQ'D w/ SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. O MAX. ATTACHMENT w/ (3) 10d @ EACH END = STRONGBACK, SEE BLOCKS w/8d NAILS SEE ELEV. FOR z TOENAILS EA. END DOUBLE TOP PLATE J TRUSS PER PLAN PROVIDE 16d NAILS CHARTWITH @ 6" O.C. O.H. SIZE _ � GABLE END TRUSS TO 11_ REQ'D. MIN (1) JACK & Q C-0 2x TOP PLATE TO CONNECT TO DROP "- PLT.@12" O.C. MAX. .e = v GABLE END W/ 16d II (1) KING STUD w/ SIMPS. TRUSS PER PLAN SEE CHART GABLE WITH H2.5 CLIP. o< co O NAILS @ 6" O.C. -41 FRAMING FOR FALSE i_ L ATTACH PER PLAN LSTA18 HEADER TO CMU WALL OR LINTEL a = BEAM, IF REQ'D w/ (3) L a MAX 2'-0" O.H. BELOW STUDS TYP. BASE " . HGAI OKT @ 32" O.C. 10d NAILS @ EA. TRUSS LU TO BOTTOM _ BRACE W TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN #5 CONT. SINGLE BASE & TOP Q 16" O.C. PLATE w/ PLYWOOD FALSE BM PER PLAN �'� DTC CLIP, (2) 8d NAILSMASONRY SHEATHING COVERING IF REQ'D O.C. AND 6" FROM EA. CMU WALL CONNECTION CLEAR SPAN CONNECTION STRONGBACK IF REQ'D ***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 END NAILS EA. END VARIES I 1 RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" LU C7 o: 2'-0" MAX. 1'-9" MAX. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H � UP TO 4'-8" NO BRACE REQUIRED JQ' 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < 1-16 T-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR 2x4 BLOCKS, (2) 16d NAILS @ EA. END. W Q FOR NAILING 2x4 BLOCKING (2) 12d �— (2)16d NAILS PLT. TO TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF z NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- SIMPSON H2.5(TYP.) BAY REQ'D w/ SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. O HOLD WALL 3-1/2" @ EACH END STRONGBACK, SEE BLOCKS w/8d NAILS SEE ELEV. FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) ' CHARTWITH @ 6" O.C. O.H. SIZE "--- HEADER PER PLAN IF NAILS @ EACH WEB 11_ REQ'D. MIN (1) JACK & SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING 3/4"=1'-0" 45° 0 CONT. 2x4 FOR NAILING 2x4 BLOCKING (2) 12d �— (2)16d NAILS PLT. TO NAILS, TOENAILED @ WHERE O.H. IS > V-0", STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) 2x4 DIAGONAL BRACE DROP END GABLE w/ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- SIMPSON H2.5(TYP.) BAY REQ'D w/ O.C. TO RUN BACK TO O HOLD WALL 3-1/2" @ EACH END STRONGBACK, SEE 1ST COMMON TRUSS DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) ' CHARTWITH (3) 12d TOENAILS. "--- HEADER PER PLAN IF NAILS @ EACH WEB 11_ REQ'D. MIN (1) JACK & GABLE BRACING (+) CONNECT TO DROP EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN SEE CHART GABLE WITH H2.5 CLIP. g ATTACH PER PLAN LSTA18 HEADER TO a MAX 2'-0" O.H. � STUDS TYP. BASE LU TO BOTTOM _ W 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN ,. Q 16" O.C. -- 1/2" x 8" J -BOLT @ 32" �'� DTC CLIP, (2) 8d NAILSMASONRY O.C. AND 6" FROM EA. INTO BLOCKING, (2) STRONGBACK IF REQ'D r— CONT. 2x4 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ." p' IN CMU. OR SIMPSON PER CHART IS ANCHOR BOLT OR ,,�-- SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN (5) 16d NAILS BRACE 2x4'S @ 24" O.C. NDCMU SEE WALLSPLICE DETAIL WALL SP STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING TO BLOCKING z: A GABLE END PROVIDE 2x4 BRACE SHEATHING FASTEN p GABLE END TO EA. ADJ. DIAG. PER PLAN SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D LU PER PLAN. 16d NAILS, PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 12d �— (2)16d NAILS PLT. TO NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- 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 W/ (2) ' "--- HEADER PER PLAN IF NAILS @ EACH WEB 11_ REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO a FROM TOP OF WALL STUDS TYP. BASE LU TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT �— SHEATHING PER PLAN ,. 16" O.C. -- 1/2" x 8" J -BOLT @ 32" �'� DTC CLIP, (2) 8d NAILSMASONRY O.C. AND 6" FROM EA. INTO BLOCKING, (2) WALL OR-----'`� 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ." p' IN CMU. OR SIMPSON .: ANCHOR BOLT OR ,,�-- SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END NDCMU SEE WALLSPLICE DETAIL WALL SP STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING �--- 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF �— WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) �— 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW �— FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. I TRUSS PER PLAN 'lPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP 1TE USS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON �— 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. W/ (2) 12d lily END NAILS @ EACH END. WALL SHEATHING PER • _a. LAY 2x4 BLOCKING ~� OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ". ATTACH W/ (2) 1 Od NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG. TO BLOCKING A ````%\%j%IIfflllq �,' Uoo M a� 4 00 GABLE BRACING @ 48" PROVIDE 2x BLOCKING t Z � -L Z O.C. MAX. 45° FROM FOR NAILING V * p U HORIZONTAL (+/- 10°) �"� ,� �• U j Q BRACE NOT REQUIRED 0'•. k.• ., ` Z 6' FROM EAVES. +.���� X400 Q TRUSS PER PLAN SEE PLAN FORtj SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS U 0 @ 48" O.C. FOR FIRST 3 y BAYS SEE GABLE WALL PER PLAN R"''pf CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE o CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** ��, a x O z GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER ORCONY. FRAME OR W si g HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER o O n SEE HEADER CANTILEVER PLAN .6 SCHEDULE & NOTES W 0 1 FOR ADDT'L INFO. 0 Z SIMPSON LSTA12 OR SP4 CONNECTORS @ J 24"o.c. IF HEADER WITH GABLE TRUSS ...,.I UPLIFT SPAN 4'-6" OR Z MORE. EXT. SHEATHING; O ATTACH PER NAILING .�"� U 2x DOWNFRAME TO SCHED. r W DOOR AS REQ'D (2) 16d NAILS TO EA. v W Z Z big g COMMON TRUSS --J L SIMPSON META16 @ W V 32" O.C. GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT TRUSS EA. SIDE OF HEADER WOOD WALL .0 (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR r� PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN Q ONLY REQ'D @ BRG FOR WOOD OR > WALL W/ UPLIFT MASONRY W (GE�OGABLE END AT VALLEY FRAMING W o 3/4"=1'-0" 0 LLJ HEADER STUDS PER E-- 11 HEADER SCHEDULE W U.N.O. ON PLANS = H 0Z -J Ld ATTACH JAMB STUDS `�'� PER WF08/SD4O M Q 1 d �Z' 04 O J Z 9 UJ W W P.T BASE PLATE 9 0 O F— ac— H NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN STRUCTURAL ENG: CFG /BED --T UR N - -- ATTACH ADDIT'L KINGS AS DRAFTING REQ'D. SEE SCHED. FOR ��>��D1NC NUMBER OF KING AND JACK STRUCT: AML STUDS REQ'D. S/+;aNF0P,,D QC CHECK: EA W", JOB No. TM - 2152533 SCALE: AS INDICATED 1 3 DATE: 06/28/16 TYPICAL HEADER DETAIL NOT USED 1/2"=11-011 3/4"=1'-0" 1/2"=V-01' Lj 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. NOTE: PIPE OR DUCT W! PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. LEAST 8'-0" LONG. TYP. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN • NAILS TYP. TOP & BOT. + + DOUBLE 10d @ 3" O.C. - DOUBLE 2x4 TOP PLATE - PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & TOP PLATE ATTACH W/ ATTACH PER NAILING (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1 O NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 2 1/2" EDGE IIIT _TI_ 71— FIII II II I CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN .DETAIL OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS III O II I II II II SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SEE TOP SPLICE (2) 1/4" X 4'/" SIMPS.-7 I I I II I LAP BEAM PLYS AND ¢ o III NAIL PER PLAN II I II II II NAILS PER PLY o= 0 2x4 #2 SPF BLOCKING @ 24" O.C. I I I II I p DOUBLE TOP PLATE 2 1/2" Z 0 �2 MORE INFO & -JL --IL ----- --------- TO MASONRY w/ 2x4 PT o z LU 1 1/2" p w w N 21/411 EACH END PLAN DESIGNED FOR 48" 12d NAILS @ EACH END 5/8" THREADED ROD w/ N - +' CUT TO FIT 2x BOTTOM PLATE 2x4 48"M� BEYOND AGAINST M �/)! OPENING SIZE 1 11 BEYOND SEE PLAN N � N SHEATHING DIAGRAM 2x8 N STUDS 2x8 #2 SPF VERTICAL 3/4"=1'-0" N 10d x 3" COMMON 2x12 w/ 1 Od X 3" NAILS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d @ 24" O.C. w/ EXT. OVERLAP TOP PLATE 1 Od x 3" COMMON OPP. (22) 1 Od NAILS (ALL z @ 6" O.C. 2x12 AT NAILS ((2) ON EA. SIDE) BLOCKING @ 24" O.C. AT CORNER SIDE CORNER CONDITIONS z z A NAILING SCHEDULE & TYP. AT ALL EXTERIOR SPACING EXTERIOR SHEATHING STRAP AROUND z QQ '+ i (4) 12d NAILS EACH ATTACH 2x STUDS TO CONDITIONS NAIL PER PLAN NAIL BOTTOM PLATE w � z I I CO I I � TOP TOP PLATE W/ (4) 16d TO CORNER STUD TRUSS w/ (4) 12d NAILS ¢ xXX- ao NAILS ((2) ON EA. SIDE) 2x8 STUDS PER INTO TRUSS & 3 12d � PACK w/ (4) 10d NAILS a. TYP. AT ALL EXTERIOR FRAMING PLAN TRANSOM BETWEEN SEE WALL CLIP DETAIL . SPACING. MIND 2x 00 00 10d x 3" COMMON i i LINTELS CONDITIONS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D OPP. SIDE SLOPE AS REQ'D LINTEL PER PLAN TOP SPLICE 2x6 #2 SYP P.T. CONT. A ., 2x BLOCKING BOTTOM SPLICE OVER STUD w/ (2) 1/4" x 3 1/2" TOP: PLATE CORNER TRANSITION . ,. w/ (2) 1/4" x 3 1/2" (2) 2x4's (2) 2x6's (2) 2x8 s ' DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x COLUMN SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY FO TYPICAL TOP PLATE SPLICE @ BRG. WALL 2x BRG WALL, SEEPRE-ENG. ROOF AFOkTYPICAL BUILT-UP STUD COLUMN DETAIL 3/4"=1'-0" PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 1-1/2"=V_011 2x8 w/ (2) 1 O NAILS @ 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING STAGGERED @ 8" O.C. SHEATHING PER PLAN POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS BEYOND TzA INSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d NAILS @ 3" O.C. 3/8 ATTACHMENT BY U.N.O. CONNECTION BUILDER 0 z BUILDER SECTION 0 DOUBLE BEARING F1 STEP � BEARING FRAME WALL /1'5011 HEADER (@ POCKET SLIDER w/ TRANSOM SO2 HEADER � POCKET SLIDER w/ TRANSOM I -��-- L.r=��=�- I� U O � ZO WZ� NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" A' = NAIL SPACING oI o� Sc 01"s II 6 I I II II II p ¢ O C NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS �k< �RL9peT0 �^' ROOF SHEATHING, 2I �C',geT FN�Tp 1111 11 11-7a i- cn z O F @ 3" O.C. 1/2" A 1 /2„ G T Ty ,�� FASTEN PER PLAN TR 11--_L1— -_--_----- d.U)Z� OFoS YO IN9 III III III II II I WALL SHEATHING of 0 w ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. — — o C o ti y III I (I I I I I I SPLICE, SEE SPLICE = O5 U.N.O.ON PLANS STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" . 2x4 FRAMING @ 24" DETAIL. MAX 1/8" III OPENING III I I II II 4 SPACE BETWEEN w w w I- COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS O.C. MAX. III III I I PANELS _ 6 > PLYWOOD SPLICES HEADER - NAIL SHEATHING TO @ @ 4" O.C. PROVIDE (4)1 Od x3" III 3 I I I I I I I _j Of HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT III TYP. III I I I I I I U_ p BOTTOM STUD PER PLAN 2x SCAB w/ 1 Od NAILS III AROUND III I I I I I I III OPENING III II II II 2x STUDS BEYOND, SEE PLAN FOR MORE Q "- O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END SHEATHING SPLICE, BETWEEN EXTERIOR TRUSS CONNECTION @ 4" O.C. PER -ENG TRUSSES O INFO I- Z f- O SHEATHING & PER PLAN IIIT _TI_ 71— FIII II II I CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN w OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS III O II I II II II SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SEE ROOF SHEATHING, (2) 1/4" X 4'/" SIMPS.-7 I I I II I LAP BEAM PLYS AND ¢ o III NAIL PER PLAN II I II II II NAILS PER PLY o= 0 2x4 #2 SPF BLOCKING @ 24" O.C. I I I II I I ILL_JU__1L®®IL_ DOUBLE TOP PLATE 0 _j (0 0 �2 MORE INFO & -JL --IL ----- --------- TO MASONRY w/ 2x4 PT o 2x BLOCKING W/ (2) (2) 2x TOP PLATE FLOOR SYSTEM CONNECTION EACH END PLAN DESIGNED FOR @ EACH STUD 12d NAILS @ EACH END 5/8" THREADED ROD w/ ' o' +' CUT TO FIT 2x BOTTOM PLATE SEE FOUNDATION PLAN FOR ADDITIONAL OPENING SIZE 1 11 BEYOND SEE PLAN SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE 2x8 #2 SPF VERTICAL 3/4"=1'-0" SIMPSON LSTA30 W/ (D z U a U) K -j BLOCKING GYPSUM WALLBOARD 2x FASCIA PER PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION JOINT, MAX. 1/8" GAP LEDGER PER PLAN 2x4 PT LEDGER W/ NAILING PER 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER SCHEDULE O.C. PLAN 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FLATWISE (2) 16d O.H. SIZE O.H. SIS NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z' SIMPS. SD, SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON H3 CLIP CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN C OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS BEAM INTO LONG SPAN AS INDICATED ON BEAM O SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SEE ROOF SHEATHING, (2) 1/4" X 4'/" SIMPS.-7 EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND N MEMBERS ONLY PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. NAILS PER PLY SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF BLOCKING @ 24" O.C. 4'-0" MAX. EXT. BEAM PER PLAN DOUBLE TOP PLATE O POST TO BEAM MORE INFO & MORE INFO & w/ (2) 16d END NAILS TO MASONRY w/ 2x4 PT PT POST PER PLAN SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END PLAN DESIGNED FOR @ EACH STUD 12d NAILS @ EACH END 5/8" THREADED ROD w/ ' o' +' XX -- xTOP SEE FOUNDATION PLAN FOR ADDITIONAL 2x12 BOX HDR w/ 2x8's INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 1 Od X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 1 Od NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST A NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF '+ i (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) w � 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1 O NAILS @ xXX- 2x BRG WALL, SEE i STAGGERED INTO TRUSS & 3 12d TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL . SPACING. MIND 2x SEE FLOOR PLAN FOR i i LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ., 2x BLOCKING w/ (2) 1/4" x 3 1/2" . ,. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEEPRE-ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER SECTION 0 DOUBLE BEARING F1 STEP � BEARING FRAME WALL /1'5011 HEADER (@ POCKET SLIDER w/ TRANSOM SO2 HEADER � POCKET SLIDER w/ TRANSOM /F'SU�\ HEADER Cad POCKET SLIDER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z' SIMPS. SD, SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON H3 CLIP CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN C SHEATHING PER PLAN BEAM INTO LONG SPAN AS INDICATED ON BEAM O SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN CL STRAP IS NOT REQUIRED. (2) 1/4" X 4'/" SIMPS.-7 EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND N MEMBERS ONLY NAIL AS SHOWN (5) 10d 00 NAILS PER PLY w/ (2) 1/4" X 3'h" SIMPS. 4'-0" MAX. EXT. BEAM PER PLAN HTS20 CLIP FROM O POST TO BEAM O.C. MAX.; PLAN VIEW @ TOP OF POST COMMUNITY SPECS TO MASONRY w/ 2x4 PT PT POST PER PLAN SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED ABU POST BASE PER ROOF TRUSSES @ 24" O.C. O.C. MAX. PLAN DESIGNED FOR c SHINGLE ONLY 5/8" THREADED ROD w/ ' o' NUT SET IN ADHESIVE SEE FOUNDATION PLAN FOR ADDITIONAL _U� 9 INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z' SIMPS. SD, SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al 12 12" O.C. SEE PLAN SIMPSON H3 CLIP C SHEATHING PER PLAN 2x4 SYP #2 LEDGER. O TO STUDS OR BEAM W/ CL (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS.-7 CONY. FRAMED SDS SCREWS @ 16" N MEMBERS ONLY O.C. MAX.; 00 TO GABLE END STUDS w/ (2) 1/4" X 3'h" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" O FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY rSD01 TYPICAL SHED ROOF DETAIL 1/2"= 1 1-01, 1/2"=1'-0„ OUTSIDE (?) 2x4's EDGE DISTANCE u PER ,7 or L 10dx3" C 0 O z CL pq Ixi a N v� 00 EDGE DISTANCE u PER ,7 or L 10dx3" CL DISTANCE PER 0 DETAIL INSIDE PLY NAILS NAILED AT 8" O/C cti W STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's' (3+) 2x COLUMN 011IU1111111 =w d w Z ROOF SHEATHING, S ouQ Q U FASTEN PER PLAN ROOF SHEATHING • v.• �f, k°• w Q FASTEN PER PLAN �� °' j°�F �` -p Q 9 `♦ 'Iffy 1111 `,�♦ 2x4 FRAMING @ 24" O.C. MAX. 2x4 #2 SYP CONT. w/ (2) PROVIDE (4) 1 O x 3" 16d COMMON NAILS NAILS AT JOINT EA. STUD OR TRUSS U p MEMBER, TYP. (MAX. rn �., C� 24" O.C.). IF MASONRY, P CO USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ v F -1j o 2x FASCIA 24" O.C. ,4 0 (2) 8d TOE NAILS era" ` z TO LEDGER TRUSS PER PLAN o O 2x4 LEDGER W/ (2) 16d `�- NAILS @ 16" O.C.U U ".,. OR WOOD/MASONRY WALL OR TRUSS, SEE WALL PLAN (TRUSS SHOWN) D02 LEDGER @ LOW ROOF 1-1/2"=1'4" .j (D W:jIt8t z 0 255 W0 Q Z J J � v SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF < Z- Z MORE INFO & + + ROOF SHEATHING 0 <� CONNECTIONCr •, WW i Z z 611 2x8 #2 SPF VERTICAL O 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. SHEATHING PER rn SHEATHING PER NAILING SCHEDULE & W V NAILING SCHEDULE & (4) 12d NAILS EACH W (4) 12d NAILS EACH TRUSS MEMBER (TOP TRUSS MEMBER AND BOTTOM CHORDS C -1P _ ALONG W/ WEBBING) 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL Q ATTACHMENT BY > BUILDER W SO4 HEADER @ POCKET SLIDER Iw o n 1/2"=1'-0" 1/2"=1'-0" UJI Lu zvo 0Z U) < Uj Y00 0 1 0 M 0 � �JZ (.� O Uj p LL. g 0 _ o �X STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AML QC CHECK: EA JOB No. TM -2152533 SCALE: AS INDICATED DATE: 06/28/16 FnAIZ�N� 1b"�923 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 I' i O CL pq Ixi N U W 10d x 3" OPP. SIDE O z CL DISTANCE PER 0 DETAIL INSIDE PLY NAILS NAILED AT 8" O/C cti W STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's' (3+) 2x COLUMN 011IU1111111 =w d w Z ROOF SHEATHING, S ouQ Q U FASTEN PER PLAN ROOF SHEATHING • v.• �f, k°• w Q FASTEN PER PLAN �� °' j°�F �` -p Q 9 `♦ 'Iffy 1111 `,�♦ 2x4 FRAMING @ 24" O.C. MAX. 2x4 #2 SYP CONT. w/ (2) PROVIDE (4) 1 O x 3" 16d COMMON NAILS NAILS AT JOINT EA. STUD OR TRUSS U p MEMBER, TYP. (MAX. rn �., C� 24" O.C.). IF MASONRY, P CO USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ v F -1j o 2x FASCIA 24" O.C. ,4 0 (2) 8d TOE NAILS era" ` z TO LEDGER TRUSS PER PLAN o O 2x4 LEDGER W/ (2) 16d `�- NAILS @ 16" O.C.U U ".,. OR WOOD/MASONRY WALL OR TRUSS, SEE WALL PLAN (TRUSS SHOWN) D02 LEDGER @ LOW ROOF 1-1/2"=1'4" .j (D W:jIt8t z 0 255 W0 Q Z J J � v SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF < Z- Z MORE INFO & + + ROOF SHEATHING 0 <� CONNECTIONCr •, WW i Z z 611 2x8 #2 SPF VERTICAL O 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. SHEATHING PER rn SHEATHING PER NAILING SCHEDULE & W V NAILING SCHEDULE & (4) 12d NAILS EACH W (4) 12d NAILS EACH TRUSS MEMBER (TOP TRUSS MEMBER AND BOTTOM CHORDS C -1P _ ALONG W/ WEBBING) 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL Q ATTACHMENT BY > BUILDER W SO4 HEADER @ POCKET SLIDER Iw o n 1/2"=1'-0" 1/2"=1'-0" UJI Lu zvo 0Z U) < Uj Y00 0 1 0 M 0 � �JZ (.� O Uj p LL. g 0 _ o �X STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: AML QC CHECK: EA JOB No. TM -2152533 SCALE: AS INDICATED DATE: 06/28/16 FnAIZ�N� 1b"�923 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 I' i 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 ly SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED DBL. TOP PLATE 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN - 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. - 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE - FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: ALL FLOOR PRE-ENGINEERED I KU6115 5I KAI, - Jtt 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 11. SOLID SHEATHING @ CONNECTIONS " HEADER ' n CONNECTION CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON SP4 w/ (6) 10d QC CHECK: SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ( ) x1-1/2" @ 24" O.C. (USE SIMPSON MSTAM36 Z DOUBLE 2x TOP PLATE MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d - DOUBLE 2x TOP PLATE SP8 @ 2x8 STUDS) SOLID SHEATHING @ AS INDICATED TYPICAL TRUSS TO STRAP W/ (10) 10d TO CL 2x BOTTOM PLATE 06/28/16 2x BOTTOM PLATE U.N.O. ON PLAN bi HEADER STOPPING MATERIALS FRAME CONNECTION. STUDS & (8) 1/4" X LU 3/4" FLOOR SHEATHING .: a MIN THICKNESS SHALL 3/4" FLOOR SHEATHING HEADER SIZE & REQ'D JAMB STUDS SIMPSON SP4 w/ (6) 10d 3/4" FLOOR SHEATHING SEE STANDARD 2-1/4" TITEN SCREWS SHEATHING PER PLAN ATTACHED PER SHEATHING PER PLAN ATTACHED PER F�<<S x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE TRUSS w/ 8d NAILS AT NAILING SCHEDULE SIMPSON LSTA30 tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 ATTACHED PER USE SIMPSON ; STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ " SCHEDULE NAILING SCHEDULE SCHEDULE ANGLE) W/ (22) 10d SCHEDULE ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 2x STUDS , SEE NAILS. BEND STRAPNAILS. (2) 2x SPF TOP PLATE BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS POWERS STEEL SILL TYP. @ ALL WINDOWS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO FRAMING PLAN FOR GIRDERS: BLOCK 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ I HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN SPACING AND GRADE SOLID BETWEEN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR EXTERIOR SHEATHING HEADER SIZE & REQ'D TOENAILS EACH END SYSTEM INSTALL INTO FILLED CELL USE AND SEE ARCH PLAN SYS. 42 FLOOR � (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS KNEEWALL & PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) GIRDER TRUSS PER STRAP W/ (11) 10d TOEXTERIOR FLOOR TRUSS SEE TO BOT. RIBBON, NAIL SHEATHING UNDER COLUMN U.N.O. ` FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN FROM TOP OF WALL A35 EA. END PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE 2x4 #2 SYP ANGLE CONNECTION INFO (MAX) 11. SOLID SHEATHING @ ;y I HEADER ' n CONNECTION CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN SIMPSON SP4 w/ (6) 10d QC CHECK: SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ( ) x1-1/2" @ 24" O.C. (USE Z SP6 @ 2x6 STUDS & MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d 0 SP8 @ 2x8 STUDS) A >^n AS INDICATED PLAN SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE CL (2) 2x SPF TOP PLATE 06/28/16 W U.N.O. ON PLAN bi LINTEL AS PER PLAN STOPPING MATERIALS HEADER - SEE 2ND SO 2nd FLOOR CORNER FRAMING ATTACHMENT LU FLOOR PLAN FOR MIN. .: a MIN THICKNESS SHALL HEADER SIZE & REQ'D JAMB STUDS ATTACH TO FLOOR 3/4" FLOOR SHEATHING �m PROVIDE SOLID (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS FOR IF HEADER IS UPSET p FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS c� BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d HEADER OPENINGS as BARRIER (FELT PAPER TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x +o �IIIIII��/�j� OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" SILL PLATE w/ 2 10d W M OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) O dJ? ij WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING ��� �'• •�., D- (2) 2x SILL AT WINDOW ,, •. ,r .i � LLj 00 REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2) . ;, w/ 2x CRIPPLE STUDS % . Y BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 Z • c� z O @ AT EA. END NAILED TO W: _ INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x W ad J - a Q @ O STUD PACK w/ 10d � u�'+°. .. U CRIPPLES @ 16" O.C. �► BEARING WALL PER JA A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN .. � "`� OS J PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS .� �� z: LU Q COLUMNS PLAN FOR FLOOR (7) 10d NAILS & 4 1/4" T&B T&B (PLYWOOD s,, z O ) ATTACH SILL w/ (2) 10d /i �O•.. ,,. ., Q MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END SHEATHING REQ'D i F �� > PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING �c O UNDER WINDOW OF SILL (MAX OPEN'G T&B) j P `���� � SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d' OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. R 2 -STORY WALL NAILS (2) SIMPSON LSTA18 M THAN 6' 0 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN (2) SIMPSON META16 LINTEL COURSE OR ti+D INFO. FLOOR W/ (14) 10d � " SIMPSON LSTA30 w/ �,� f FLOOR TRUSS TO NAILS INTO FILLED CELL USE e RIBBONS, COT. (11) 10d TO STUDS i','. JA REFER TO MASONRY WALL 1/4" X 1 3/4 TITENS) " ABOVE PLATE U.N.O. Cd ' 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/ (2) 16d NAILS @ 6" O.C. OR SIM) IS PROVIDED SCHEDULE; PROVIDE (4) 2x STUDS IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN 1/8" GAP BETWEEN FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2 d FLR STUDS TO BEAR ON Y SEE PLAN ;y I SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE ' n CONNECTION CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING LINTEL AS PER PLAN 3/4"=1'-0" QC CHECK: SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ( ) FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS FLOOR SYSTEM DRAFT MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d RREEQ'D ON EITHER SIDE OF WALL. IF WF02/ STOPPING AT 1000 SQ AS INDICATED PLAN SINKERS AND (14) Y4"X2 Y4' TITENS TO MASONRY SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE FT MAX: DRAFT 06/28/16 Nle �fF'AF� ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO LINTEL AS PER PLAN STOPPING MATERIALS SO TYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR .: a MIN THICKNESS SHALL ATTACH TO FLOOR 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 BARRIER (FELT PAPER ( \— TRUSS PER PLAN OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfiS1 TWO STORY PERP. FLOOR CONNECTION fiSl'�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl'�FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a LU CL0- W SLOPE CONTRACTOR TO Q PROVIDE ADEQUATE WATERPROOFING. NO 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 3/4"=1'-0" 1\ % 3/4"=1'-0" \ / 3/4"=1'-0" I Q c '0 SEE FRAMING PLAN O FOR FLOOR CONNECTION c j FLOOR GRIDER OR rn BEAM o D 0 04a HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" Ca o J W�g� Uj CD z C) Z � v INK 0 0 Q O big �-- zg� 5 CoW IN Uj Q W W � W r 3: zo 0QWw 00 0 0 0 � �JZ HO W W —�-- U �a0 0 0 STRUCTURAL ENG`. CFG / BED_ WD. HD. HT. ' BE 1/2" GYP BOARD OR AML 3/4"=1'-0" QC CHECK: 3/4"=1'-0" SEE PLAN TM - 2152533 SCALE: AS INDICATED 15/32" OR 7/16" OSB. DATE: 06/28/16 Nle �fF'AF� ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4 FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING 16" O.C. TOP AND BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE PRECAST CONC. OR 2x STUDS , SEE 2x STUDS, SEE UNDER WINDOWS AND 2x STUDS SEE POWERS STEEL SILL TYP. @ ALL WINDOWS 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 BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ EXT FINISH PER PLAN AGAINST TRUSS(2) 12d @ 12" O.C. (2) 12d @ 12 O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d VERT REINF. BEYOND W/ (3) 12d NAILS EACH PRE -ENG FLOOR TOENAILS EA. END 2x SYP #2 RIBBON (MIN �.; END TRUSS OR FIELD 2x4) TO TRUSS w/ (4)IN 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS BOTTOM MASONRY WALL PER ,.I WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF PLAN f.: SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT FIN. FLR. ��" 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 a CONNECTION � „ , (2) 5/8 TYPE X WHEN 3" O.C. WALL SHEATHING TO EA. 0-0 41 .� e . IN GARAGE ( (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON GRADE , �� MASONRY WALL PER ' C. 3" O.C. WALL MASONRY WALL PER + a r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE SEE CONNECTION 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 BARRIER (FELT PAPER ( \— TRUSS PER PLAN OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED SO TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfiS1 TWO STORY PERP. FLOOR CONNECTION fiSl'�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl'�FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a LU CL0- W SLOPE CONTRACTOR TO Q PROVIDE ADEQUATE WATERPROOFING. NO 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 3/4"=1'-0" 1\ % 3/4"=1'-0" \ / 3/4"=1'-0" I Q c '0 SEE FRAMING PLAN O FOR FLOOR CONNECTION c j FLOOR GRIDER OR rn BEAM o D 0 04a HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" Ca o J W�g� Uj CD z C) Z � v INK 0 0 Q O big �-- zg� 5 CoW IN Uj Q W W � W r 3: zo 0QWw 00 0 0 0 � �JZ HO W W —�-- U �a0 0 0 STRUCTURAL ENG`. CFG / BED_ F01 TYPICAL BALCONY FRAMING NOT USED 1 9 3 3/4"=1'-0" # 1 Fi SD5 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. DRAFTING: -STRUCT: AML �� Dlll QC CHECK: EA JOB No. TM - 2152533 SCALE: AS INDICATED DATE: 06/28/16 Nle �fF'AF� F01 TYPICAL BALCONY FRAMING NOT USED 1 9 3 3/4"=1'-0" # 1 Fi SD5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. 6_S4 SECTION @ RAISED HEEL TRUSS6S1 SECTION @COMBO TRUSS fiF O WALL SPLICE DETAILS (2) 2x SYP #2 COLUA 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"=1'-0" % 1/2"=1'-0" "" OTHERS EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILII` TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" JL SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. U: LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN (DRAWINGS— L�_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D03 LEDGER @OPEN TO BELOW LEDGER AT GIRDER NOT USED 1-1/2"=1'-0" 3/4"=1'-0" EXTERIOR SHEATHING 2x BRG WALL W/ FRAMING PLAN FOR 2x BRG WALL W/ ARCHS CONNECTION SIMPSON SP2 @ TOP & TO BOTTOM OF SILL SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 PLAN SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) NAILING SCHEDULE OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY ROOF SHEATHING — PLATE w/ 1/2" EPDXY USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING EMBED. @ 32" O.C. & 3" MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING PRE-ENGINEERED — BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": 1 TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF LEDGER W/ (2) Y4"x3-1/2" I 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER FOR 2PLY 12d NAILS @ 12" O.C. VERIFY W/ ATTACHED PER STRAP BETWEEN 1 ITRUSS. TRUSS SHOP 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A (DRAWINGS I_ 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN EA. TRUSS, 24" O.C. NAILING SCHEDULE BLOCKING w/ S/7� IMPSON LEDGER �.T'.`USE O16d ° S) (2) 2x4 #2 SYP 1 BLOCKING w/ SIMPSON HUC24-2 EACH END, 1 1W- HUC24-2 EACH END, 11 USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY 90 WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR ; FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF zVO CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ) ON MASONRY USE (SHOWN) MASONRY SHOWN MASONRY WALL P OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA LIPS 24" O C PLAN 1 6_S4 SECTION @ RAISED HEEL TRUSS6S1 SECTION @COMBO TRUSS fiF O WALL SPLICE DETAILS (2) 2x SYP #2 COLUA 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"=1'-0" % 1/2"=1'-0" "" OTHERS EXTERIOR SHEATH("'^ FROM TOP OF WALI TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILII` TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" JL SDS WOOD SCREWS @ 16" O.C. MAX. & 3" FROM EA. END - USE LCESS (3) SCREWS FOR 24" SIMPSON LUS26. U: LEDGER INTO O.C. LUS26-2 FOR 2PLY ITRUSS. VERIFY W/ I TRUSS TRUSS SHOP R PLAN (DRAWINGS— L�_ 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D03 LEDGER @OPEN TO BELOW LEDGER AT GIRDER NOT USED 1-1/2"=1'-0" 3/4"=1'-0" EXTERIOR SHEATHING EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" FRAMING PLAN FOR FROM TOP OF WALL ARCHS CONNECTION CONNECTION DETAIL TO BOTTOM OF SILL MASONRY WALL PER 2x4 BLOCKING PLAN PLATE ATTACH PER SHEATHING PER PLAN _ ATTACH PER NAILING NAILING SCHEDULE SCHEDULE 2x8 #2 SYP P.T. SILL ROOF SHEATHING — PLATE w/ 1/2" EPDXY I ATTACH PER NAILING J -BOLT W/ MIN. 7" ISIMPSON H2.5 EA. TRUSS EMBED. @ 32" O.C. & 3" SCHEDULE FROM EA.END ANCHOR BOLT OR W PRE-ENGINEERED — I ° I TRUSS PER PLAN OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1 2x6 #2 SYP CONT. 1 IRECESS LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE UNDER 2ND SOTRY COLUMN LOCATION. ' LEDGER INTO :A SDS WOOD SCREWS @ FOR 2PLY FOR MORE INFO VERIFY W/ 16,, O.C. MAX. & 3,, TRUSS 1 ITRUSS. TRUSS SHOP FROM EA. END - USE (3) (DRAWINGS I_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO 1 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER �.T'.`USE O16d ° S) 1 D04 LEDGER @ LOW ROOF 1 1 1W- 3/4"=1'-0" 11 EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" FRAMING PLAN FOR O.C. - SEE FRAMING ARCHS CONNECTION CONNECTION DETAIL PLAN FOR MORE INFO. MASONRY WALL PER 2x4 BLOCKING PLAN BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE 2x8 #2 SYP P.T. SILL Q PLATE w/ 1/2" EPDXY ANCHOR BOLT OR (2) 2x HEADER J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL — EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR W J -BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS F1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO "a : FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER -STRUCT: AML PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d � ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. SCHEDULE BOTTOM PLATE Q ATTACH PER NAILING BLOCK ADJACENT 2x4 STUDS @ 16" O.C. BAYS @ EACH SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE z TO BLOCKING 0 PROVIDE 2x4 BRACE CL TO EACH ADJACENT DIAGONAL, FASTEN U TO DIAGONAL W/ (2) (n 16d NAILS WW IF SHEATHING IS NOT CONNECT TO DOUBLE x 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 �j 2x LEDGER TO UPPER HORIZONTAL (+/- 10°) 2x BEARING WALL 1/4"X0 3-\1/2" S SIMPSON ALL W/ BRACE NOT REQUIRED W ; WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. AN BRACING@ 2 STORY FRAME WALL 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 ATTDROOF SHEATHING NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" Uj LLj 00 (2) 2x SPF TOP .2 2' W Q � m O `\ C3 m'`. Iq v PHN � ] C:) u r o r� U +— z0 OZ p Cs'� U x z C - am z 9V Pa J W x 06 F Z j si W Z C) P J (41 O1/2" 1 SEE FOUND. PLAN FOR FTG. REQ. THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR MORE INFO MAX 5" FROM KING STUD SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH O BETWEEN FLOORS I I AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO REVIEW THREADED ROD SPACING I IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER NAILING SCHED., CONT. TO PLATES U.N.O.. J H W W 2 U)BKINGS N Z O -STRUCT: AML QC CHECK: EA ����L71Nr JOB No. TM - 2152533 BOTTOM OF FLOOR SYSTEM SCALE: AS INDICATED DATE: 06/28/16 Q (2) 2x HEADER D6 DE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE W 1 SEE FLOOR PLAN 1 1 1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. 1 FOR MORE INFO G 1 1 1 1 1 1 1 1 1 1 1W- 1 11 W r 2x STUDS SEE PLANSTUDS ; zVO E ARE OZ_j 1 1 1 O ALIGN W/ST DS 1 1 1 1 BELOW 1 1 00 00 1 1 1 1 O ch 1 1 1 1 1 B 1 1 1 1 O—jZ 1 1 1 1 J W OC ��■ 1 1 1 1 1 1 2x SPF BASE 1 _ pry N N PLATE 1 1 1 PRE-ENGINEERED 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW oe 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 2' W Q � m O `\ C3 m'`. Iq v PHN � ] C:) u r o r� U +— z0 OZ p Cs'� U x z C - am z 9V Pa J W x 06 F Z j si W Z C) P J (41 O1/2" 1 SEE FOUND. PLAN FOR FTG. REQ. THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR MORE INFO MAX 5" FROM KING STUD SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH O BETWEEN FLOORS I I AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER IF 2ND FLOOR HEADER SITS OVER IST FLOOR HEADER CONTACT EOR TO REVIEW THREADED ROD SPACING I IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER NAILING SCHED., CONT. TO It 5 � � S J H W W 2 U)BKINGS N Z O -STRUCT: AML QC CHECK: EA ����L71Nr JOB No. TM - 2152533 BOTTOM OF FLOOR SYSTEM SCALE: AS INDICATED DATE: 06/28/16 Q #1 6 .1°23 D6 DE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE W SOLID BLCOKING WITHIN FLOOR SYSTEM W 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. G 1W- � 11 W r zVO OZ_j A U) 00 00 1 O ch O—jZ J W OC ��■ ..� Q _ pry N N 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. STRUCTURAL ENG: CFG / BED _._..---- DRAFTING: -STRUCT: AML QC CHECK: EA ����L71Nr JOB No. TM - 2152533 SCALE: AS INDICATED DATE: 06/28/16 #1 6 .1°23 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 OVER LANDING BEAM ATTACHED PER (2) 2X BEAM PER 2x12 STRINGERS ONE (#2 SYP) STANDARD (3) 2X12 OF LANDING SCHEDULE @ END OF OF LANDING W/ MIN. (6) BEAM @ END OF �— LANDING FOR STRINGERS ONE @ MID -SPAN SCHEDULE 12'-0" STRINGERS W/ 2x6 4'4" 16d NAILS FROM TO BEAR DIRECTLY ON (3) 2x12 2x8 8'-0" Q BUILT UP COLUMN SIMPSON A34 CLIP TO 6" MIN. (1) 2x12 (1) 2x8 LEDGER TO STUD 4'-0" O ACCOMMODATE 72x (3) 2x12 2x8 8'-0" FLOOR SYSTEM (2) 2x12 2x6 PACK (1) 2x12 (1) 2x8 2x6 4'-0" ATTACH TOP PLATE TO (3) 2x12 2x12 00 (2) 2x12 2x8 7'_0" 91-01, (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 LINE UP 2xJOIST IN T-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" TOE NAILS TOE (3) 2x12 2x12 91-0" (2) 2x12 2x8 T-0" T-0" (1) 2x12 (1) 2x8 LINE WITH MIDDLE 5'-0" O' 6'-0" (2) 2x12 STANDARD (3) 2 122x12 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" STRINGER TO BE 2x6 6-0" STRINGERS W/ 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ UTILIZED AS BLOCKING O.C. ON ANGLE TYP. TOGETHER. W SIMPSON A35 / A34 LLI 0 _ ni o CLIP TO FLOOR 2x4 CONT. TOP PLATE MID SPAN BLOCKING c J U.I SYSTEM &LANDING— (NOTCHED @ 2x6 W/ (2) 12d TOENAILS TOENAILS BOTTOM ATTACH TOP PLATE TO 2xJOISTS @ LANDING U FRAMING VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32' p @ 16"O.C. W/ SIMPSON z ATTACHED TO TRUSS OE Z A35 OR LUS26 HANGER BELOW (OTHERWISE W gON EACH SIDE M NOTCH SILL AND ' IOIL SEE ARCH PLAN _ ATTACH W/ (2) 12d 10" MIN. PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOORTOENAILS @BOTTOM) U) t op cr TO ALLOW VERTICAL W � 0 TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X2x4 ro = ~ STAIR WINDER DETAIL. (2) 2x BEAM PER SCHEDULE 4'-0" MAX 2x6 VERTICAL AND 2xJOIST (P.T. IF ATTACHING TO WIDTH OF LANDING 24"' O.C. W/ (2) 12d REQ'D @ END OF LANDING WALL) CONT LEDGER ) NOTCH FLOOR FOR STRINGERS TO MID SPAN BLOCKING TO SILL PLATE W/ (2) w/ (3) 16d NAILS @ 16" O.C. MAX. Z V CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" L -BRACE @ 6'-0" O.C. & BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR TOENAILS BOTTOM UP COLUMNS BELOW SHEATHING TO MASONRY WALL) 16d TOE NAIL EA. A -A PLAN VIEW @ 90 DEGREE TURN LANDING J SEE SCHEDULE FOR MAX WIDTH OF LANDING ATTACH 2x6 VERTICAL TO MIN. (3) 2x SYP #2 ACCOMMODATE 2x 2xJOIST LEDGER (P.T. CONT. BRACE & 10d STUDS REQ'D @ END Vi Q IF ATTACHING TO OF LANDING W/ MIN. (6) TRUSS W/ (3) Y4" x 3" SDS WOOD MASONRY WALL) 16d NAILS FROM LEDGER TO STUD 2x4 SILL PLATE W/ (2) 3/4" PLYWOOD OR OSB 16" O.C. PACK i. SEE PLAN FOR DEPTH i. �- STANDARD (3 SYP #2 STRIN SIMPSON A34 CLIP TO FLOC SYSTEM & LAI FRAMING SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SIMPSON A35 CONNECTIONS SEE PLAN FOR MASONRY WALL OR WOOD WALL ' 2x JOIST (P.T. IF ATTACHING TO (2) 2x BEAM PER SCHEDULE 2x JOISTS PER REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON w/ (3) 16d NAILS @ 16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TO EACH STUD. ((2) 1/4" x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE TITENS @ 16" O.C. MAX. FOR MASONRY WALL) A -A PLAN VIEW a 180 DEGREE TURN 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 U SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER TO LANDING SEE AR S. FOR MAX. RISE STEPS AND MI . TREAD DEPTH 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" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4"=1'-0" MASONRY WALL OR — FRAME WALL BEYOND PLYWOOD SHEATHING OVER LANDING BEAM ATTACHED PER (2) 2X BEAM PER 2x12 STRINGERS ONE (#2 SYP) CONSTRUCTION OF LANDING SCHEDULE @ END OF ON EACH SIDE AND BEAM @ END OF �— LANDING FOR STRINGERS ONE @ MID -SPAN SCHEDULE 12'-0" TO CONNECT TO. BEAM 2x6 4'4" 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE TO BEAR DIRECTLY ON (3) 2x12 2x8 8'-0" Q BUILT UP COLUMN A35 CONNECTION 6'-0" (1) 2x12 (1) 2x8 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" ST01 GENERAL LANDING & STAIR FRAMING INFO SCALE: 3/4"=1'-0" MASONRY WALL OR — FRAME WALL BEYOND PLYWOOD SHEATHING B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING W 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 BEAM/JOISTS REQUIREMENT AT LANDING OVER LANDING BEAM ATTACHED PER MAX WIDTH GENERAL FLOOR (#2 SYP) CONSTRUCTION OF LANDING NOTES (3) 2x12 BEAM @ END OF �— LANDING PER 2x6 SCHEDULE 12'-0" (1) 2x12 (1) 2x8 B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING W 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 BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'4" 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE (3) 2x12 2x8 8'-0" Q (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" O ACCOMMODATE 72x (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" ATTACH TOP PLATE TO (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'_0" 91-01, (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 T-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" TOE NAILS TOE (3) 2x12 2x12 91-0" (2) 2x12 2x8 T-0" T-0" (1) 2x12 (1) 2x8 2x6 5'-0" O' 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6-0" THRU DOOR OPENING, 2x JOIST PER NOTE: SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" HEIGHT OF LANDING 2• IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT CJ' 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL r1lPtttt (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. W/ 8d RING SHANK PANELS 1 AND 2 TO BE 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 FLOOR SYSTEM PARTY WALL OR — ELEVATOR WALL SEE PLAN 2X6 #2 SPF CONT. — LEDGER W/ (2) 1/4" X 3-1/2" SDS SCREWS @ 16" O.C. MAX INTO STUDS OR FLOOR SYSTEM TYP. EACH END UNDER PLATFORM MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. LLI 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . '��IJI m LL ATTACHED TO I -JOIST CJ' U , r1lPtttt W/ 8d RING SHANK PANELS 1 AND 2 TO BE 3-„, z 2x4 CONT. TOP PLATE D D BELOW OTHERWISE ( 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d i NAILS @ 6" O.C. ON INSTALLED AND Q SEE ARCH PLAN x x 24" O.C. W/ (2) 12d TOE NAILS U O ACCOMMODATE 72x ATTACH W/ (2) 12d of EDGE AND 12"-0.C. IN SHIFTED OUT TO 0 ti, O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO CONTRACTOR TO TOENAILS @ BOTTOM) �+ CONSTRUCT PANELS ~ TO I -JOIST W/ (3) Y4" x 3" STUDS W/ (2) 16d TOE TOE NAILS TOE Q ATTACH PLATFORM TO BE INSTALLED LAST b SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) TO SLIDE INTO THE O' ♦�' X ELEVATOR SHAFT SECTION X -X ANY OPENING @ EQUALLY 16d TOE NAIL EA. THRU DOOR OPENING, 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . '��IJI m LL ATTACHED TO I -JOIST CJ' U , r1lPtttt W/ 8d RING SHANK PANELS 1 AND 2 TO BE 3-„, z 2x4 CONT. TOP PLATE D D BELOW OTHERWISE ( 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d i NAILS @ 6" O.C. ON INSTALLED AND Z SEE ARCH PLAN x x 24" O.C. W/ (2) 12d TOE NAILS U O ACCOMMODATE 72x ATTACH W/ (2) 12d of EDGE AND 12"-0.C. IN SHIFTED OUT TO ti, O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO FIELD ALLOW FOR PANEL 3 TOENAILS @ BOTTOM) �+ (WHICH IS LONGER) TO ~ TO I -JOIST W/ (3) Y4" x 3" STUDS W/ (2) 16d TOE TOE NAILS TOE Q ATTACH PLATFORM TO BE INSTALLED LAST b SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) ! U O' ♦�' X LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING SECTION X -X ANY OPENING @ EQUALLY 16d TOE NAIL EA. SDS SCREWS @ 12" EVERYTHING 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. ON ANGLE TYP. TOGETHER. W 2x4 #2 SPF STUDS @ LLI 0 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE MID SPAN BLOCKING c J U.I (NOTCHED @ 2x6 W/ (2) 12d TOENAILS TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE a 2X6 #2 SPF RIM BOARD. -- - - --- - W/ (3) 16d NAILS INTO o JOISTS W m 2X6 #2 SPF @ 12" O.C. ,� tttiuUJgJ LLi co CL ► Zc�a LLI ate', oo ELEVATOR TEMP. FLOOR �� " ST04 MAXMAX6,.o,. ��. � 04� - � = Z "` 1, "� U SCALE: 3/4" =1'-0" MIN 7/16" FLOOR PLATFORM DETAIL - Q �� 2 SHEATHING W Q •• Z •��� �� `Z 2x4 CONT. TOP PLATE 3Y2' ATTACH TOP PLATE TO 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . '��IJI m LL ATTACHED TO I -JOIST CJ' U , r1lPtttt r 3-„, z 2x4 CONT. TOP PLATE D D BELOW OTHERWISE ( 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d i Y z SEE ARCH PLAN x x 24" O.C. W/ (2) 12d TOE NAILS U O ACCOMMODATE 72x ATTACH W/ (2) 12d of L ti, O MAX. 4'-0" ABOVE FLOOR a 2X6 #2 SPF RIM BOARD. -- - - --- - W/ (3) 16d NAILS INTO o JOISTS W m 2X6 #2 SPF @ 12" O.C. ,� tttiuUJgJ LLi co CL ► Zc�a LLI ate', oo ELEVATOR TEMP. FLOOR �� " ST04 MAXMAX6,.o,. ��. � 04� - � = Z "` 1, "� U SCALE: 3/4" =1'-0" MIN 7/16" FLOOR PLATFORM DETAIL - Q �� 2 SHEATHING W Q •• Z •��� �� `Z 2x4 CONT. TOP PLATE 3Y2' ATTACH TOP PLATE TO 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . '��IJI m LL ATTACHED TO I -JOIST CJ' U , r1lPtttt 2x4 #2 SPF STUDS @ STUDS W/ (2) 16d TOE SEE ARCH PLAN NAILS 3-„, z 2x4 CONT. TOP PLATE �� NAILS @ 4 O.C. FACE OF I -JOIST SHEATHING TO BELOW OTHERWISE ( 24" O.C. MAX. 4'-0" ABOVE FLOOR (ATTACH TOP PLATE 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d i z SEE ARCH PLAN x x 24" O.C. W/ (2) 12d TOE NAILS U O ACCOMMODATE 72x 2x6 VERTICAL @ 6'-0" NOTCH SILL PLATE TOENAILS BOTTOM C*2 O.C. MIN. AND @ ANY 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS FOR VERTICAL NOTCH SILL AND @ OPENING. W/IN 10d NAILS @ 4" O.C. PLYWOOD FLOORING 24" O.C. EVERY OTHER 'i' III a,7 HANDRAIL KNEEWALL (NOTCHED @ 2x6 STUD TO BE v �!* N SPACED/CENTERED IN + + 2x4 CONT. TOP PLATE � CONT. BRACE & 10d ATTACH TOP PLATE TO3" 4�8„ I -JOIST TO OUTSIDE +8 + NAILS @ 4" O.C. TOrn `"�' STUDS 2/ (2) 16d TOE ' FACE OF JOIST + + FLOOR SHEATHINGAM O NAILS + + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST ori 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SDS TOENAILS BOTTOM 32 SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN 1 -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C.Z W/ (2) 10d NAILS @ 4" 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) M (D V O.C. 24" O.C. W/ (2) 12d ROWS OF 10d NAILS @ Cn 3 1�� TOENAILS BOTTOM 10d NAILS@ 4" O.C. 3" O.C. NOTE: LLI .w gN (NOTCHED @ 2x6 0 rn 2 SIMPSON LSTA24 STIFFNER TO BE o p M O VERTICAL LOCATIONS). 06 �`� z ij S STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF a � a PLYWOOD FLOORING BOTTOM CHORD U' STUD) EVERY 48" O.C. S H F g'o 1 TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO ..... Jz n FLOOR BEAM SEE FACE OF 1 -JOIST < 5 g c PLAN 2x6 VERTICAL AND 07 C X il v� L -BRACE @ 6'-0" O.C. & Z a 4u 5 9! 5 r E ATTACH 2x6 VERTICAL W 0 @ANY OPENING SDS WOO STO I -JOIST W1 CREWS 3 W C) Q 3� � a EQUALLY 2j" I -JOIST SEE PLAN v W Z Z� 9 C4 SPACED/CENTERED IN a H0 O -JOIST TO OUTSIDE Uj V 2 ST02 SECTION @ HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR N.T.S. 3/4" = IIA" BEAM CONN. W _ 3y2 2x L -BRACE W/ 12d VERTICAL LOCATIONS) . LLOERTICAL TO ALLOW V TO SLIDE DOWN TO NOTCH FLOOR ATTACHED TO I -JOIST CJ' U o r - �� NAILS @ 4 O.C. FACE OF I -JOIST SHEATHING TO BELOW OTHERWISE ( z SEE ARCH PLAN 2x4 CONT. TOP PLATE ACCOMMODATE 72x ATTACH W/ (2) 12d of U ti, O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) �+ 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4" x 3" STUDS W/ (2) 16d TOE TOE NAILS TOE Q L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) ! U O' ♦�' X NAILS SECTION X -X ANY OPENING @ EQUALLY 16d TOE NAIL EA. SPACED/CENTERED IN + + 2x4 CONT. TOP PLATE � CONT. BRACE & 10d ATTACH TOP PLATE TO3" 4�8„ I -JOIST TO OUTSIDE +8 + NAILS @ 4" O.C. TOrn `"�' STUDS 2/ (2) 16d TOE ' FACE OF JOIST + + FLOOR SHEATHINGAM O NAILS + + 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST ori 24" O.C. W/ (2) 12d N.T.S. W/ (2) Y4"x3" SDS TOENAILS BOTTOM 32 SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN 1 -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS8" WIDE WEB 2x4 #2 SPF SILL PLATE X X STIFFENER @ 48" O.C.Z W/ (2) 10d NAILS @ 4" 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) M (D V O.C. 24" O.C. W/ (2) 12d ROWS OF 10d NAILS @ Cn 3 1�� TOENAILS BOTTOM 10d NAILS@ 4" O.C. 3" O.C. NOTE: LLI .w gN (NOTCHED @ 2x6 0 rn 2 SIMPSON LSTA24 STIFFNER TO BE o p M O VERTICAL LOCATIONS). 06 �`� z ij S STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/ OUTSIDE OF a � a PLYWOOD FLOORING BOTTOM CHORD U' STUD) EVERY 48" O.C. S H F g'o 1 TO ALLOW VERTICAL FLOOR BEAM CONDITION TO SLIDE DOWN TO ..... Jz n FLOOR BEAM SEE FACE OF 1 -JOIST < 5 g c PLAN 2x6 VERTICAL AND 07 C X il v� L -BRACE @ 6'-0" O.C. & Z a 4u 5 9! 5 r E ATTACH 2x6 VERTICAL W 0 @ANY OPENING SDS WOO STO I -JOIST W1 CREWS 3 W C) Q 3� � a EQUALLY 2j" I -JOIST SEE PLAN v W Z Z� 9 C4 SPACED/CENTERED IN a H0 O -JOIST TO OUTSIDE Uj V 2 ST02 SECTION @ HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR N.T.S. 3/4" = IIA" BEAM CONN. W _ 3y2 CJ' w 2x4 CONT. TOP PLATE SEE ARCH PLAN 2x4 CONT. TOP PLATE (ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 3 1/2" STUDS W/ (2) 16dFn STUDS W/ (2) 16d TOE TOE NAILS TOE Q X X NAILS 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ 2x4 #2 SPF STUDS @ LLI 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d 2x4 CONT. TOP PLATE 24" O.C. EVERY OTHER J U.I (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32' ATTACHED TO TRUSS OE NAILS BELOW (OTHERWISE W NOTCH SILL AND ' IOIL SEE ARCH PLAN _ ATTACH W/ (2) 12d PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOORTOENAILS @BOTTOM) U) t TO ALLOW VERTICAL W TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X2x4 = ~ 2x6 VERTICAL AND FACE OF TRUSS 24"' O.C. W/ (2) 12d NOTCH FLOOR SILL PLATE W/ (2) Z V 0 L -BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 Z J @.ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d A Vi Q TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4 O.G. _____ 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 Ice0 N.T.S. TO SLIDE DOWN TO W/ (2) Y4"x3" SDS .m FACE OF TRUSS SCREWS EQUALLY 2x4 #2 SPF STUDS a__ - SPACED & CENTERED I - V W LL. „ @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS >- 0 0 2x6 VERTICAL @ 6'-0" TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & � Q 0 _ O.C. MIN. AND @ANY SDS WOOD SCREWS @ANY OPENING 8 WIDE WEB 0 �. OPENING W/IN EQUALLY STIFFENER @ 48" O.C. IX HANDRAIL KNEEWALL KNEEWALL SILL PLATE SPACED/CENTERED IN /C TRUSS SEE PLAN (@ EA. BRACE) W/ (2) ROWS OF 10d NAILS @ a FOR VERTICAL TRUSS OUTSIDE 3" O.C. NOTE: FACE OF TRUSS STIFFENER TO BE STRUCTURAL ENG: CFG / BED 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR FLUSH W/ OUTSIDE OF BOTTOM CHORD DRAFTING: NAILS @ 4" O.C. N.T.S. -STRUCT: AML rSTO3 SECTION @ HANDRAIL W/ QC CHECK: EA JOB No. TM -2152533 FLOOR TRUSSES SCALE: 3/4" = V-0" '\)WD/n1 SCALE: AS INDICATED SECTION X -X DATE: 06/28/16 "'PA ZTT z #16-1 ST1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. is strictly prohibited. RECORD COPY #16 1923 2.Q(a A ..y RECORD COPY #16 1923 2.Q(a A