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485 Red Rose Ln 17-1951 (a)
THORNBROOK 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, ELECTRIC W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI, LOT 303 - THORNBROOKE 50 ' s DARLINGTON - 2585 - ELEVATION "A" GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES 06-09-17 CREATED LOT 5PECIFIC PLAN FOR LOT 303 IN THORNRROOKE 50's, ELEVATION "A" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: GARAGE DOOR TRANSMITTER W/ 10 KEY TOUCH PAD, STAIR RAILING, (I4) RECESSED CAN LIGHTS, (1) CEILING PAN PRE -WIRES, EXTERIOR G.F.I., OUTLET IN NON WET AREA, INTERCONNECT IN WALL WIRE CHASE TUBE, UNIVERSAL SECURITY CAMERA, (3) CAT 6 DATA OUTLETS, S' INTERIOR DOORS AT MAIN FLOOR, VENT HOOD / MICRO TO OUTSIDE, OUTDOOR LIVING PRE -WIRE, RADIANT BARRIER, INJECTION MA50NRY FOAM INSULATION, CALIFORNIA COUNTERTOP AND R 36 INSULATION, PLAN REVISIONS DRAWING INDEX COV -GENE RAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR .ELEVATIONS, STAIR SECTION, DETAILS 3A1 -FRONT ELEVATION 3A2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 -FLASHING DETAILS 3A4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER 0-9 ro FLOOR � 0 ELECTRICAL cm }� 00 Z C4 PLAN ,RECORD COPY REVIEWED POR CODE COMPLIANCE _ PLANS EXAMINER — DATE SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #17 51 ��ILn� �N SANFoRD GENERAL CONSTRUCTION NOTE5: CHAPTERS ANI) SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT WAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.G.-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER THI5 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE516TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C:R. - 5TH EDITION (2014) R1023.5, EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO61ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR A5 OTHERWISE APPROVED, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.62 AND A5TM C 926, PER RB.C.R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 2b GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR 5TUD WALLS IN ACCORDANCE WITH A5TM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F,B.C.R 5TH EDITION (2014) 8103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL, WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED A5 CONTROL JOINTS. EGRESS: 1, EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO6ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 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 CORRO61ON-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 6ELF-CL05ING DEVICE. FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION, ASPHALT 5HINGLE5 (IF APPLICABLE) I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, A5TM D 4869, TYPE II OR TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1, CLAY AND CONCRETE TILE (IF APPLICABLE); THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VA6D 15 DETERMINED IN ACCORDANCE WITH SECTION R3012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, REQUIRED UNDERLAYMENT PER F.13-C.R. - 5TH EDITION (2014) R905.33 SHALL CONFORM WITH ASTM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM p 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsv 15 DETERMINED IN ACCORDANCE WITH SECTION R3012,1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER TUB AND SHOWER AREAS: i. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, CI325, OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA5-ON-GRADE FLOOR$ SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR 5PRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF A50VE ANOTHER ROOF, MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE 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 (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. alb GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROV1510N5 OF SECTIONS MI411.3. EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, 3, DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (lb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 13005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY To REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REV1510N5 OR CHANGE5, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, REV. 09-29-2016 FER 27002.220 • NAMELOT 303 TB6-09-17 REVISED DAVIS BEWS DESIGN GROVP x 0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 346n 813.925.1300 TEL 813.925.1800 FAX W W W.L7AVISBEWS.CC7M 0 Oo00 O 2��M SII T >;_Jcm L• 00 0-9 ro E � 0 cm }� 00 Z C4 FER 27002.220 • NAMELOT 303 TB6-09-17 REVISED O CD u R a) e-- 2585 , • TI TLE COVER SHEET GENERAL NOTES rs DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 346n 813.925.1300 TEL 813.925.1800 FAX W W W.L7AVISBEWS.CC7M O CD u R a) e-- 2585 , • TI TLE COVER SHEET GENERAL NOTES rs 9'-8" 8'-4" 65'-4" PAVER DRIVE /LEAD WALK WF3 i x ro r.. LO EAST OLASMAR, FLORIDA 34677 813.925.1300 TFL 813.925.1800 FAX W W W bAVISBEWS COM `I'AMI'A •DENVER. ESI.1994 J��O O co 6 IL N L• 9'-8" 8'-4" 65'-4" PAVER DRIVE /LEAD WALK WF3 i �A (-) 0'-4" w 1'-4" • SHEET TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5U5TERRANEAN TERMITES mod G.C. VERIFY THATLAND AIN IS INSTALLED AT BETWEEN WALKWRAGE SLAB INTERFACE PLAN GARAGE RIGHT I/8" / FT. Lu x ro r.. EAST OLASMAR, FLORIDA 34677 813.925.1300 TFL 813.925.1800 FAX W W W bAVISBEWS COM `I'AMI'A •DENVER. ESI.1994 J��O O co i N L• i J � m 4OCro^ T ZNLd' 'v i 8" 8" G.C. VERIFY ACRYLIC ON LANAI 50 GAL. i rWA I COD I I IL PITCH 31'-10" -�9' I" 3'-9" 204" — 7� /8" / FT. \ / OF REF. I � " _ SLAB C.J. i i CJ. 3A3 CL PROVIDE WATER �� PITCH - LINE FOR ICE MAKER TO DRAIN 2' 10" 2'-4" 2' 4" 2'-2" REFERENCE / 1i i ELEVATION G % < m i `- WATER GAS "' WATER (46-0` I Q \4 U DROP DROP DROP NOTE: \Tv = is / ALL SLAB ANGLES G.G. VERIFY: ARE AT 45° (URO.) LOCATION AND PRE -WIRE FOR i PLUMBING ROUGH -IN ONLY ELECTRICAL ROUGH -IN ONLY GAS ROUGH -IN ONLY AT OUTDOOR KITCHEN I I �? `r 1'-3" AIR HANDLER ILINES FROM 3'-8" 2'-5" 18'-6" I 8" i �I I II 3/4" CONDENSATION DRAIN BY PLUMBER ^^^ UPPER FLOOR 3i4 RECESS FOR ENTRY DR. i 4" P.V.C. S' -P' 3'-6"x3-6" A/C \ / I I I PAD (SEE MECH. CONTRACTOR 2D' -Il" 2. , TILE SHaJER FOR LOC.) �' AIR HANDLER ISI J — — 3/4" CONDENSATION 4 P.V.C. DRAIN BY PLUMBER SEAT ABV. 2 0" RECE5S �I LINES FROM UPPER FLOOR PED. L.-- 8" C,M,U, WALL ABV. co 8" C,M.U. WALL ABV' __-- �A (-) 0'-4" w 1'-4" • SHEET TAYLOR MORR16ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5U5TERRANEAN TERMITES mod G.C. VERIFY THATLAND AIN IS INSTALLED AT BETWEEN WALKWRAGE SLAB INTERFACE PLAN GARAGE RIGHT I/8" / FT. Lu JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED DAVISrmw BEWS .DESIGN GROVP 150 STATE S'I R.EET Lu U-) x ro r.. EAST OLASMAR, FLORIDA 34677 813.925.1300 TFL 813.925.1800 FAX W W W bAVISBEWS COM `I'AMI'A •DENVER. ESI.1994 J��O O Jc��� i N L• i J � m 4OCro^ T ZNLd' JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED DAVISrmw BEWS .DESIGN GROVP 150 STATE S'I R.EET Lu U-) EAST OLASMAR, FLORIDA 34677 813.925.1300 TFL 813.925.1800 FAX W W W bAVISBEWS COM `I'AMI'A •DENVER. ESI.1994 • TITLE " SLAB .INTERFACE PLAN G.C, VERIFY: LOCATION AND PRE -WIRE FOR PLUMBING ROUGH -IN ONLY ELECTRICAL ROUGH -IN ONLY GA5 ROUGH -IN ONLY AT OUTDOOR KITCHEN 0 H Lu 1 3'4"64" A/C 1 13'41'64" A/C I PAD (5EE MECH. PAD (SEE MECH. CONTRACTOR 1 1CONTRACTOR 1 FOR Loc.) I I FOR Loc.) L_ --_J L..--_ J UPPER FLOOR DIRECT VENT DRYER THRU EXT. WALL T.O.M. 9'•4" ALL EMERGENCY ESCAPE AND RE5CUE OPENIN65 5HALL COMPLY WITH R310 PER F.B.C,R - 5TH EDITION (2014). REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIME151015 HATCHING LEGEND IN5ULATE WALL MAIN FLOOR 14&1 S.F. TYPICAL MASONRY 1115 SF. TOTAL LIVING WINDOW SCHEDULE GARAGE 455 S.F. WINDOW WIDTHS s� ENTRY 71 S.F. 20" 21" 37" 53" WINDOW CALL -OUTS L ;;JN L L ooL L• (D 26" 12 5H 1/2 32 5H 22 5H 32 5H w C,Y i 0 * m 0 g ZN�d = 39" 9 13 5H 1/2 33 5H 23 5H 33 5H 3 J O 51" (5 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H �-, z 12" 3 16 5H 1/2 36 5H 26 5H 36 5N �c G,G, VERIFY M45ONRY OPENING5 FOR ALL WINDOWS, v) ui WINDOW 51ZE6 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PEGIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G) REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIME151015 HATCHING LEGEND IN5ULATE WALL MAIN FLOOR 14&1 S.F. UPPER FLOOR 1115 SF. TOTAL LIVING 2582 S.F. GARAGE 455 S.F. LANAI 139 S.F. ENTRY 71 S.F. TOTAL 50, FT, 324`1 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGHT JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09--17 REVISED x ro DAVIS sEWS DESIGN GROVP C. too J EST. 1994 � 14 U) 0 _jMh�, d2 N L ;;JN L L ooL L• 0 0 �^ 0 0 C,Y i 0 * m 0 g ZN�d JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09--17 REVISED • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • DAVIS sEWS DESIGN GROVP 150 STATE STREET EAST OLD&MAR, FLOPMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 � 14 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • I 11'-4" 29'-0° P.&IM'll 36'-4" REFER TO SWEET2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH1 K ro 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX WWWnAVISBEWS.COM TAMPA • DENVER C U orO � 0 0i _IcoN- 61 L. > zJM L ` a U. 4n 0 0 'o5.0 0 11'-4" 29'-0° P.&IM'll 36'-4" REFER TO SWEET2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH1 JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED K ro 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX WWWnAVISBEWS.COM TAMPA • DENVER C U orO � 0 0i _IcoN- 25coo L. > zJM L ` a U. 0 0 'o5.0 0 Y kv ILO LJ Nm 6 0 00 ZcfOvGOt JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED TI TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 II DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX WWWnAVISBEWS.COM TAMPA • DENVER EST. 1994 TI TLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 II ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * HD. AT T-8" PAN AND DRAIN PLATFORM UNDER A.H.U. HU. A I 1-0 * EGRE55 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 41NCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 G.C. VERIFY R 38 INSULATION G.C. VERIFY RADIANT BARRIER UPPER FLOOR PLAN NOTES. SCALE: 1/4"; 14" GARAGE RIGHT TYPICAL WOOD FRAME K. m WINDOW SCHEDULE 150 STATE STREET EAST OLDWAK, FLORIDADA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DE'1V VER. �--� �`r�- WINDOW WIDTHS EM2011 0 .j co 2411 36" 48° oQMM WINDOW CALL -OUTS >pjLN L M 00 1-4 1N 20" 1818 F.G. 2015 F.G. 3018 F.G. 4018 F.G. w = Z J � cl0 0ti 24" O0 Z N 1820 FG, 2020 F.G. 3020 RG, 4020 RG. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H '-' z 6011 1550 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 5H 3060 5H 4060 5H �e G.G. VERIFY ROUGH OPENING5 FOR ALL WINDOW5, to WINDOW 51ZE5 AND IN57ALLATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5, 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW Z U5ED (51NGLE HUNG -5H, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) HD. AT T-8" PAN AND DRAIN PLATFORM UNDER A.H.U. HU. A I 1-0 * EGRE55 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES A50YE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 41NCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 G.C. VERIFY R 38 INSULATION G.C. VERIFY RADIANT BARRIER UPPER FLOOR PLAN NOTES. SCALE: 1/4"; 14" GARAGE RIGHT FREVISED 27002.220MELOT 303 TB 09-17 K. m 150 STATE STREET EAST OLDWAK, FLORIDADA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DE'1V VER. �--� �`r�- r0 Jo� O 0 .j co to oQMM >pjLN L M 00 1-4 1N c0 _0-� (DELL x 0� Z J � cl0 0ti y� T� O0 Z N FREVISED 27002.220MELOT 303 TB 09-17 W Lo I1. V_ EST. 1994 to 0 N r`' 0 Ln z U C) a� `Ln,®`®�a�aa e• �� If <5w 00 rloo rtloo No 0 CD �•J scree 1111 M CSC M 0 2585 • TI TLE • UPPER FLOOR PLAN NOTES II 2B1 II DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAK, FLORIDADA 34677 813. 925 .1300 TEL 813.925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DE'1V VER. �--� �`r�- W Lo I1. V_ EST. 1994 to 0 N r`' 0 Ln z U C) a� `Ln,®`®�a�aa e• �� If <5w 00 rloo rtloo No 0 CD �•J scree 1111 M CSC M 0 2585 • TI TLE • UPPER FLOOR PLAN NOTES II 2B1 II UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED .�rrr DAVIS BEWS DESIGN GROW x m ISO STATE STREET EAST OLDWAR,FLORIIMA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVLSBEWS COM TAMPA • DENVER Uro oN 0 1 o s�rn rrrr N W L >> .JN JL LE • `. L 0 0 °0 rr� 0 C 0 E��drorn s.10r �m y� 0O ���""h T ZNL0 JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED I.LI Lo n, � n co T C7 z ■.. --, Q °" u- Ln®�e®`®arerod'►� °°® 0 6.% C7 ; Poo W • �' o. i s0 Zr Z '•0 0000 0 U0 pm=4 ne 0 0 M � M>= 0 0 J J F— wwfrwlwr�nwrurrnr�w�rrwr�w� 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS II 262 DAVIS BEWS DESIGN GROW ISO STATE STREET EAST OLDWAR,FLORIIMA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVLSBEWS COM TAMPA • DENVER EST. 1994:- I.LI Lo n, � n co T C7 z ■.. --, Q °" u- Ln®�e®`®arerod'►� °°® 0 6.% C7 ; Poo W • �' o. i s0 Zr Z '•0 0000 0 U0 pm=4 ne 0 0 M � M>= 0 0 J J F— wwfrwlwr�nwrurrnr�w�rrwr�w� 2585 • TITLE • UPPER FLOOR PLAN DIMENSIONS II 262 STAIR NOTE5: RAILING BALU6TER5 5HALL BE 5PACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAILS FOR 5TAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T R15ER. HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL P05T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE66 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS, CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL05ED ACCE5515LE 5PACE UNDER 5TAIR5 5HALL HAVE WALL5, UNDER -STAIR 5URFACE AND ANY 5OFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R, - 5TH EDITION (2014) R302.1 ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R3015 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * I. cn a ip- oc 3/4" PLYWD, DECKING 36" H. CONTINUOU5 GRA5PABLE42" H. RAILING RAILING G.C. VERIFY SHIM A$ POP-UP OUTLET5 REQ'D. T * * F .... I" BEAM LINE OF 6'4' MIN. R BEAM FLOOR FLOOR 5Y5TEM x w i HEAD CLEARANC 5Y5TE SrD. C PLAN) BASE o CABINET IF 1/16" O.S.B. 2x 5TRINGERS\ 11.00° 36" N BACKING L — _ (r RAILING CALI. TOP SCALE: 1/2" - 1'-0" low IF -Zl 7u 0 0 1" NOSING `r � ITYP.) E _0-� �N 5TORAGE y� 7� UNDER -T 2x TREAD5 AND 5TAIR5 Ix R15ER5 (TYP,) 11 TREAD5 AT 10.00" EACH STAIR SECTION. 5CALE: 1/4" - 14" G.C. VERIFY SHIM A$ POP-UP OUTLET5 REQ'D. T * * F .... I" �-- CA51NG x w 2x 5TUD5 (PER SrD. C PLAN) BASE o CABINET IF 1/16" O.S.B. I BACKING L 1/2" DRYWALL CALI. TOP SCALE: 1/2" - 1'-0" TYP. ARCHWAY ASCALE:1/4" = I'-0" PLAN DETAILS SCALE: 1/4" = 1'-0" GARAGE RIGHT ■MIIIOI� JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED x w 150 STATE STREET EAST OLD MM;t, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX VVWW.DAVISBEWS.COM TAMPA • DENVER. C U too oto o �M�0 I L >;JN low 6ELLM 0 0 �L � �O E _0-� �N LOO y� 7� C�h z C4 ■MIIIOI� JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED MR CL — co 00 r` N O (� Z � J J Now � CD Ln ®`O,IIUtl111/ clG1P••• • 'o `A00 .i 2' • r2 • ^ CCOz O ot" O '', 0000••• 0 W Lf ) G� fimmr ne, 0 0>7M 0 <_ J 25851 • TITLE • PLAN DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD MM;t, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX VVWW.DAVISBEWS.COM TAMPA • DENVER. a EST. 1994 ezz MR CL — co 00 r` N O (� Z � J J Now � CD Ln ®`O,IIUtl111/ clG1P••• • 'o `A00 .i 2' • r2 • ^ CCOz O ot" O '', 0000••• 0 W Lf ) G� fimmr ne, 0 0>7M 0 <_ J 25851 • TITLE • PLAN DETAILS • SHEET • 11/2 THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H �— TEXTURED BANDING z NOTE: THI5 DETAIL 5HOUD5 THE TYPICAL THICKNE65 OF ALL RAISED TEXTURED FIN15H BANDING AND 5AND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5615 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8703.6.1 AND ASTM C 1063. THICKNE56 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8703.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" - 1'-0" GLEAR 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 LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION6 OF UDINDOUI5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R - 5tH EDITION (2014) R3122. WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 PLT. HT. _ 4" BANDING (TYP.) 1'-4" W,;K 5'-0" H. DECORATIVE a, FIXED SHUTTERS 4" BANDING (TYP.) 5ECOND F.F. LINE T.O.M. _ M 8" BANDING 4" BANDING TEXTURED FIN15H BANDING MAIN F.F. LINE GRADE LINE (A55UMED) 12 4INGLE ROOF G.C. VERIFY 12 ALUMINUM OVER 6� 2x6 5U5-FA50IA (TYPICAL) Stucco FINISH 12 12 6� SHINGLE 6� ROOF 12 Q 6 /SHINGLE R00F� PLT. HT. 1'-4" W. x 54" H. STUCCO DECORATIVE FIN15H� FIXED SHUTTERS Fm* 7= /SHINGLE Q6 ROOF 5ECOND F.F. LINE SANDING 8" BANDING m TEXTURED d FINISH m 0 I■101MININ! --Mimi 4" BANDING DOOR SURROUND FRONT ELEVATION 5CALE: 1/4" : I'-0" ELEVATION "A" GARAGE RIGHTL. J. BANDING MAIN F.F. LINE _ x DAVIS BEWS DESIGN GROVP GRADE LINE (A55UMED) ELEVATION "A" GARAGE RIGHTL. J. • JOB NUMBER 27002.220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED • x DAVIS BEWS DESIGN GROVP oto o --� EST. 1994 ���-- 0 ..1 co -y�M am N r N 6aL L 00 :2 z 'on LE. 7 0-aco U.xtv6 0;: C4J .- (D 00ro� z0 01 • JOB NUMBER 27002.220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED • DAVIS BEWS DESIGN GROVP iso STATE STR, ET EAST OUXMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1500 FAX W W W DAVISBEWS.00 TAMPA •DENVER --� EST. 1994 ���-- TITLE • FRONT ELEVATION DETAILS • • SHEET • LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 7 SQ. FT, UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ, FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ, FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. 1300 =1.76 SQ. FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 25 SQ. FT. 1---------------------------I Q6 0 DAVIS SEWS DESIGN GROVP 12 /SHINGLE ROOF II -//111 12 Q6 5HINGLE ROOF I _ TYP, oc I I I I N 6:12 3A3 I I I � FINISH � �l 5GALE: 1/8" - 1411 I SECOND FF. LINE_ _ ROOF;7 8" SECOND FF. LINE gll I T.O.M. N i b- n, ^ TEXTURED /TEXTURED /TEXTURED /TEXTURED I 6' 21 oil FIN15H FINI514 FIN15H FINIS; v, MAIN FF. LINE_ _ _ i _ _ _ _ _ _ _ i j GRADE LINE (A55UMED) -------------------- GRADE LINE (A55UMED) RIGHT ELEVATION I 1 � SCALE: 1/6" : 1411 I I I J w -i-------- i 1 612 oc 612 .� I f I I I � I I I I I I I � 1 i i I LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT. / 300 = 0.46 SQ. FT. X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 7 SQ. FT, UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ, FT. X 144 = 703 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ, FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. GARAGE ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 529 SQ. FT. 1300 =1.76 SQ. FT. X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 TOTAL SOFFIT VENTILATION NEEDED 25 SQ. FT. 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FINISH �– TEXTURED BANDING ri NOTE: THI5 DETAIL 5HOW6 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.I AND ASTM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE. 5GALE: 3" - 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCWE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCWE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER RB.C.R. - 5TH EDITION (2014) 83122 GIRDER12 12 6 GIRDER TRU55 TRU58 ROOF TRU55E5 12 AT 24" O.C. Q6 6D (TYPICAL) ®® ❑ ❑ ❑ ❑ ®❑ /2.5TORY GIRDER 6 IE BR. 3 L voLuh1E TRU55 ROOF TRU55E5 12 AT 24" O.C. 0 ❑ ❑ ❑ ❑ ❑ 4 (TYPICAL) .– FLOOR 5Y5TEM BEAM C Ell] ❑ ❑ c!J �r El CONC. FAMILY LINTEL GARAGE KI SECTION AA. SCALE: I/8" : 14 6 12 Q6 /S 12 HINGLE 12 SINGLE 6� ROOF Q6 ROOF PLT. HT. - - - _ PLT. HT. j� /STUCCO LSTuccoBTEMP, FINISH �o FIN15H r * 5HINGLE 12 Ell ROOF SECOND F.F. LINE _ 5ECONp F.F. LINE_ 8" 2 ROOF SECOND FF, LINE T.OM. _ - D.M. b- /TEXTURED a� -TEXTURED FIN15H FIN15H ;� �n MAIN FF, LINE�� MAIN F.F. LINE - - - - - - - - - - - - - - -- 77" GRADE LINE 26 5;. GRADE LINE (A58UMED) W/ OPT, DEN (ASSUMED) o-, LEFT ELEVATION SCALE: 1/8" -- I'-0" 12 12 6E125HINGLE a6 ROOF -•– SHINGLE PLT, HT,ROOF PLT. WT. _ STUCCO �, /STUCCO FIN15HF.G. F.G. * FINIS>W 6' 12 5ECOND_F.F. LINE 45HINGLE 811 _5ECOND FF. LINE T.O.M. ROOF _ v M TEXTURED _ _ TEXTURED FINIS; _ FIN15H CIO MAIN FF. LINE U luLmd—l- MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION SCALE: 1/8" = I'-0" 1---------------------------I Q6 0 DAVIS SEWS DESIGN GROVP 12 /SHINGLE ROOF II -//111 12 Q6 5HINGLE ROOF 11 _PLT. HT. _ _ _ _ _ TYP, PLT. WT._ OVERHANG AA AT HIP 3A3 (U.N.D.) ROOF PLAN FINISH � �l 5GALE: 1/8" - 1411 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FINISH �– TEXTURED BANDING ri NOTE: THI5 DETAIL 5HOW6 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE55 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.I AND ASTM C 1063, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE. 5GALE: 3" - 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INCWE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCWE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER RB.C.R. - 5TH EDITION (2014) 83122 GIRDER12 12 6 GIRDER TRU55 TRU58 ROOF TRU55E5 12 AT 24" O.C. Q6 6D (TYPICAL) ®® ❑ ❑ ❑ ❑ ®❑ /2.5TORY GIRDER 6 IE BR. 3 L voLuh1E TRU55 ROOF TRU55E5 12 AT 24" O.C. 0 ❑ ❑ ❑ ❑ ❑ 4 (TYPICAL) .– FLOOR 5Y5TEM BEAM C Ell] ❑ ❑ c!J �r El CONC. FAMILY LINTEL GARAGE KI SECTION AA. SCALE: I/8" : 14 6 12 Q6 /S 12 HINGLE 12 SINGLE 6� ROOF Q6 ROOF PLT. HT. - - - _ PLT. HT. j� /STUCCO LSTuccoBTEMP, FINISH �o FIN15H r * 5HINGLE 12 Ell ROOF SECOND F.F. LINE _ 5ECONp F.F. LINE_ 8" 2 ROOF SECOND FF, LINE T.OM. _ - D.M. b- /TEXTURED a� -TEXTURED FIN15H FIN15H ;� �n MAIN FF, LINE�� MAIN F.F. LINE - - - - - - - - - - - - - - -- 77" GRADE LINE 26 5;. GRADE LINE (A58UMED) W/ OPT, DEN (ASSUMED) o-, LEFT ELEVATION SCALE: 1/8" -- I'-0" 12 12 6E125HINGLE a6 ROOF -•– SHINGLE PLT, HT,ROOF PLT. WT. _ STUCCO �, /STUCCO FIN15HF.G. F.G. * FINIS>W 6' 12 5ECOND_F.F. LINE 45HINGLE 811 _5ECOND FF. LINE T.O.M. ROOF _ v M TEXTURED _ _ TEXTURED FINIS; _ FIN15H CIO MAIN FF. LINE U luLmd—l- MAIN FF. LINE GRADE LINE GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION SCALE: 1/8" = I'-0" ELEVATION "All- GARAGE A" GARAGE RIGHT 6 lE Q6 c. x 2 DAVIS SEWS DESIGN GROVP 12 /SHINGLE ROOF .� EST. 1994 12 Q6 5HINGLE ROOF 11 _PLT. HT. _ _ _ _ _ I O��M PLT. WT._ SII N /6TUCCO /STUCCO /STUCCO 12 /SHINGLE - FINIS; 7 FINISH � �l 5HINGLE 12 FINISH � ROOF �4 �l ROOF SECOND FF. LINE_ _ ROOF;7 8" SECOND FF. LINE gll SECOND FF. LINE T.D.M. T.O.M. 00ro� z ov - b- n, ^ TEXTURED /TEXTURED /TEXTURED /TEXTURED 6' 21 oil FIN15H FINI514 FIN15H FINIS; v, MAIN FF. LINE_ _ _ i _ _ _ _ _ _ _ MAIN FF. LINE GRADE LINE (A55UMED) GRADE LINE (A55UMED) RIGHT ELEVATION SCALE: 1/6" : 1411 ELEVATION "All- GARAGE A" GARAGE RIGHT • JOB NUMBER 27002220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED • c. x 2 DAVIS SEWS DESIGN GROVP 1n i� jcloo .� EST. 1994 0 JC9NF) I O��M SII N L ooJM L• 0 0 CJ�'.fp 00ro� z ov • JOB NUMBER 27002220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED • IJ.I u; 11. � 00 C� z V .J @ J � LL Ln sill `fie � •`•0•••0•p /�i I�,' `� • <) �✓ co 0 Z: J •`> :W �0Qz� �.• o•0Z 0000°00.00• 0 0 L:IE z z (A 0 rr) C:) 0 >m 0 V. • 2585 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • II 3A2 I I DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLDM&*J , FLORIDA 34677 813.925.1300 TEG 813.925.1800 FAX VVW WDAVISBEWS.COM TAMPA • DENVER. .� EST. 1994 IJ.I u; 11. � 00 C� z V .J @ J � LL Ln sill `fie � •`•0•••0•p /�i I�,' `� • <) �✓ co 0 Z: J •`> :W �0Qz� �.• o•0Z 0000°00.00• 0 0 L:IE z z (A 0 rr) C:) 0 >m 0 V. • 2585 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION • II 3A2 I I BUILDING WRAP TO GO OVER FLASHING I FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO /ER SHEET) :-ENGINEERED ROOF )SSES AT 24" O.C. ZRICANE STRAP PER )F FRAMING PLAN BRG. HGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM IteJAZ TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING ` SILL PLATE SEE NOTE #2 'WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS 1 RUBBER MEMBRANE BEYOND 1 SHOWN, PROVIDE a' -1" BEAD OF 1 CONST. ADHESIVE TO BE APPLIED 1 CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE 1 AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL i EXTERIOR FINISH WATER PROOF CAULKING 1 PER BUILDER 1 m j � s PROVIDE SELF ADHERED" T FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" Io' WATERPROOF MEMBRANE MEN! 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 wFgTh� FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST SILL PLATE (SEE DETAIL B �F,P FOR OPTIONS) 5l DAVIS BEWS DESIGN GROUP �S� 0°�°0 I STUCCO "J" MOLD WEATHER RESISTIVE BARRIER CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOfS6A DUP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER ER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER r r r r WEATHER r EXTERIOR RESISTIVE SHEATHING BARRIER r TAPE / SILL PLATE 2 r r (ASSEMBLED FLASHING -\ WINDOW) r 2 r r FLASHING r FLASHING I DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL NOTE: SEE STRUCTURAL SHEETS FOR INFORMATION NOT SHOWN. I ;f PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK -- SEE STRUCTURAL EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING FLASHING. TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1 EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED 1N SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL, 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS -2X8 TRIM BOARD DAVIS BEWS DESIGN GROUP 0°�°0 I STUCCO "J" MOLD oJco SHEATHING 0N� O 0 co •` ooJM �. u. • 00 r3.0N TEXTURED CEMENT f,4 PLASTER FINISH TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1 EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED 1N SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL, 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS a JOB NUMBER 27002.220 a CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED x co DAVIS BEWS DESIGN GROUP 0°�°0 I EST. 1994 ezz oJco 0N� O 0 co •` ooJM �. u. • 00 r3.0N 00� Cp 3�E LL6.Y�p� tJ.(D 00 0C h ZtWvL0 a JOB NUMBER 27002.220 a CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED a TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD&MA& FLOR A 3*77 813.925.1300 T'EL 813. 925 .1800 FAX W W W,DAVISBEWS.COM TAMPA • E>M,4 /ER EST. 1994 ezz a TITLE • FLASHING DETAILS SHEATHING w Lo TEXTURE WEATHER RESISTIVE BARRIER 150 STATE S KEET EAST OUXMAR, FLOMA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DUNWER- _ WINDOW UNIT o� a DOOR ROUGH OPENING C FIN15H COAT 0 z SLOPE BROWN COAT J 0.3 in :12.0 in N j > J N WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) 5CRATCH COAT SELF ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. L L.. � 0 ro= v°Un BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING SELF FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN \� LATH WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR t00 OR EQUAL WEATHER PROOF CAULKING 00 Z 'D v CEMT, FIN. TWO LAYER5 WRB 2 SELF -ADHERED FLASHING BUILDING PAPER WEEP SCREED TERMINATE SELF SEAL TOPS OF JOISTS WIRE LATH ADHESIVE FLASHING UNDER DECKING SUBFLOOR (SEE DETAIL WP07) AT LOWER N05E OF SELF ADHESIVE RIM JOIST FLA5HING MASONRY BLOCK WALL SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR SHEATHING -�� ADHESIVE TO BE APPLIED UNDER FLASHINSELF-ADHERED JA B &HHEAD ASPHALT ADHESIVE THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLANGED WINDOW FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND SEE DETAIL DOW REFER TO TECHNICAL / .............>:>::»;:``' si>ss:<k>s OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICALSCORED COMPATIBILITY %» RELEASE PAPER SELF -ADHERED FLASHING N .. SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6N RELEASE PAPER EXPOSE `� ° BOTTOM OF FROM ADHESIVE AS SHOWN) THRESHOLD SECTION -A (SEE ° DETAIL WP02) N � SELF -ADHERED FLASHING O/ ` SELF -ADHERED NAILING FLANGE FLASHING O DO NOT FLASH OVER SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM (NATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANTWALL SHEATHING CONT. GALV. "L" TEXTURED, PAINTED EXTEND MIN. OF 6" �j FLASHING PER OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A BY PLAN D ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF LOCATIONS) Al ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6" •..;..,.7.,,,; :•; :,• , • _ FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER DIVERTER MANUFACTURES N FLASHING ;;;:i:.f:,,.: J:';;>:::.". SEALANT i:. SPECIFICATIONS s° ;:;;,, ~`.': OVER ROOF :, ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING wiTAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH a•° OVER ROOF SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE SHINGLE: PER ROOF o� CONTRACT FLASHING METAL DRIP EDGE BE UNDER UNDERLAYMENT F CAULKING ROOF EAVES vo �00 O R�PyMEN� \ No �Pe TYPICAL ROOF TO q o 2 'QccggTTO,c ycNG°ARSE c ARSE a°°��� RSE \ WALL FLASHING DETAIL RAKE METAL DRIP EDGE 29' TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT 14" 2 FIGURE 2: WALL- FINISH WATERPROOFING SHNGLERD GABLE ENDS 7 FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TOU S EIN 5TH ABOUT 3/4" IF NO DRIP EDGE IS USED. EXTEND MIN. 6" ABOVE FLASHING DO NOT NAIL WITHIN 6" O EMBED EACH SHINGLE INA 2" 6 T0.12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN PER CEMENT. SPEC'S. 6" HIGH DIVERTER 6°001 CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV.'L' FLASHING TYPICAL. TRIMMED SHINGLE ROOFING FELT GUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 3 CEMENT PLASTER OVER BLOCK 1ST FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH Z-ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 / BUILDING PAPER 7/16" 0,S°B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 718" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH w Lo EXTERIOR " SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING -�� ADHESIVE TO BE APPLIED UNDER FLASHINSELF-ADHERED JA B &HHEAD ASPHALT ADHESIVE THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLANGED WINDOW FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND SEE DETAIL DOW REFER TO TECHNICAL / .............>:>::»;:``' si>ss:<k>s OR EQUAL WEATHER PROOF CAULKING LETTER ON CHEMICALSCORED COMPATIBILITY %» RELEASE PAPER SELF -ADHERED FLASHING N .. SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6N RELEASE PAPER EXPOSE `� ° BOTTOM OF FROM ADHESIVE AS SHOWN) THRESHOLD SECTION -A (SEE ° DETAIL WP02) N � SELF -ADHERED FLASHING O/ ` SELF -ADHERED NAILING FLANGE FLASHING O DO NOT FLASH OVER SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING BOTTOM NAILING (SEE DETAIL WP07) ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM (NATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANTWALL SHEATHING CONT. GALV. "L" TEXTURED, PAINTED EXTEND MIN. OF 6" �j FLASHING PER OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A BY PLAN D ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF LOCATIONS) Al ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE 6" •..;..,.7.,,,; :•; :,• , • _ FLASHING W/ TAR VERTICAL RISE OF FLASHING AT KNEEWALL CONT. GALV. "L" FLASHING PER DIVERTER MANUFACTURES N FLASHING ;;;:i:.f:,,.: J:';;>:::.". SEALANT i:. SPECIFICATIONS s° ;:;;,, ~`.': OVER ROOF :, ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS &ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING wiTAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES SPECIFICATIONS EXTERIOR WALL FINISH a•° OVER ROOF SHINGLES W/ TAR HOLD EXTERIOR FINISH 2" ABOVE SHINGLE: PER ROOF o� CONTRACT FLASHING METAL DRIP EDGE BE UNDER UNDERLAYMENT F CAULKING ROOF EAVES vo �00 O R�PyMEN� \ No �Pe TYPICAL ROOF TO q o 2 'QccggTTO,c ycNG°ARSE c ARSE a°°��� RSE \ WALL FLASHING DETAIL RAKE METAL DRIP EDGE 29' TO BE OVER 5 EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENTAT 14" 2 FIGURE 2: WALL- FINISH WATERPROOFING SHNGLERD GABLE ENDS 7 FIRST STARTER SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TOU S EIN 5TH ABOUT 3/4" IF NO DRIP EDGE IS USED. EXTEND MIN. 6" ABOVE FLASHING DO NOT NAIL WITHIN 6" O EMBED EACH SHINGLE INA 2" 6 T0.12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN PER CEMENT. SPEC'S. 6" HIGH DIVERTER 6°001 CUT 2" DIAGONALLY OFF FLASHING UPPER CORNER OF GALV.'L' FLASHING TYPICAL. TRIMMED SHINGLE ROOFING FELT GUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN - ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 3 CEMENT PLASTER OVER BLOCK 1ST FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH Z-ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 / BUILDING PAPER 7/16" 0,S°B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 718" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED • w Lo K ro 150 STATE S KEET EAST OUXMAR, FLOMA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DUNWER- - EST. 1994 o� a C DcoN; 0 z O�M J L N j > J N INSTALL BOTTOM EDGE OF Lm O 0 LL C) L L.. � 0 ro= v°Un o -j Coo \� U, (D o) t00 00 Z 'D v JOB NUMBER 27002.220 CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED • w Lo DAVIS BEWS DESIGN GROUP 150 STATE S KEET EAST OUXMAR, FLOMA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DUNWER- - EST. 1994 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED w Lo _"00 0 z J � a INSTALL BOTTOM EDGE OF C WEEP SCREED 1" BELOW C) L L.. � FINISH FLOOR Ln SELF -ADHERED FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. TITLE • FLASHING DETAILS • SHEET • --------- DAVIS BEWS DESIGN GROVP GF.I. G.C. VERIFY: LOCATION AND PRE -WIRE FOR PLUMBING ROUGH -IN ONLY ELECTRICAL. ROUGH -IN ONLY GAS ROUGH -IN ONLY AT OUTDOOR KITCHEN W.P. GF.I. 1 Y-6"64" A/C 1 13141164" A/C 1 PAD (SEE MECH. PAD (SEE MECH. 1 CONTRACTOR I 1CONTRACTOR FOR LOC.) I I FOR LOC.) L -___J L-- -J A/C DISCONN. STD, LIGHT OPT. FAN LANAI FAMILY ROOM W/ PAN OPT. / \ / INTERCONNECT UP TO UP TO / IN WALL WIRE PAN/ LIGHT CANS / � CHASE TUBE \ WALL MOUNT AT 8'-8" CAT 6 OUCH -IN R / FOR OPT. / FANLIGHT I II\> I MASTER SUITE . c� OF WINDOWS DAVIS BEWS DESIGN GROVP PENDANT X 0 w (VERIFY \ LOCATION) DINING 0 U, 0 j ll .LIGHT �M.BATH _ � J ROUGH -IN DEN FOR POR OPT. FAN/LIGHT 0 1 VENT HOOD AND W.P. GF.I. FOR ELECTfRICAL < MICROWAVE MICRO TO EXTERIOR T.UEx. SERVICE OUTLET X14" COACH DUPLEX CONVENIENCE OUTLET LIGHT I DUPLEX OUTLET ABOVE COUNTER GF.I. WEATHERPROOF DUPLEX OUTLET ELEC. 2mm AMP " 8 4 T 8.P. PANEL aAT 4 .F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET — — — — — — — — _ { HALF -SWITCHED DUPLEX OUTLET 50 GAL. (-� /EO'� �'Q� i I gp SPECIAL PURPOSE OUTLET O1 WPI. I G.C. VERIFY \ DUPLEX OUTLET IN FLOOR 1 I I i GARAGE DOOR 220 VOLT OUTLET TRANSMITTER m WALL SWITCH KEY TOUCH PAR I –G.F.I... S THREE-WAY SWITCH H ,O AT 48 GARAGE I 110K\ 14 FOUR-WAY SWITCH � � $p DIMMER SWITCH G.F.I.ITCHEN .I. / I 1 1 I I I �- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE AT 34" ,-� /I 1 1 WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN _ J I .C. *=— TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FANLIGHT COMBINATION /FOYER \ ( ELECTRIC DOOR OPERATOR (OPTIONAL) \ PUSHBUTTON FOR 1 / [] CHIMES (OPTIONAL) GD. OPENER I p PUSHBUTTON SWITCH (OPTIONAL) PENDANT I L — — — — — — — — C(� CAIN MONOXIDE DETECTOR (VERIFY LOCATION) I G.F.I. COACH sD SMOKE DETECTOR. AT 48" LIGHT sD SMOKE / CARBON MONO. COMBO DETECTOR 1 \\ PQ TELEPHONE (OPTIONAL) Wpi 1 M TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER r ENTRY ( ELECTRIC PANEL 220 Y.icat 6 PW x'01 i / -� DISCONNECT SWITCH 1— GF.i. I c®SPEAKER (OPTIONAL) G.Fi � / ROUGH -IN FOR OPT. CEILING PAN 1 � � I� J UTIL. G J CEILING ODPPNCE plus FANr LIGHT FIXTURE W/ HORIz NOTES- -DIRECT VENT DRYER MAKE-UP THRU EXT. WALL LIGHT I .PROVIDE AND INSTALL GROW FAULT CIRCUIT -INTERRUPTERS (GF.I.) A$ INDICATED G.C. VERIFY ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. UNIVESRAL SECURITY CAMERA G.C. VERIFY 2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE EXTERIOR GRI. OUTLET FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" GL. VERIFY TELEPHONE.. J411 (UNLESS ABV COUNTERTOP) OUTLET IN NON WET AREA TELEVISION.. 1411 MAIN DISCONNECT— METER COMBO - SQUARE D REFER TO FLOOR PLAN FOR NOTED MAIN DISC. AMPS. REQUIRED UNDERGROUND SERVICE BY POWER COMPANY 4/0 ALU. CABLE A/C DISC. TYP. N AND M2 COPPER INSIDE LIGHTS AND OUTLET PANEL +gym COPPER TO WATER HEATER S COPPER TO 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. GL. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * * 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 TO S 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GPL.i. PROTECTED (GF -1)6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL RANGE ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, NE.C, 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUWING 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 1 \ A M SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE DIAL BATTERY BACKUP COMBINATION SMOKE/CARBON MONOXIDE ALAR'15 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MAIN FLOOR ELECTRICAL PLANA,xn GGE RIGHT • JOB NUMBER 27002.220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED 10 0 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX VM W.DAVLSBEW&COM TAMPA • IJENVER. X 0 w i� 0 _j 0 U, 0 j o� L >>J� 6 L ooLL 00 � 5.0 Jim O b V. ro c 0 4 J CD 7� 00 Z N 01 • JOB NUMBER 27002.220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED 10 0 V) CD Lnw O 0 z m O z (1) O rie = O o 0� rt4l) >7 2585 • TIT—�� • MAIN FLOOR ELECTRICAL PLAN lie • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.975.1800 FAX VM W.DAVLSBEW&COM TAMPA • IJENVER. a EST.1994 <�— V) CD Lnw O 0 z m O z (1) O rie = O o 0� rt4l) >7 2585 • TIT—�� • MAIN FLOOR ELECTRICAL PLAN lie • SHEET • MWINIL. MAKE-UP LIGHT -114 - MAKE -UP LIGHT GC. VERIFY ALL SMOKE DETECTORS TO BE HARD -WILD DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER OliP. WEATHERPROOF DUPLEX OUTLET F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) car CAIN MONOXIDE DETECTOR so SMOKE DETECTOR sc SMOKE / CARBON MONO, COMBO DETECTOR { q TELEPHONE (OPTIONAL) v TELEVISION (OPTIONAL) O THERMOSTAT ELECTRIC METER Am ELECTRIC PANEL ..� DISCONNECT SWITCH SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v J <\ � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 4211 OUTLET$ ..... 1411 TELEPHONE ... 1411(UNLESS ABV COUNTERTOP) TELEVISION.. 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.1. DEVICE AND TAMPER -PROOF RECEPTACLES LER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL -CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAWS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT4,B JOB NUMBER 27002.220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED K 2 •DENVER EST. 1994 �. r0 U0Loo 0 _j 0CO 1 W � N 6 �oLL • 0 C b V�N oo ro°' i Jc T o o ZNL0 JOB NUMBER 27002.220 • CAD FILE NAMELOT 303 TB ISSUED 06-09-17 REVISED no 0Ln W Y 0 0 z m0 Z (n DC � O � = O o � M0>= 0 DAVISEWS DILVIS BEWS DESIGN GROUP' 150 STATE STREET EAST OLL�SINAR, FLORIDA 34677 813. 92.5.1300 TQ.. 813.925.1800 FAX WWW.GAVISBEW5.COM TAMPA r��uu�roru 25$5 TI TLE • • UPPER FLOOR ELECTRICAL PLAN I� • SHEET • • •DENVER EST. 1994 �. no 0Ln W Y 0 0 z m0 Z (n DC � O � = O o � M0>= 0 DAVISEWS DILVIS BEWS DESIGN GROUP' 150 STATE STREET EAST OLL�SINAR, FLORIDA 34677 813. 92.5.1300 TQ.. 813.925.1800 FAX WWW.GAVISBEW5.COM TAMPA r��uu�roru 25$5 TI TLE • • UPPER FLOOR ELECTRICAL PLAN I� • SHEET • • METAL COATINGS FOR USE WITH PRESSURE l REA I EU WUUU IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS,GENERALNOTES METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL A) FLOORS = 15 PSF B)BALCONIES = 15 PSF nn X DRAWINGS RAnIS INDEX F'OUNDA'TIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1 MINIMUM TREATED WITH MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM COATING NGSODIUM BORATE(SBX): CONNECTORS SHALL BEA BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE DATE RISK CATEGORY 11 SHEET SHEET TITLE S1 STRUCTURAL NOTES TERMITE TREAT'MEN'T (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPGFT S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 2/7/2017 O S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING P LAN S5 LINTEL PLAN SD 1 FOUNDATION DETAILS SD2 GENERAL DETAILS S D3 GENERAL DETAILS S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS' 2 3/1/2017 SD5 TWO STORY i DETAILS SD6 TWO STORY DETAILS ST1 STAIR DETAILS - 22.0 UPDATES DATES 9'-0" x 7'-0" SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF WIND SPEED (ULTIMATE) 139 mph NUMBER DATE RISK CATEGORY 11 DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF Z WIND PRESSURE & SUCTION EFFECTIVE (PSF) UPDATED PLAN TO INCLUDE ELEV C W/ BFS CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF - VALUE DENOTES SUCTION 1 2/7/2017 O TRUSSES PER LOT TB -296 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD/ 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF 10 - 22.9 - 28.3 e`® P� (+) 20.2 (+) 20.2 20 (-) 22.0 UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS (+) 19.0 2 3/1/2017 (-) 23.9 BFS TRUSSES PER LOT TB -148 (+) 18.0 -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA (+)18.4 + (-) 20.9 UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 4 4 aI 3 3/2/2017 STANDARD DESIGN PRESSURE NOTES TRUSSES PER LOT TB -191 FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 4 3/15/2017 TRUSSES PER LOT TB -290 WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP &BOTTOM OF WALL; REBAR 12d TOENAILS EACH END POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10,4' MAX AND 8. NOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC, STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4, THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Win' U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc I = 450 Fc j = 900 Fc 1= 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE, EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/74" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT, BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 Z WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (") VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 e`® P� (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 LL (+) 19.0 (+) 19.0 50 (- 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 J✓ a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q z 0 CL ry W 0 110 o� O a y N U w M• � o O p 0 z X09 C) �4 O � Q V VJ W z 65 :11� g x O W S •- Z 06 WzMa 0Q3 Z ..... o� �'E "1X6.1 V 4t L: Z J Q o W W Cn .rq a o Z O c u H Zz0 O �a W LO 0 Occp N W H OW z G'W-jo0 O N F- CL STRUCTURAL ENG: CFG / BAD DRAFTING j -STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 S1 Ln 00 Lo LL 400 Z 0 Qe J`,, r. ac • <t w �. V - of z C0 _V J �► iii '. 6- •. .'. W i 4 ® •°! .�' ted, e`® P� O s��sillaioIt e` LL o� O a y N U w M• � o O p 0 z X09 C) �4 O � Q V VJ W z 65 :11� g x O W S •- Z 06 WzMa 0Q3 Z ..... o� �'E "1X6.1 V 4t L: Z J Q o W W Cn .rq a o Z O c u H Zz0 O �a W LO 0 Occp N W H OW z G'W-jo0 O N F- CL STRUCTURAL ENG: CFG / BAD DRAFTING j -STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 S1 A/C PAD I I A/C PE FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 300OPSI 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 CURRENT CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 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 SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN.. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W Q z O 1— U W W I) � li 9i1 it ,` rrrroerr•e 0 y V e Y m �J F- �•Z O: Q O Z .. rr•rsrrrrrr .41 er rr Q >- O LL THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAST ,. \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE O O Zk M STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND ,,, Jz N FOOTING SIZES PENDING DEPTH OF STEMWALL.& U p" o FOOTING SCHEDULE pQ ° o 0 O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. Z WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z�G WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. • BARS & 3" MIN, COVER TO EDGE OF CONC. O� O28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ^ M BARS & 3 MIN. COVER TO EDGE OF CONC. Q 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7 8> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. (D J WAY MIN. 2' HORIZ, CLEARANCE BETWEEN MIN (5) # 5 E.W. c � � r BARS & 3" MIN. COVER TO EDGE OF CONC. x n W 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. o p Vj a n 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z z M BARS & 3" MIN. COVER TO EDGE OF CONC. .� z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O z O F WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. �.. BARS & 3" MIN. COVER TO EDGE OF CONC. J gig r 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Q O g 8 D �F <8> .5 WAY MIN. 2 MIN HORIZ. CLEARANCE BETWEEN O # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC.Q Z Q 60"x60"x16" dp w/#5's EQUALLY SPACED EA. U < O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. o LU Z) SYMBOLS LEGEND 0 0 I— U. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. ~ W TO TIE BEAM (6-8" O.C. MAX U.N.O.). Lij • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) TO TIE BEAM. V m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Old #5 CONT. FT.G TO TIE BEAM. Q 0 O M 11 � (~7 M s. ZJ4 Q W 0 000 L N m I-- Uj L) 00 O Q Ia•�F=— STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 ---------._--- _--------- - SCALE. AS INDICATED - — —....... .... .... --- - DATE: 06/14/17 FOUNDATION PLAN_ ,1_ , ,, 1 /4 1 -0 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. _. _.. ... .... ri e" 7. n" SYMBOLS LEGEND 1 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT: FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). D • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z O 1 -- CL (1) #5 @ TOP, BOTTOM W r &@24"O.C. VERTICALLY BETWEEEN COLUMN & cQii `®o® o0111111ddd MAIN HOUSE CMU 00 oo 00 i L- 0 V1ii .0 1 r- O WSJ 0 FILLED CELL .. • LU Q O• Zob PLAN VIEW (1) #5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEEN COLUMN & MAIN HOUSE CMU SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. #5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). NS I i W r cQii `®o® o0111111ddd 00 oo 00 i L- 0 V1ii .0 1 r- O WSJ Q Z .. • LU Q O• Zob 0 k:® 0� 11-1 0 fib' ®•'• ',,'i • • Gni r �e�~ ��®,ddd119111�1® O LL o rA • F a Ua o °Z U ° Q o � Q F— Z z W Fn -4�8* x W �'" n W <z & Vz �RE� < Z A J g � z Z .CL J o < < E J 0_ ¢ W6us J W z 06�� �O �LU LU -`-- U) z O" � � M zZ4 O Cl) Q W 0 0 O ' gN0 0 J z W W F. L) yJ-00 O 0 Iz STRUCTURAL ENG: CFG / BAD DRAFTING: ' STRUCT: DJ QC CHECK: CC -- JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 WEL PLACEMENT PLAN 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. 00 J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 WALL LEGEND W Q = 9'4" T.O.M. = INTERIOR/EXTERIOR 1� BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. Z O ry U C7 W 0 W W 111 -44 Lo (}V00 h 0. p � s �r J O • Z Co f1J CC e Q w" "� � Z 1W r I< Di Z ,= fn U 0 Q ®• Co O J • s s�o'®®s®1111111®` Q V Q O OO o1�6 m Jla,� N U A' MM o F� O C o g • z4 m Q z I z n- (D u �5�fi8 � z W �,iz z 0Cq 6 dz /� w V ' F-.. ry U)G � E LL O �<gwE " Q W O z © H H W _ U) Cnr. .�....�.. a o Z o F- u � M I- ZJO Uj tIa Q 0 00 202 I- 0Z gLU 0 0 p F�l=- CL STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 06/14/17 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, S4 0 1 /AIN V/'1r[V IDC/'1R11 4%0 V Vr.%L.L- VVI i i I [%%., I 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" BELOW LOWEST SLAB ELEVATION AT STEP) 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"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED S" 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 1S NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14, AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A a" 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. NAIL SCHEDULE ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER NOTES. .131 " x �2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER NOTES. .148" x 34' ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES, .113" x 22" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER NOTES. INDICATED, ENGINEERED LUMBER COLUMN PER STRUCTURAL O7x7 COVER NOTES. BEING ATTACHED TO. 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER NOTES. (1)ply 1985 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER NOTES. 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 44: ABU44 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131 " x �2" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 22" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(lb) SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR FRAME TO CMU 1450 1450 1 El META20 w/(7) 1 O x 12" NAILS TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 (2)1.75"x9.25" LVL (1)ply 1985 (1)ply 1985 a(1)ply TRUSS (10)1 Od x 12" NAILS FRAME TO CMU (2)ply 1900 (2)ply 1900 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4'x24" TAPCONS H1OAw/(18)1Od x 12" NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS 3 H10A-2 1070 H10A-2 1245 4 HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & RH2.5A w/(1 0)8d FRAME TO FRAME 535 600 R7 MTS 12 w/(14)1Od x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 RMGT w/(22)1 Od s" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 22" NAILS &" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 F 01 HGT-2 w/(16)10d NAILS w/g" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN LTT20B w/(10) 10d NAILS & t" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 18 Efl EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 2 ' NAILS w " EPDXY ANCHOR WSIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10x12' SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS GIRDER TO COL./ BEAN 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 H LTT20B w/(10) 1 Od NAILS & �' 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 5351bs 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 #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR 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, BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP Wl2' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)1 Od NAILS & (14)4"x24" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 H5.5xl 1.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 1 O NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4'x24" TAPCONS 1 4'-0" TO 7'-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR LSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 65.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 63.5x20 (2) 1..75"40" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. 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 Wl2' 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 H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 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 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 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 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION, 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: I ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD, SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. nl0Tt=.q- 1. FLOOR JOIST/TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. 8. SEE DTL, WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND NOTES CONNECTOR LEGEND FLOOR NOTES FOR MORE INFO. 1 1/4"=11-011 COPYRIGHT MCD 2014: The Information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Lu Q O 1jUj 1 IY IM ■ oP41 O N • z o o z° (� o O � z Z 0 1Q L O � Q O c' Q L.L.. O z FI)0 rz x U W Sgiz w06 a��M5§ z (9 � 'fir z z�ia O w �o�g U (D M o<CI E 06W U m1$t4 J Q 0� W TWO W� 0 � a Z M p o 0 M Z 9 0 0 W J Y W)0 0°00 N 1- 0WZ w 11) j. Q 0 0 STRUCTURAL ENG CFG / BAD DRAFTING: -STRICT: DJ QC CHECK: CC JOB No. TM 2171036 SCALE: AS INDICATED DATE: 06/14/17 S4.1 .� �pI ® ®%=�A��o�, Gj�•°° C:.0 tL evy IL 000 r «Z `. O ®o .J aC ° Q Z � ° LU OS Z z v� O� fw U J • •°•Gj�w® 2 Q 4 118611�`®` ` 0. LL oP41 O N • z o o z° (� o O � z Z 0 1Q L O � Q O c' Q L.L.. O z FI)0 rz x U W Sgiz w06 a��M5§ z (9 � 'fir z z�ia O w �o�g U (D M o<CI E 06W U m1$t4 J Q 0� W TWO W� 0 � a Z M p o 0 M Z 9 0 0 W J Y W)0 0°00 N 1- 0WZ w 11) j. Q 0 0 STRUCTURAL ENG CFG / BAD DRAFTING: -STRICT: DJ QC CHECK: CC JOB No. TM 2171036 SCALE: AS INDICATED DATE: 06/14/17 S4.1 J08 Kul X N J10 J11 J11 I I _ STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 I-- 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. C- r EXTERIOR FRAME WALL o SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING --- -- - - - - ' INTERIOR ZONE END ZONE 81-0" 2x4 SPF #1/#2 16 O.C. MAX 16 O.C. MAX W 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ®®�♦® uiLO ,♦ 00 10'-0" 2X4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Gj®••®� � b,�7i� EXTERIOR FRAME WALL NOTES :z ° a: Z N z :w r p; Z - U eCj O de Q y J •. , � 10 :0 ii , � d 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED '®°•. . °°C�®� z TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR is ♦♦ d' °°• •`'' ��� REQUIRED STUD SPACING. ♦;1'®11111 It0% u_ 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE A NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 0 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN T l 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR �"•/ 0 REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS [] ����J♦y 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ^ a o 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO ° FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. MM z 0 ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B � O 4 c� V 0 z Q Im z z ---r w :1P S & rn <5 -e 1 Paw- z�i 75 g a cn Zz� O Q -I E H � LL z O O W W T U) Q � z Oc 11 zZ0 ow W w �L,0 0000 to ■ I ■ . IM 0 iZ w>. p 0 ..."..�. 0 laO -�H ry STRUCTURAL ENG: CFG / BAD DRAFTING: STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE AS INDICATED ROOF FRAMING PLAN DATE: 06114117 NOTE. SEEPAGE 54.1 FOR NOTES AND CONNECTOR LEGEND _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE F LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS AL SHEAR WALL z a w w a H z (D w z O U) CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ' m4 n d• a �. • '4 d' °'° .d .d ed .q BOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 4 ' I ROUGH OPENING PER PLAN . d ° e HOOK PER MD08 A[ A TA ' -� — — -- w Ix O �. lL q O o w J U_ w dm I N- �U d Z M 0 W d� e d .4e dm �.4 4!1 I I ISI °.�. GRADE 40 GRADE 60 BAR SIZE BEND 0 r. LAP SPLICE BEND 0 LENGTH LAP SPLICE 'LEAR OPENING "A"" ° . ° e -SHEAR WALL AT OPENING "B"" ' TYPI AL SHEAR WALL SEGMENT 17/8 �4 7 15 d a j°;s 4 TRANSOM OPENING #4 ' 5 5/8 91/2 m . 3 55/8 121/21 24 11 31/8 4!1 I I ISI TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP, BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 d LAP SPLICE BEND 0 LENGTH LAP SPLICE 'LEAR OPENING "A"" ° . NO -SHEAR WALL AT OPENING "B"" ' TYPI AL SHEAR WALL SEGMENT 17/8 41/4 7 15 21/4 j°;s • •,, TRANSOM OPENING #4 21/2 5 5/8 91/2 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP, BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �- STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" LINTEL W/TRANSOM DETAIL SCALE: 3/4" = T-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 'LEAR OPENING "A"" :.LINTEL PER PLAN ':r.;,...".�: :,;A:�...` ""c"" ..•.. ""A"" "B"" ""c"" "D" ?, 17/8 41/4 7 15 21/4 j°;s • •,, TRANSOM OPENING #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 ' 113/4 FRAME INFILL AROLIkD, 33/4 7 151/21 30 #6 33/4 ' WINDOW BY BUILDER 30 '' �'' 181/2 SEE DOWEL PLAN FOR #7 :' „ .• SEE WF01/SD1 FOR / \ 35 5 1/4 '• 21 3/4 FILLED CELL INFO. MIN. (1) IS REQ'D ON MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T OF #5 REBAR AT TOP MORE INFO 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 O 8RF6-1 B/1T 81-4" 415/235 1152/1152 1694/1552 O 8F8-1B/1TQUANTITY 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR O 8RF14 1 B/1T EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER '-; TURNED SIDEWAYS. ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING MAX. OPENING 4 FT �. •. '''' • HANGER @ EA. END. W/ *: (14) 1/4" x 2-3/4" TAPCONS y ' TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/TRANSOM DETAIL SCALE: 3/4" = T-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 'LEAR OPENING "A"" "B"" ""c"" ,"D" ""A"" "B"" ""c"" "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 24 #5 31/8 7 113/4 25 33/4 7 151/21 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 1 43/8 9 13/16 16 1/2 35 5 1/4 9 13/16 21 3/4 42 am 4 0+ - EMBEDDED U STANDARD 90° HOOK U STANDARD 180° HOOK #3=2%2 #4=2%2" #5=2%2 #6=3 #7=3%" co io w 8'-4" Ilk I 6'-4" I I P / 1 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS 'LEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24 -113/8F24-013 8F32-113/81`32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN, 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-41' 1006 1663/1349 6365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360 / 1631 6036 / 2549 8328 / 3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681 /2698 6472/3685 7'-0" 416 752/699 1843/1625 3486 / 2602 6390/3302 8'4" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/536 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14"-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 18'-8" 0 142/0 598/0 1114/0 1468/0 1, fc PRECAST LINTELS = 3500 PSI. 2, f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510 20'4" 0 18010 598/0 1024/0 1441/0 20'-8" 1 0 145/0 550/0 981/0 1 1376/0 22'-8" 1 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS/FILLED HEADER THE NEXT DEPTH DOWN CLEAR OPENING 8R6 -16/8R6 -OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 T-0" 1230/1230 2769/2769 4085/4086 LINTEL DESIGNATION SCHEDULE 3'-4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T OF #5 REBAR AT TOP 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 O 8RF6-1 B/1T 81-4" 415/235 1152/1152 1694/1552 O 8F8-1B/1TQUANTITY 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART USE THE VALUES FOR O 8RF14 1 B/1T P - NOMINAL HEIGHT 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION O I �,,,� � 81`16-16/17 NOMINAL WIDTH o 0 O8RF14-OB/1T TYPE DESIGNATION E a O OI`l6^ co C� O 8F16 -013/1T 1-1/2" CLEAR U �3J o O 81`20-1B/1T Q e: MM• z o T #5 REBAR AT TOP MIN. (1) REQ'D W U 0 O" 8f20 -013/1T Q Q C.M.U. O 8RF22-16/17 e GROUT rr ll StiCs� K 81`24-1B/1T L6 Z ° #5 REBAR AT BOTTOM OF LINTEL V 9 U ' in CAVITY Z �0 BOTTOM REINFORCING PROVIDED 0�� O 8RF22-0B/1T '�+ Q 7-5/8" ACTUAL IN LINTEL (VARIES) O 81`24-OB/1T 8" NOMINAL WIDTH Qc� � m O 8RF30-16/17 FILLED 0 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-06/17 Q OZ #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -0B/1T U o C7 V Q z C.M.U. 0 8F38 -1 B/1 T t 2 o W � g n O 8F12 -1B/1T z06 z 08 O 8F40 -OB/1T �I`�I` BOTTOM REINFORCING PROVIDED �J 7-5/8" ACTUAL IN LINTEL (VARIES) ^ z O oJ 0 81`8 -06/17 8" NOMINAL WIDTH = a 12 UNFILLED W o E 6'-4" 3'-2"'-8'L L 714" U SAFE LOAD TABLE NOTES I- Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED JZ Z �O 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL o F— .J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. L., 2 2. 0 = NOT RATED. W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LU 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 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 SUPPORT, m.q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT Li 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q I Z 0 C 11 M � OJOO Q W W) 0000N IM O W Z a LLO w �1 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 LINTEL PLAN D08 REBAR SPLICE DETAIL SCALE: 3/4" = l'-0" 1/8"=11-011 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 f1' 1 111 VIII .6 co 1k, 'n 0 COpl « o W :CC V ¢ 0 U p 0 2 ° ® = 4( > Z O 000Y O L - NOMINAL HEIGHT 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION O I �,,,� � 81`16-16/17 NOMINAL WIDTH o 0 O8RF14-OB/1T TYPE DESIGNATION E a O OI`l6^ co C� O 8F16 -013/1T 1-1/2" CLEAR U �3J o O 81`20-1B/1T Q e: MM• z o T #5 REBAR AT TOP MIN. (1) REQ'D W U 0 O" 8f20 -013/1T Q Q C.M.U. O 8RF22-16/17 e GROUT rr ll StiCs� K 81`24-1B/1T L6 Z ° #5 REBAR AT BOTTOM OF LINTEL V 9 U ' in CAVITY Z �0 BOTTOM REINFORCING PROVIDED 0�� O 8RF22-0B/1T '�+ Q 7-5/8" ACTUAL IN LINTEL (VARIES) O 81`24-OB/1T 8" NOMINAL WIDTH Qc� � m O 8RF30-16/17 FILLED 0 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-06/17 Q OZ #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -0B/1T U o C7 V Q z C.M.U. 0 8F38 -1 B/1 T t 2 o W � g n O 8F12 -1B/1T z06 z 08 O 8F40 -OB/1T �I`�I` BOTTOM REINFORCING PROVIDED �J 7-5/8" ACTUAL IN LINTEL (VARIES) ^ z O oJ 0 81`8 -06/17 8" NOMINAL WIDTH = a 12 UNFILLED W o E 6'-4" 3'-2"'-8'L L 714" U SAFE LOAD TABLE NOTES I- Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED JZ Z �O 0 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 SAFE LOADS FOR ALL o F— .J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. L., 2 2. 0 = NOT RATED. W 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LU 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 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 SUPPORT, m.q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT Li 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q I Z 0 C 11 M � OJOO Q W W) 0000N IM O W Z a LLO w �1 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 LINTEL PLAN D08 REBAR SPLICE DETAIL SCALE: 3/4" = l'-0" 1/8"=11-011 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 RG. WALL ABOVE- IF B L IF B (1) #5 FROM FTG. TO HOLD BRG WALL BACK TIE BEAM SPLICE TO 4 � TIE BEAM SPLICE TO e BE MIN. 25" GROUT J -BOLT MIN. 6" BE MIN. 25" GROUT CELL SOLID . CELL SOLID PLAN AND BEARING Q MASONRY WALL q MASONRY WALL SEE PLAN '� SEE PLAN WALL SCHEDULE CONCRETE SLAB PER w CONCRETE SLAB PER R REQ'D FOUNDATION PLAN FOUNDATION PLAN g VARIES a U 1 #5 CONT. w/ 1-1/2" O MIN 4 CONC. SLAB PER SEE PLAN d . n .'4 ° :. I •.I w °° a �. FOUNDATION PLAN COVER TYP. 4• ' d ' �a ' GRADE " 1-1/2 COVER TYP. FOUNDATION PLAN 2 1!4" I — d 4 A O d . a GRADE 0 W z w � . FOUNDATION PLAN 2x P.T. SILL PLATE FOUNDATION a.a a w LU a o- pM g °°CC ° d d I I�IIOM -.4 q.e:1°..••'•aa..°J. I Z II � �° q ...;°d_ I LL §0 I_ III I I n. ° ° � .. ° Y..., 4 � NI - 0— (2) #5 BARS CONT. i I III =III--- I (2) #5 BARS CONT. I I I I ISI = i CLEAN COMPACTED W/ 3" COVER TYP. `' ' '-' ' ' ' CLEAN COMPACTED W/ 3" COVER TYP. 3� COVED' FILL @ 95% STANDARD 3" COVER FILL @ 95% STANDARD 8„ 1, 4„ DENSITY Srr 1'_4" 01 DENSITY 10 --i -- 118" 70, —° WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG W Q SHALL BE 1'4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AFO3�TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" COVER TYP.; AT 3/4"=V-0" OPT. MASONRY CURB 10 @ ELEV. 0'-0" w/ (1) #5 CLEAN COMPACTED 2 -STORY COND. (3) #5 CLEAN COMPACTED CONT. BAR CLEAN COMPACTED '' SLOPED GROUT TO (2) #5 BARS CONT. w/ 3" ° Err 8rr 8rr FILL @ 95 /o STANDARD BARS REQ'D & FTG TO FILL 95% STANDARD @ DRAIN FILL @ 95% STANDARD I OPTIONAL CURB BY DENSITY BE 20" WIDE DENSITY I' BUILDER CONC. SLAB PER CONC. SLAB PER FOUNDATION PLAN 8"x12" THICKENED SLAB w/ (1) #5 CONT. co 2 -STORY COND. (3) #5 FOUNDATION PLAN w/ 3" COVER TYP. 2 -STORY COND. (3) #5 FILL @ 95 /o STANDARD BE 20 WIDE BARS REQ'D & FTG TO DENSITY � W BE 20" WIDE NnN_RFARING SLAB STEP DOWN 41FODOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING `®®�a®v1��"�r/ar er-4 3/4"=1'-0rr VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE 8" W F ..� GRADE W 00 `r l \ \ \ ✓'ve .. q ' -III-III--III— °p L,—I I ••' a. ;.' .� s• (I (—I I ° ° ,rb 4 upos .q�' me mew ` ISI I�I I�I _- _ •1 °q °' .dtl. illl—III ^I � °° A •' �' 44 -- I I I I I III—I I IIT —III I I Iu�—III III F9— "Cd d a • ' 'q ---I e q. •-•— I I— I I _ 8rr 4n I. I 1 I I—I 1•- 141 1 I �- d° . ' . o P q q III=I I =_ -1112 _ _ -= 11= ►Uj � :.. ... .4 4' a —III -III--I I —III—III I w �, .ri.uW !rte 4 qe s.I I _ ' —I I I— }}. . ��� � III III—III—I � '' � I I I 1-1 I F- •— - � .q 71 >IIIIII(2) #5 CONT. w/ 3 MIN. COVER TYP. wC (2).#5 CONT. w/ 3= 1-4r (2) #5 BARS CONT. COVER TYP. rr (2) #5 BENT BARS w/ q 4 W/ 3" COVER TYP. MIN 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" , ' 3/4"=1-0 •#9.9 ' •0.k00 °•• •� � •• r J O 0� ..� Q Z VERIFY W/ DETAILS FOR REQ'D vii W 4 O; Z' V LU •O STEEL AT 2 STORY LOCATIONS V vJ LY •• •• •: ••���4' 0 Z °°MASONRY dtl M SEE PLAN WALL --\, . ' O��'`� 0 CC iso®Bnnoo11 IL CONC. SLAB PER (1) #5 FROM FTG. TO SLOPE a dFOUNDATION PLAN TIE BEAM MIN. 25" 'a #5 CONT. •' PER MFG SPLICE GROUT CELL '4 14 1.1A REINFORCEMENT SEE SOLID PER PLANS Q� 1 4-1 FOUNDATION PLAN d q A4 I' �e .•e.r•�: FOR QUANTITY �• Q 0 ME400M :',:.:P....�'a' ..a rr THRESHOLD PER MFG ° • . d '0 "' �' 046.° �. #5 x 25 x 25 CORNER - q - -co d. BAR, ONE FOR A..Aj .• - - I �+ a �r� `�V . . aI q.'da: HORIZONTAL CONC. SLAB PER vw . . d• U a • °'' , °I REBAR, TYP. U.N.O. FOUNDATION PLAN ` I I_—, U! I—III— I 1=1 I men. we me M.!.. r°I=II I— I Q 4 q d _,^ � � ��, (2) #5 BARS CONT. •4 e ` •4 4 W/ 3" COVER TYP.; @ 1r4r SLOPE 4'.' 2 -STORY CONDITION PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20'r �9�Sti U OR GRADE 1/4" PER WIDE FOOTING z FOOT AWAY FROM 9 CLEAN COMPACTED FILL @ 95% STANDARD 0� BUILDING DENSITY H ELASTOMERIC JOINT FILLER �j� D SILL F1 FOOTING AT INTERIOR BEARING WITH CMU IVIFO FOOTING @ SHOWER AT MASONRY F0 THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL .Iver I TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURE 3/4rr=1'-0" 314"=1' -Orr 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" V J J #5 DOWEL W/ MIN. 6" ..� Z FILLED CELL PER PLAN EMBED, INTO MAIN o (D W ® WOOD POST PER PLAN FOR SIZE AND BASE FOOTING W SIMPSON � � 0 CONNECTION EPDXY @ 12" O.C. �+ Q 06 _ 3/4" _ TOP COURSE TO BE CONCRETE STAIRS AS 0 < REQ'D PER GRADE W/ GARAGE _ CHAIR BLOCKS. 1-112" Z Z MIN (1) #5 BAR @ I- _ _ J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER CLEAR-� FILLED SOLID FOUNDATION PLAN FOUNDATION PLAN NOSING O TOP VIEW 0—CORNER SEE ELEVATION -- Z I" O CMU BASE w/ (1) #5 ° ° ' p°• . .' ®° • �. °`° SEE U WALL VERTICAL @ EACH - - a� .. o = - :' °. ' .�' a{ PLAN Q 4 tlli GARAGE_ t- BEYOND CORNER. SEE FLR. .. --i i I -III- 4 ° 4• � 00 M -I I ° .q M Ci W CONC. SLAB PER PLAN FOR BASE SIZE ° ° e q d '• '' r (2) #5 DIA. BARS @TOP = a 4 ° ° w z -"-� FOUNDATION �, z (2) #5 DIA. BARS @TOP - .. ': , X 77 .. >4° q —I ° 4 a° WHEN MONO DEPTH .� w g ¢ o I"" L O DRIVEWAY BY e' a m 9 WHEN MONO DEPTH -I = .: L '' 20 rr L .�. ` d: to a g k -- PLAN BUILDER- CONCRETE n ¢ EXCEEDS 26 , IF 4 q I— EXCEEDS 26 IF 4 q . 0 OR PAVERS SEE FOUNDATION FOR I -III d i BARS ARENOTRE -III tl q �' �- O PAD SIZE 4 4 : w DEPTH < 26 THESE i - _ �jILLI a' w w BARS ARE NOT REQ'D _ REQ'D - q . •rs ,a.,... 00% 7Mdq�' ; CONC. SLAB OR d > w �� :a .� GRADE _ °I _ • . . d. GRA E 0 w LL PAVERS PER PLAN ^ �. , q4 O #3 STIRRUPS @ 48 III _ _I I , #3 STIRRUPS @ 48 a4 4 d O.C. WHEN MONO �.' _ _ z� O.C. WHEN MONO = I=I ' 4 III=I I - -- Co d ', a ' '.°_ -I • z DEPTH EXCEEDS 26", -_ —I I I=I I - � e � ' 4 ., � .. . d .' q• DEPTH EXCEEDS 26 r - � rr ,r CLEAN COMPACTED CV rr I I �= ,4..� a�.'.'J°'. I I I- N 20"x8" I — - I - I - s ' „ a : I IF DEPTH < 26 THESE =III = I ��;'� III -I I IF DEPTH < 26 THESE =1 FILL @ 95% STANDARD - �; A 4'd . e - BARS ARE NOT REQ'D L_ ". _ BARS ARE N07 REQ'D -I a":' - _ THICKENED III—I (�I , I I I - - - _ i , I_ I- A� —III—III—I I I I—' DENSITY _ _ — _ EDGE W/ (2) #5 -I 11-4 d a.. L�< ... :r� -I -III-- CLEAN COMPACTED (2) #5 BARS CONT. W/ ; , I I , ; , I I r I CLEAN COMPACTED CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED °.. ° '' d ° . °. ' . " - (2) #5 BARS CONT. W/ 1 ' 1'-4" FILL 95% STANDARD 3" COVER TYP. FILL 95% STANDARD _{--- I- 3rr COVER TYP. @ 1 -4 @ -�d FILL @ 95% STANDARD 1= '"�'r"r"�"jj'�'^^I" -I DENSITY 01 DENSITY DENSITY DG GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN AF2Z�DEEP MONOLITHIC FOOTING OF21�DEEP MONOLITHIC FOOTING W/ STAIR 'Q F1 THICKENED EDGE 3/4"=1'-0" 3/4"=1' -Orr �' M 3/4"=1'-0" 3/4"=1'-0" 0 11 TOP (2) #5 x 4'-0"PVC OR SCH40 SLEEVE Z Z 0 CENTERED AT PIPE J J PENETRATION 0 W - d 4 — W a. d 4.. OCQ� 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - a ° = I W Ln 0 1 FINISH PER ELEV. CENTERED AT PIPE I - `-III 0 oo O 8" C.M.U. FINISH PER PENETRATION I I_—I I ( I — ��' N CONC. SLAB PER � FOUNDATION PLANFINISH FLOOR ELEV. -I - - I=00 4 I I - FINISH FLOOR W PENETRATING ' -I I= -III=III=I I ( I=I I- w >. O O . RADE PIPE PENETRATING PIPE - ( I SEE FDN. 0 I I Q = N a H — 4 —, .'.:. '>: : •. .d •a 4 —I I PLAN FOR LOOP TIE (TYP.) c, — -- _ °a :d '° d _- SIZE & REINF. — z + ' + • '.. PIPE PERPENDICULAR TO FND `I_- — M '.• '° �° ' ' _ _ —I I —III— STRUCTURAL ENG: CFG /BAD 11 PVC SLEEVE MIN. -11 I --I=II = - FOOTING PER PLAN _ - -ED _ � z .- � � I -I I= - I= =III I I I A I I I _ - -- DIAMETER TO BE 2 —I 11-1 I I- �' I -III -I I I =_ DRAFTING PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I I I I =-I I I THAN THE FILL @ 95% STANDARD _III= = SEEOR SIZE PLAN =I I CHEC-STRK: : DJ THAN GPIPE (SIDE VIEW) DENSITY QC CHECK: CC i I I I I I I_ & REINF. III I JOB No. f - TM - 2171036 (FRONT VIEW) PVC SLEEVE " — SCALE: As INDICATED PIPE VERTICAL THRU FDN DATE: 06/14/17 F1 TYPICAL FOUNDATION PENETRATIONS NOT USED 1SD 3/4"=1'-0" r.nPVRIr,NT Mr:n 9014- 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 express sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. RG. WALL ABOVE- IF B L IF B HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W I- J -BOLT MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW w CONC. SLAB PER 1 #5 CONT. w/ 1-1/2" O MIN 4 CONC. SLAB PER a FOUNDATION PLAN COVER TYP. " 1-1/2 COVER TYP. FOUNDATION PLAN 2 1!4" I CONC. SLAB PER g CONCRETE SLAB PER PLAN z w � 2x PT SILL PLATE FOUNDATION PLAN 2x P.T. SILL PLATE FOUNDATION a.a a w LU a o- ° d -.4 q.e:1°..••'•aa..°J. :.'S,•II �'•.. �, e° .y e. •..�.° ' Z ••�° I I n. ° ° - .._...— .. ° Y..., 4 � -I I—I--I NI - 0— A .q ,. '• I_" I —III --I I TI I—WII I rI i II -I I I1 I I -I III—III I --i -- 118" I —° (2) #5 BARS CONT. w/ 3" III I I� W Q 16" COVER TYP.; AT 81' 8" 8" 10 W CLEAN COMPACTED 2 -STORY COND. (3) #5 CLEAN COMPACTED CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" ° Err 8rr 8rr FILL @ 95 /o STANDARD BARS REQ'D & FTG TO FILL 95% STANDARD @ FILL @ 95% STANDARD z COVER TYP.; AT DENSITY BE 20" WIDE DENSITY DENSITY (2) #5 BARS CONT. w/ 311 co 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED o BARS REQ'D & FTG TO rr _._ 2 -STORY COND. (3) #5 FILL @ 95 /o STANDARD BE 20 WIDE BARS REQ'D & FTG TO DENSITY � W BE 20" WIDE NnN_RFARING SLAB STEP DOWN 41FODOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING `®®�a®v1��"�r/ar er-4 3/4"=1'-0rr VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE 8" W F ..� GRADE W 00 `r l \ \ \ ✓'ve .. q ' -III-III--III— °p L,—I I ••' a. ;.' .� s• (I (—I I ° ° ,rb 4 upos .q�' me mew ` ISI I�I I�I _- _ •1 °q °' .dtl. illl—III ^I � °° A •' �' 44 -- I I I I I III—I I IIT —III I I Iu�—III III F9— "Cd d a • ' 'q ---I e q. •-•— I I— I I _ 8rr 4n I. I 1 I I—I 1•- 141 1 I �- d° . ' . o P q q III=I I =_ -1112 _ _ -= 11= ►Uj � :.. ... .4 4' a —III -III--I I —III—III I w �, .ri.uW !rte 4 qe s.I I _ ' —I I I— }}. . ��� � III III—III—I � '' � I I I 1-1 I F- •— - � .q 71 >IIIIII(2) #5 CONT. w/ 3 MIN. COVER TYP. wC (2).#5 CONT. w/ 3= 1-4r (2) #5 BARS CONT. COVER TYP. rr (2) #5 BENT BARS w/ q 4 W/ 3" COVER TYP. MIN 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" , ' 3/4"=1-0 •#9.9 ' •0.k00 °•• •� � •• r J O 0� ..� Q Z VERIFY W/ DETAILS FOR REQ'D vii W 4 O; Z' V LU •O STEEL AT 2 STORY LOCATIONS V vJ LY •• •• •: ••���4' 0 Z °°MASONRY dtl M SEE PLAN WALL --\, . ' O��'`� 0 CC iso®Bnnoo11 IL CONC. SLAB PER (1) #5 FROM FTG. TO SLOPE a dFOUNDATION PLAN TIE BEAM MIN. 25" 'a #5 CONT. •' PER MFG SPLICE GROUT CELL '4 14 1.1A REINFORCEMENT SEE SOLID PER PLANS Q� 1 4-1 FOUNDATION PLAN d q A4 I' �e .•e.r•�: FOR QUANTITY �• Q 0 ME400M :',:.:P....�'a' ..a rr THRESHOLD PER MFG ° • . d '0 "' �' 046.° �. #5 x 25 x 25 CORNER - q - -co d. BAR, ONE FOR A..Aj .• - - I �+ a �r� `�V . . aI q.'da: HORIZONTAL CONC. SLAB PER vw . . d• U a • °'' , °I REBAR, TYP. U.N.O. FOUNDATION PLAN ` I I_—, U! I—III— I 1=1 I men. we me M.!.. r°I=II I— I Q 4 q d _,^ � � ��, (2) #5 BARS CONT. •4 e ` •4 4 W/ 3" COVER TYP.; @ 1r4r SLOPE 4'.' 2 -STORY CONDITION PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20'r �9�Sti U OR GRADE 1/4" PER WIDE FOOTING z FOOT AWAY FROM 9 CLEAN COMPACTED FILL @ 95% STANDARD 0� BUILDING DENSITY H ELASTOMERIC JOINT FILLER �j� D SILL F1 FOOTING AT INTERIOR BEARING WITH CMU IVIFO FOOTING @ SHOWER AT MASONRY F0 THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL .Iver I TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURE 3/4rr=1'-0" 314"=1' -Orr 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" V J J #5 DOWEL W/ MIN. 6" ..� Z FILLED CELL PER PLAN EMBED, INTO MAIN o (D W ® WOOD POST PER PLAN FOR SIZE AND BASE FOOTING W SIMPSON � � 0 CONNECTION EPDXY @ 12" O.C. �+ Q 06 _ 3/4" _ TOP COURSE TO BE CONCRETE STAIRS AS 0 < REQ'D PER GRADE W/ GARAGE _ CHAIR BLOCKS. 1-112" Z Z MIN (1) #5 BAR @ I- _ _ J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER CLEAR-� FILLED SOLID FOUNDATION PLAN FOUNDATION PLAN NOSING O TOP VIEW 0—CORNER SEE ELEVATION -- Z I" O CMU BASE w/ (1) #5 ° ° ' p°• . .' ®° • �. °`° SEE U WALL VERTICAL @ EACH - - a� .. o = - :' °. ' .�' a{ PLAN Q 4 tlli GARAGE_ t- BEYOND CORNER. SEE FLR. .. --i i I -III- 4 ° 4• � 00 M -I I ° .q M Ci W CONC. SLAB PER PLAN FOR BASE SIZE ° ° e q d '• '' r (2) #5 DIA. BARS @TOP = a 4 ° ° w z -"-� FOUNDATION �, z (2) #5 DIA. BARS @TOP - .. ': , X 77 .. >4° q —I ° 4 a° WHEN MONO DEPTH .� w g ¢ o I"" L O DRIVEWAY BY e' a m 9 WHEN MONO DEPTH -I = .: L '' 20 rr L .�. ` d: to a g k -- PLAN BUILDER- CONCRETE n ¢ EXCEEDS 26 , IF 4 q I— EXCEEDS 26 IF 4 q . 0 OR PAVERS SEE FOUNDATION FOR I -III d i BARS ARENOTRE -III tl q �' �- O PAD SIZE 4 4 : w DEPTH < 26 THESE i - _ �jILLI a' w w BARS ARE NOT REQ'D _ REQ'D - q . •rs ,a.,... 00% 7Mdq�' ; CONC. SLAB OR d > w �� :a .� GRADE _ °I _ • . . d. GRA E 0 w LL PAVERS PER PLAN ^ �. , q4 O #3 STIRRUPS @ 48 III _ _I I , #3 STIRRUPS @ 48 a4 4 d O.C. WHEN MONO �.' _ _ z� O.C. WHEN MONO = I=I ' 4 III=I I - -- Co d ', a ' '.°_ -I • z DEPTH EXCEEDS 26", -_ —I I I=I I - � e � ' 4 ., � .. . d .' q• DEPTH EXCEEDS 26 r - � rr ,r CLEAN COMPACTED CV rr I I �= ,4..� a�.'.'J°'. I I I- N 20"x8" I — - I - I - s ' „ a : I IF DEPTH < 26 THESE =III = I ��;'� III -I I IF DEPTH < 26 THESE =1 FILL @ 95% STANDARD - �; A 4'd . e - BARS ARE NOT REQ'D L_ ". _ BARS ARE N07 REQ'D -I a":' - _ THICKENED III—I (�I , I I I - - - _ i , I_ I- A� —III—III—I I I I—' DENSITY _ _ — _ EDGE W/ (2) #5 -I 11-4 d a.. L�< ... :r� -I -III-- CLEAN COMPACTED (2) #5 BARS CONT. W/ ; , I I , ; , I I r I CLEAN COMPACTED CONTINUOUS 1'-8" 3" COVER TYP. CLEAN COMPACTED °.. ° '' d ° . °. ' . " - (2) #5 BARS CONT. W/ 1 ' 1'-4" FILL 95% STANDARD 3" COVER TYP. FILL 95% STANDARD _{--- I- 3rr COVER TYP. @ 1 -4 @ -�d FILL @ 95% STANDARD 1= '"�'r"r"�"jj'�'^^I" -I DENSITY 01 DENSITY DENSITY DG GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN AF2Z�DEEP MONOLITHIC FOOTING OF21�DEEP MONOLITHIC FOOTING W/ STAIR 'Q F1 THICKENED EDGE 3/4"=1'-0" 3/4"=1' -Orr �' M 3/4"=1'-0" 3/4"=1'-0" 0 11 TOP (2) #5 x 4'-0"PVC OR SCH40 SLEEVE Z Z 0 CENTERED AT PIPE J J PENETRATION 0 W - d 4 — W a. d 4.. OCQ� 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - a ° = I W Ln 0 1 FINISH PER ELEV. CENTERED AT PIPE I - `-III 0 oo O 8" C.M.U. FINISH PER PENETRATION I I_—I I ( I — ��' N CONC. SLAB PER � FOUNDATION PLANFINISH FLOOR ELEV. -I - - I=00 4 I I - FINISH FLOOR W PENETRATING ' -I I= -III=III=I I ( I=I I- w >. O O . RADE PIPE PENETRATING PIPE - ( I SEE FDN. 0 I I Q = N a H — 4 —, .'.:. '>: : •. .d •a 4 —I I PLAN FOR LOOP TIE (TYP.) c, — -- _ °a :d '° d _- SIZE & REINF. — z + ' + • '.. PIPE PERPENDICULAR TO FND `I_- — M '.• '° �° ' ' _ _ —I I —III— STRUCTURAL ENG: CFG /BAD 11 PVC SLEEVE MIN. -11 I --I=II = - FOOTING PER PLAN _ - -ED _ � z .- � � I -I I= - I= =III I I I A I I I _ - -- DIAMETER TO BE 2 —I 11-1 I I- �' I -III -I I I =_ DRAFTING PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN I I I I =-I I I THAN THE FILL @ 95% STANDARD _III= = SEEOR SIZE PLAN =I I CHEC-STRK: : DJ THAN GPIPE (SIDE VIEW) DENSITY QC CHECK: CC i I I I I I I_ & REINF. III I JOB No. f - TM - 2171036 (FRONT VIEW) PVC SLEEVE " — SCALE: As INDICATED PIPE VERTICAL THRU FDN DATE: 06/14/17 F1 TYPICAL FOUNDATION PENETRATIONS NOT USED 1SD 3/4"=1'-0" r.nPVRIr,NT Mr:n 9014- 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 express sed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. n 1. MIN. (6)1/2"x5" TITEN HD W/ 3-1/2" MIN, EMBED, (2) 2x TOP PLATE W/ 2. MIN. (6)1/2" ASTM F1554, Gr, 36 (OR BETTER) THREADED ROD Wl (3) 12d END NAILS TO LAST STUD SYP #2 CENTER T 12 P 6 PROVIDE STANDARD x . . 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV, USE 2xTYPICAL TIE BEAM w/ 3000 psi 2"x2" SQUARE WASHER CONC. w/(1) #5 REBAR CONT. HOOK-''��� BUCK SEE PLAN FOR WALL _.. ... _ .�...__... I, _ 1/2" J -BOLT w151/2" EMBED. FRAMING INFO ...' .� 2x P.T. SYP #2 NAILER w/ (1) STD HOOK 1/4"x2-314"TAPCONS @ 24" BLOCKING PER BRG--- 2x PT STUD OR ALTERNATE 1x PT O.C. & 4 FROM ENDS WALL SCHEDULE �.�a FURRING TO CMU W! 2x FRAMING PER q (1) #5 IN TIE BEAM _ I PLAN 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 70P) 8 MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF THREADED ROD PER F _. _.. _. (1) #5 VERTICAL IN � BUCK. SPACE REMAINING (4) EQ. SPACED TITEN HD ANCHORS w/ GROUT FILLED CELL (IF LU ANCHORS @ 24 O.C. MAX PI-P`NS. MIN. 6" FROM MIN. 1 r EMBEDMENT FOR HOLLOW REQ'D PER PLAN) co c (DEND OF BRG. WALL/ 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID - BLOCK. MAX. 6" FROM TOP AND BOTTOM W > SYP #2 BUCK END,1 112" OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" NOTE: SEE MD08 ON cn > J o..__.. m ABOVE GARAGE F.F., EA. BASE PLATE a.I I FROM TOP AND BOTTOM AND 12" O.C. LINTEL PLAN FOR O m a SIDE OF OPENING ADDIT'LREBAR INFO `,° ¢ N_ CONNECTION PER BRG . . BETWEEN _..__._.___,. r NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMUPT BASE PLATE SECTION ATTACHMENT LOCATIONS PER GARAGE DOOR MFR.'S RTI( -.Al CEMENT DE L DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTE PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER h THIS SHEET 1/2"=1 -01, ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED ---� PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING ----- --- MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE ------ _ 1/2" J -BOLT OR THREADED ROD W! SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL (MAX. 170C) 1/2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE �-- 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END IF END VIEW w/ CMU ---- HEADER (SEE PLAN ___- -- — 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0'" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE 3/4"=1'-0" cEE TYPICAL HEADER RAMING DETAILS FOR DDITONAL JFORMATION 1EADER CAN BE ITHER UPSET OR OWNSET) x W/ (2) 16d TOE NAILS ACH END 3) 16d COMMON IAILS (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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE — 1 1/2 SIZE OF OPENING ANCHOR NOT PERMITTED MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W! # ROWS (1) #5 BAR IN PRECAST MIN. x2 1/4" TO BE INSTALLED WITHIN STRUCTURAL TYPICAL FILLED CELL LINTEL 1/4" " 4" MIN. FROM 1-112" OF HEAD JOINT FACE OF CMU /16" OSB W/ (2) 8d , . °4 w/ 3000 psi CONC. w/(1) (2) #5's VERTICAL IN - SI S FROM TOP OF MIN. (6)112" DIAMETER WALL TO BOTTOM OF #5 REBAR VERT. GROUT FILLED CELL WALL TO BOTTOM OF W L /16" OSB EACH SIDE, J -BOLTS USING 2"X2" SQ. x 3 1/4" VERIFY w/ PLAN FOR BEAM. ATTACHED PER V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE WASHERS & 5-1/2" MIN. I a '.. REQ'D LOCATIONS 2x8 '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS EMBED. A7 EA. 2x6 P.T. DOOR 2 F ROOF SHEATHING FOR STRAP BUCK, EA. SIDE OF OPENING, GALVANIZED FLASHING _ ROOF SHEATHING NAIL PER PLAN FIRST ANCHOR (BOTTOM & " WITHIN 10'-0" OF THE NEAREST ROOF '"- CMU WALL PER PLAN 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 70P) 8 MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF THREADED ROD PER F _. _.. _. (1) #5 VERTICAL IN � BUCK. SPACE REMAINING (4) EQ. SPACED TITEN HD ANCHORS w/ GROUT FILLED CELL (IF LU ANCHORS @ 24 O.C. MAX PI-P`NS. MIN. 6" FROM MIN. 1 r EMBEDMENT FOR HOLLOW REQ'D PER PLAN) co c (DEND OF BRG. WALL/ 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID - BLOCK. MAX. 6" FROM TOP AND BOTTOM W > SYP #2 BUCK END,1 112" OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" NOTE: SEE MD08 ON cn > J o..__.. m ABOVE GARAGE F.F., EA. BASE PLATE a.I I FROM TOP AND BOTTOM AND 12" O.C. LINTEL PLAN FOR O m a SIDE OF OPENING ADDIT'LREBAR INFO `,° ¢ N_ CONNECTION PER BRG . . BETWEEN _..__._.___,. r NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMUPT BASE PLATE SECTION ATTACHMENT LOCATIONS PER GARAGE DOOR MFR.'S RTI( -.Al CEMENT DE L DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTE PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER h THIS SHEET 1/2"=1 -01, ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED ---� PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING ----- --- MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE ------ _ 1/2" J -BOLT OR THREADED ROD W! SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL (MAX. 170C) 1/2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE �-- 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END IF END VIEW w/ CMU ---- HEADER (SEE PLAN ___- -- — 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0'" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE 3/4"=1'-0" cEE TYPICAL HEADER RAMING DETAILS FOR DDITONAL JFORMATION 1EADER CAN BE ITHER UPSET OR OWNSET) x W/ (2) 16d TOE NAILS ACH END 3) 16d COMMON IAILS (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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE — AT TOP AND SP1 CLIPS :x BUCKS, AT BASE ARE REQUIRED AFO) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IFA/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP TOENAILED TO DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES KNEEWALL AT UPSET BEAM 3/4"=1'-0" 12 SEE PLAN F - I---------._. --� i A/C UNIT AND PAN MIN. 24 , BY SUPPLIER MAX 48" MAX 48' I � � I I. BLOCKING UNDER A/C SUPPORTS PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE MIN. 2x4 SPF #2 KNEE ----' ' WALL WITH STUDS @ 16" O.C. W/ SIZE I (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W! # ROWS x4 SPF CONT. STRUCTURAL x2 1/4" FOR BEAM SIZE STRUCTURAL ILOCKING ATTACH TO SHEATHING ON BOTH 1/4" " SHEATHING ON BOTH /16" OSB W/ (2) 8d SIDES FROM TOP OF x 2 1/4" 12" O.C. SI S FROM TOP OF IAILS WALL TO BOTTOM OF R FRAME BUILDER WALL TO BOTTOM OF W L /16" OSB EACH SIDE, BEAM'. ATTACHED PER x 3 1/4" RADIUS AS REQ'D BEAM. ATTACHED PER V/ 6d NAILS @ 16" O.C. NAILING SCHEDULE x 3 1/4"' I NAILING SCHEDULE 2x8 '0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS 12" O.C. 2 AT TOP AND SP1 CLIPS :x BUCKS, AT BASE ARE REQUIRED AFO) KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IFA/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TO EACH TRUSS. TYP TOENAILED TO DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES KNEEWALL AT UPSET BEAM 3/4"=1'-0" 12 SEE PLAN F - I---------._. --� i A/C UNIT AND PAN MIN. 24 , BY SUPPLIER MAX 48" MAX 48' I � � I I. BLOCKING UNDER A/C SUPPORTS PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x2 1/4" 12" O.C. 1 3/ 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 A 2x STUDS @ 16" O.C. FOR KNEE WALL CHIMNEY CAP 2"IN. SPECS W/ 2" MIN. M 2x4 3/16" x 3 1/4" 12" O.C. 1 3/16" x 3 1/4"' " 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE. BY OTHERS IN THIS CASE. SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME ' OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS 1/2"= 1 -01. SHEATHING PER PLAN STRUCTURAL TYP. TRUSS TO FRAME SHEATHING CONNECTION PER TYP. TRUSS TO FRAME STD. CONNECTOR CONNECTION PER NOTES STD: CONNECTOR FRAME OUT TO BLOCK NOTES EDGE AS REQ'D FRAME OUT TO BLOCK EDGE 1/2" J -BOLT OR THREADED ROD W! I (2) 2x TOP PLATE SIMPSON SET -XP (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN EPDXY @ 32" O.C. & 6" I FOR BEAM SIZE (ONLY FOR BEAM SIZE FROM EA. END. I IF OPENING PROVIDED ANCHORS SHALL HAVE I PER PLAN) MIN. 7" EMBED. TO CMU & 2" X 2" X 1!8" I MIN. 2x4 SPF #2 KNEE SQUARE WASHERS. WALL w/ STUDS @ 16" O.C. w/ STRUCTURAL 2x PT BOTTOM I SHEATHING FROM PLATE TOP OF WALL TO BOTTOM OF WALL. '. ATTACHED PER y NAILING SCHEDULE PRECAST LINTEL OR OTHERWISE SP2 CLIPS KNOCK OUT COURSE AT TOP AND SP1 CLIPS BUILDER FRAME AT BASE ARE REQ'D RADIUS AS REQ'D .. b MASONRY WALL fi FO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" ROOF SHEATHING ��— ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT �— SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W! (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER �____----- CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS —_ SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOF OVERHANG INFO 01 RE. ELEV. FOR O.H. TYP. SINGLE TIE -BEAD W/ (1) #5 CONT. GROUT SOLID O 314"=1'-0" 314"=1'-0" H PRE -MANUFACTURED , --- FLUE PER A 2x STUDS @ 16" O.C. FOR KNEE WALL CHIMNEY CAP 2"IN. SPECS W/ 2" MIN. M CLEAR BETWEEN FLUE z LSTA18 32" O.C. STUD TO PRE -ENG TRUSS, SLIT @ ` F TOP OF CHIMNEY MIN. &FRAME F ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT GALVANIZED FLASHING OCONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE NEAREST ROOF EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER <�>zl TO TOP CHORDS OF TRUSSES BELOW WHEN ` OTHER STUD TO NAILING SCHED. BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE `. BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET 2x4 VERTICAL @ 24" W/ GALVANIZED E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW i O.C. MAX. w/ (4) 10d FLASHING W NAILS TO BOTTOM * 4"r- CHOTOP H A O H 2x PLATES OVER ROOF DECK PER VALLEY A KTO CHORD' NOTE J FRAMING DETAIL IF WALL HEIGHT IS 4 16d COMMONS ( ) I B G DOUBLE TOP PLATE B BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS * * NAILED @ EACH END + CONC. SLAB - SEE FOUNDATION •# GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR � C * * 16d COMMONS END NAILED TO VERTICAL I I- RAFTER W/ 2x4 BLOCKING (2) * 2x4 s COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E 16d COMMONS END ENAILED O STRUCTURAL SHEATHING PER PLAN AND ROOF TO VERTICAL SEE FOUNDATION._j FINISH PER ARCHSFIN ,� G 2x4's * * DETAILS FOR FTG INFO MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 " HEADER TRUSS PER PLAN .4 F01 DORMER FRAMING DETAIL K RAFTERS w/ (2) LAYERS 3/4 CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'DMO CHIMNEY FRAMING DETAIL fis__ON TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3!4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. U) WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN MAIN FLOOR ELEV 0'-0" VERT REINF. BEYOND MASONRY WALL PER PLAN H z O 11 W W ------ > .4 1 1 is Q«. Z r' W Q *. L 200 (n 0: Z - (U q 3 k•• co +e J s®A�®®®rrrlioiw�� W ` O U.0 3o a U a. O o c 0 o V c� S V d G9ti 0 G VJ j o (D W t x o WSr$ W 06 a4 e (� z i Iz �`�y�/ LL �� � < �,. o J �Wr L z a o I— W91 \J W _ W �. •a Q z O o M Ir o ZJ04 Q) Q W W 01 LO 0 0 00 0 1 LO N m J z (_j _j © O _..�. ..�. O F— F_ rl I= 4 STRUCTURAL ENG: CFG / BAD I= DRAFTING DJ }-STRUCT: QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 SD2 SIMPSON F, ,.,, . 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" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS �Z�1i1=3�►3'i%777�:Y FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. I END NAILS EA. END 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 1'-9" MAX. VARIES 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'-01" A CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED CONDITION IS REQUIRED. CONTACT EOR V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. O N ILS @ E TO RUN BACK TO IST COMMON FOR ADDITIONAL INFO AS REQ'D NAILS EA. END. BAYS EA. DIAG. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. SIMPSON A23 @ EACH A35 DIAGONAL TO SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) BRACE TO PLATE TRUSS BOT. CHORD O FASTEN ROOF FASTEN x 2x4 #2 SYP P.T. REQ'D, SEE CHART SHEATHING TO BLOCKS w/8d NAILS A -A GABLE VERTICAL BRACING 3 1/4" HOLD NAILS INTO TOP PLATE 1/2"J -BOLTS w/ 8" O.C. (2) 16d TOE NAILS PT 2x8 PLT., CANT. FOR ¢ @ 6" O.C. 6' FROM EAVES. WASHERS (MIN. 7" BRACE TO LEDGER TRUSS PER PLAN CLG. NAILING SURFACE @ EACH END EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DOWN FOR DOUBLE TOP PLATE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM I L j "--- HEADER PER PLAN IF MAX. ATTACHMENT w/ (3) 10d NAILS @EACH WEB _ REQ'D. MIN (1) JACK & TOENAILS EA. END J PROVIDE 16d NAILS (1) KING STUD w/ SIMPS. = �o -i ❑ GABLE END TRUSS TO LSTA18 HEADER TO ~ c = 2x TOP PLATE TO II "` PLT.@12" O.C. MAX. .4 v GABLE END W/ 16d7. ❑ m NAILS @ 6" O.C. TO BOTTOM CONNECTION El O FRAMING FOR FALSE L, CMU WALL OR LINTEL SHEATHING PER PLAN d _ LL BEAM, IF REQ'D w/ (3) BELOW — --- ' . HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS _--- "� 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR � 3/16 x 2 3/4 TAPCONS •' " LINTEL SEE PLAN BRACE MSTAM-24 TYP. EA. LINTEL SEE PLAN , p' IN CMU. OR SIMPSON ' TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ ANCHOR BOLT OR �,..---- SIDE OF EA. STUD. #5 CONT. SINGLE BASE & TOP TITEN HD @ 32" O.C. & CENTERED BETWEEN PLATE w/ PLYWOOD FALSE BM PER PLAN 6" FROM EACH END SHEATHING COVERING IF REQ'D STD CONDITION @ CMU CMU WALL CONNECTION CLEAR SPAN CONNECTION FOR REQ'D FLASHING 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. I END NAILS EA. END 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 1'-9" MAX. VARIES 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'-01" A PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES II GABLE BRACING CHART WHERE O.H. IS > V-0", DROP GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. O N ILS @ E TO RUN BACK TO IST COMMON SEE ELEV. FOR NAILS EA. END. BAYS EA. DIAG. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SHOW (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. 2ND 2x4 BRACE IF O FASTEN ROOF FASTEN x 2x4 #2 SYP P.T. REQ'D, SEE CHART SHEATHING TO BLOCKS w/8d NAILS A -A GABLE VERTICAL BRACING 2x6 NAILS INTO TOP PLATE 10d COMMON NAILS @ 8" O.C. (2) 16d TOE NAILS CONT. 2x4 ¢ @ 6" O.C. 6' FROM EAVES. PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES II GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1" (2)16d NAILS PLT. TO NAILS, TOENAILED 45° 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -----GABLE BRACING (+) SEE CHART �z STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACT Q TO BLOCKING A PROVIDE 2x4 BRACL THING PER PLAN E O.H, IS > V-0", END GABLE w/ )OKERS @ 24" 0 RUN BACK TO JMMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. '-0" O.N. 2x4 U 24" O.C. :END THING FASTEN GABLE END TO EA, ADJ. DIAG. �n W SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN PER PLAN. 16d NAILS. SPLICE AS REQ'D r1 N�rr gar' --- SIMPSON H10A DIAG. o ®e®�®� ®.®`•"`•• ®�/�/j,'r�i�-I TO BLOCKING w SCO U_ 4.-. LO 2� LLI qq W h P� r�i(, h O=z.: Q O �� m 2��• ��o ; U) �— STUD TOP & BOTTOM '�`'---- 10d COMMON NAILS (1) A23 FROM ROOF SHEATHING (TYP.) (END NAIL PLTS. PROVIDE 2x BLOCKING �n @ 6" O.C. STRONGBACK TO PER PLAN TO STUD) DIAGONAL DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d FOR NAILING tw GABLE VERTICAL HORIZONTAL (+/R--010°) 2ND 2x4 BRACE IF END NAILS @ EA. x 2x4 #2 SYP P.T. REQ'D, SEE CHART `�e®� ®►roollo�t►®e A -A GABLE VERTICAL BRACING 2x6 NAILS INTO TOP PLATE 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1" (2)16d NAILS PLT. TO NAILS, TOENAILED 45° 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART -----GABLE BRACING (+) SEE CHART �z STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACT Q TO BLOCKING A PROVIDE 2x4 BRACL THING PER PLAN E O.H, IS > V-0", END GABLE w/ )OKERS @ 24" 0 RUN BACK TO JMMON TRUSS (3) 12d TOENAILS ECT TO DROP WITH H2.5 CLIP. '-0" O.N. 2x4 U 24" O.C. :END THING FASTEN GABLE END TO EA, ADJ. DIAG. �n W SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN PER PLAN. 16d NAILS. SPLICE AS REQ'D r1 N�rr gar' --- SIMPSON H10A DIAG. o ®e®�®� ®.®`•"`•• ®�/�/j,'r�i�-I TO BLOCKING w SCO U_ 4.-. LO 2� LLI qq W h P� r�i(, h O=z.: Q O �� m 2��• ��o ; U) �— STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PROVIDE 2x BLOCKING �n ®®® �, •••• •®•�c;� ®`. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d FOR NAILING tw ®i �' ®•• ®� ®�,✓i®®® "K F� HORIZONTAL (+/R--010°) INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. TRUSSES `�e®� ®►roollo�t►®e Z iY NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS ¢ SIMPSON H2.5(TYP.) 6' FROM EAVES. W/(2)12d END NAILS BRACE TO LEDGER TRUSS PER PLAN HOLD WALL 3-1/2" @ EACH END DOWN FOR DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 10d "--- HEADER PER PLAN IF NAILS @EACH WEB REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN LSTA18 HEADER TO o- FROM TOP OF WALL STUDS TYP. BASE TO BOTTOM CONNECTION El STUDS AT SHEATHING PER PLAN ,. 16'8O.C.PF ---- 1/2" x 8" J -BOLT @ 32" O.C. AND 6'" FROM EA. 0 4 DTC CLIP, (2) $d NAILS INTO BLOCKING, (2) MASONRY WALL OR ----- _--- "� 2x8 #2 SYP PT. BASE END w/ NUT &WASHER MASONRY WALL OR � 3/16 x 2 3/4 TAPCONS •' " LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN , p' IN CMU. OR SIMPSON ' ANCHOR BOLT OR �,..---- SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME WALLSPNDCMUSEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING �— — 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/A35 ON (1) SIDE OF RAFTER & A35 ON ADJ I RAFTER TO OPP SIDE I (AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN I 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 nr5UN U i U, (Z) da ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN USS 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 END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN 71F BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL GABLE BRACING @ 48" PROVIDE 2x BLOCKING �n ®®® �, •••• •®•�c;� ®`. J SEE PLAN FOR FOR NAILING tw ®i �' ®•• ®� ®�,✓i®®® "K F� HORIZONTAL (+/R--010°) TRUSSES `�e®� ®►roollo�t►®e Z iY BRACE NOT REQUIRED ¢ 6' FROM EAVES. TRUSS PER PLAN O PROVIDE BLOCKING V BETWEEN TRUSS BAYS �r• O @ 48" O.C. FOR FIRST 3 c BAYS SEE GABLE WALL PER PLAN � CONNECTION DETAIL (FRAME WALL SHOWN; W ��lyl v ,r FOR 'D ONNECQT ONS MAY ALSO BE U MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' ° U o O O 4 `" Z 9� w Q m GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. c J U5 OUTLOOKER OR CONV. FRAME OR C� LU Si 8 HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER a � og SEE HEADER CANTILEVER PLAN il SCHEDULE & NOTES W FOR ADDT'L INFO, p" Z SIMPSON LSTA12 OR F- SP4 CONNECTORS @ —I 24"o.c. IF HEADER WITH GABLE TRUSS J �, UPLIFT SPAN 4'-6" OR Q� ZO • MORE. EXT. SHEATHING; � � U ATTACH PER NAILING 2x DOWNFRAME TO SCHED. W DOOR AS REQ'D (2) 16d NAILS TO EA. o W Z Z COMMON TRUSS —I O W M SIMPSON META16 @ W `•/ 32" O.C, GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT TRUSS = �� EA. SIDE OF HEADER WOOD WALL (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Its STUDS) w/ MIN 7" 32" O.C. MASONRY WALL r EMBED. INTO SLAB SHOWN, SEE PLAN p�, ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY :4 (GE�OGABLE END AT VALLEY FRAMING ,Q 3/4"=1'-0" Z HEADER STUDS PER cs 0 O �� HEADER SCHEDULE0 M U.N.O. ON PLANS Z Z O im O�-� T < W ATTACH JAMB STUDS Y PER WF08/SD4O LO Q O N O Z iW >0 _ P.T BASE PLATE O NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN 1 STRUCTURAL ENG: CFG /BAD ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: DJ STUDS REQ'D. QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17. FIELD FRAMED VALLEY DETAIL \�� fiF0 AF0 TYPICAL HEADER DETAIL NOT USED 1/2"=11-0" 3/4"=1'-0" 1 /2"=1'-0" 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES PROVIDE BLOCKING V BETWEEN TRUSS BAYS �r• O @ 48" O.C. FOR FIRST 3 c BAYS SEE GABLE WALL PER PLAN � CONNECTION DETAIL (FRAME WALL SHOWN; W ��lyl v ,r FOR 'D ONNECQT ONS MAY ALSO BE U MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' ° U o O O 4 `" Z 9� w Q m GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" (2) 2x TOP PLATE SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. c J U5 OUTLOOKER OR CONV. FRAME OR C� LU Si 8 HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER a � og SEE HEADER CANTILEVER PLAN il SCHEDULE & NOTES W FOR ADDT'L INFO, p" Z SIMPSON LSTA12 OR F- SP4 CONNECTORS @ —I 24"o.c. IF HEADER WITH GABLE TRUSS J �, UPLIFT SPAN 4'-6" OR Q� ZO • MORE. EXT. SHEATHING; � � U ATTACH PER NAILING 2x DOWNFRAME TO SCHED. W DOOR AS REQ'D (2) 16d NAILS TO EA. o W Z Z COMMON TRUSS —I O W M SIMPSON META16 @ W `•/ 32" O.C, GABLE TRUSS MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT TRUSS = �� EA. SIDE OF HEADER WOOD WALL (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) Its STUDS) w/ MIN 7" 32" O.C. MASONRY WALL r EMBED. INTO SLAB SHOWN, SEE PLAN p�, ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY :4 (GE�OGABLE END AT VALLEY FRAMING ,Q 3/4"=1'-0" Z HEADER STUDS PER cs 0 O �� HEADER SCHEDULE0 M U.N.O. ON PLANS Z Z O im O�-� T < W ATTACH JAMB STUDS Y PER WF08/SD4O LO Q O N O Z iW >0 _ P.T BASE PLATE O NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN 1 STRUCTURAL ENG: CFG /BAD ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUCT: DJ STUDS REQ'D. QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17. FIELD FRAMED VALLEY DETAIL \�� fiF0 AF0 TYPICAL HEADER DETAIL NOT USED 1/2"=11-0" 3/4"=1'-0" 1 /2"=1'-0" 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: W NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3 Q O.C. PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN h PLATE LENGTHS MUST PENETRATION OF WITHIN 48 OF SPLICE WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE LAST LAMINATION EDGE DISTANCE � BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 2 1/2" EDGE OUTSIDE (2) 2x4's PER IL LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" — INSTALL SIMPSON TOP PLATE. ATTACH1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d � . W/ (2) 10d NAILS 3" O.G. @ 8" O.C. (FOLLOW NAILING .....-- NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS IzIt 10d x 3" + • ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP 1 Od x 3" COMMON + (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d PLATE SPLICE • WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) 2 1/21' � W C� 2.. + THEN (2) ROWS 10d ALL LOCATION � w 2 1/4" CD N � Z NAILS @ 8" O.C. s� iv OTHERWISE 2x4 WALL BEYOND 8' N 1 1/2" w ¢ N d l— AGAINST 2x8 STUDS /N - � N N D.. W o � • �8„ 10 ATTACHED PER N 10d x 3" COMMON oo (Y M/N (WF08/SD3) OVERLAP TOP PLATE U • AT CORNER 10d x 3" COMMON OPP. O C7 O W TOP SPLICE SIDE p Z 10d x 3" OPP, SIDE DOUBLE 2X4 OP • • NAIL BOTTOM PLATE O Q q to ATTACH 2x8 STUDS TO I I a I I I I z U) PLATE TOP PLATE W/ 4 12d TO EACH PLY OF BUILT • O UP COLUMN BELOW W/ U ATTACH 2x4 STUDS TO 01* TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL 00 AT ALL LOCATION (2) 10d NAILS00 co 10d x 3" COMMO TOE -NAILS TYPICAL AT N CL DISTANCE PER TOP SPLICE OPP. SIDE ALL LOCATION DETAIL DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C W BOTTOM SPLICE OVER (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8"' O/C. OUTSIDE 2x's ' � TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL ( ) ®®® ,a�0►wlll�l '® L 3+ 2x COLUMN fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=V-011•� CO . co MIN. 15/32" EXP 1 SHEATHING 3/8„ SHEATHING PER PLAN NOTE: SOFFIT FRAMING &LEDGER NOT .Z O o ®= p U) Z 2x DBL TOP PLATE 1 ^ �' BEYOND 72 INSTALLED VERTICALLY. O 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY ROOF SHEATHING, :0 �' 0. C7 C7 V—� AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING SOFFIT MANUFACTURER'S SPECIFICATIONS. U- Z FASTEN PER PLAN A sett-'� �;•• .0S �® Q - - - - .— - - — - — v � � h (1) ROW OF 8d COMMON NAILS @ 3" O.C. QI A' =NAIL SPACING OV Sc OV SC, ROOF SHEATHING, S ''i��' .. ••• • ��e®� Z 0 6 Ir YA � : W Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON F ZqA TO ��<F��qA TO FASTEN PER PLAN o �eie® �a`® O II — I I II II II p �' U- _ NAILS @ 3" O.C. A F CT T,4 ROOF SHEATHING, NGT T/j ®�®III1 181 U_ II I I — II — II II a Wx z = 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 — 1/2 yOp Sti FASTEN PER PLAN yup�H III — of ,� COMMON NAILS @ 3 O.C. o 0 0 2x4 FRAMING @ 24 (I I III I I I I I WALL SHEEE SPLICE O = ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL A �1 ._ O.C. MAX. III III II II I SPLICE, S EDGES 6" O.C. U.N.O. ON PLANS --- 1/2'" 2x4 FRAMING @ 24" � 2x4 #2 SYP CONT. w/ (2) DETAIL. MAX 1/8" O.C. MAX. O 16d COMMON NAILS IN 12 - III OPENING III I I II I I SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 2x SCAB w/ 1Od NAILS PROVIDE 4 10d x 3° r l 4 UJ O COMMON NAILS 3" O.C.DOUBLE NAIL EDGE SPACING PRovIDE (4)1od x3" NAILS AT JOINT EA. STUD OR TRUSS V O III III I I PANELS s @ @ 4" O.C. MEMBER, TYP. (MAX. • III 3 I I I I I I I _j cn © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING 70 EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT 24" O.C.). IF MASONRY, �oI III Cq TYP. III I I I I I I p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD CIO PER PLAN 2@x SCAB COACw/ 10d NAILS \ USE (2) 1/4" TAPCONS a .v'" ���l�k AROUND 2x STUDS BEYOND, "- OJ TOP & BOTTOM SHEATHING SPLICE, III III I I II I I I- „ TRUSS CONNECTION PER -ENG TRUSSES w/ MIN. 2 EMBED. @ 3j d OPENING SEE PLAN FOR MORE U7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIORi z III III II II II O Q � PERPLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. INFO ►- z I— O VERTICAL MEMBER IF GABLE END SHEATHING & GYPSUM WALLBOARD M O III TI �1-" III II II I W = g BLOCKING (2) 8d TOE NAILS TO 2 8d TOE NAILS Icy III I I I II I Il I II II II U=): �- >: O NOTE: CMU WALL PER PLAN TRUSS CONNECTION O TRUSS PER PLAN o III III II I I I I o = O 0 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8" GAP LEDGER PER PLAN 70 LEDGER -' cn FT RESISTANCE: NO OTHER FASTENERS 2x4 PT LEDGER W/ z �L_ O Unca USED ASUPLI "" "" "" r 0�4 D I -J L ® _IL= IL ® j ®� — Un u- N NS. NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER NAILS @ 6" O.C2x4 LEDGER M . 16d �$� O REQ D. EXCEPT AS NOTED ON PLA O.C. �./ d G U U --- —-------- LL SCHEDULE _ FLOOR SYSTEM O7 LL PLAN — — — — SHEATHING SPLICE NOTE: SAME THICKNESS AND 2x4 BLOCKING PLACED SEE. ELEV. FOR SEE ELEV. FOR WOOD/MASONRY Z 2x BOTTOM PLATE STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL TR TRUSS, SEE 04� —CUT TO FIT 1 — REQUIRED BETWEEN STUDS. NAILS EACH END PLAN (TRUSS SHOWN) z �"' D oPENINGSIZE BEYOND SEE PLAN SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL49( SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT ULE PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF ARN� TYPICAL SCAB OVERHANG 602 LEDGER @LOW ROOF - F1 EXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS3/4=""10 "_ "" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS U) Z SEE ROOF SHEATHING, 2x4 #2 SPF W PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24'" O.C. '� ��8♦ MORE INFO & MORE INFO & w/ (2) 16d END NAILS DOUBLE TOP PLATE CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE +. x x 0 @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's W Z p PF VERTICAL 2x8 #2 SO� TOP &BOT., 2x8 TO /� Q PRE-ENGINEERED SIMPSON LSTA30 W/ - - 2x12 w/ 10d X 3" NAILS @ 24" HI NG PER BLOCKING @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHIN WALL TO PRECAST + + + NAILING SCHEDULE & w/ (2) 16d END NAILS i� J Cn FRAMING PLAN FOR CORNER CONDITIONSa EXTERIOR SHEATHING STRAP AROUND LINTEL w/ (2)ROWS OF + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z SPACING w NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + `+ ROOF SHEATHING n/ OU � 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ 2 10d NAILS @ CONNECTION + W a e SEE PLAN FOR O x + CONNECTION i i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL o W H 2x BRG WALL SEE TOENAILS INTO OTHER BETWEEN SEE WALL CLIP DETAIL Z Z 61 PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM FOR MORE INFO 2x8 #2 SPF VERTICAL o F• - SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS BRG. WALL INFO SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN SHEATHING PER � ~ W � UNDER GIRDER TRUSS MORE LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN @ 24 O.C. w/ EXT. E-- V U.N.O. 2x6 #2 SYP P.T. CONT. (4) 12d NAILS EACH � � 2x6 #2 SYP P.T. CONT. '° SHEATHING PER NAILING SCHEDULE & W w/ (2) 1/4 x 3 1/2 w/ (2) 1/4 x 3 1/2 NAILING SCHEDULE & W 2x BLOCKING TAPCONS @ 12" O.C. (4) 12d NAILS EACH _r TAPCONS @ 12" O.C. '' TRUSS MEMBER (TOP +� PACED EVENLY AND BOTTOM CHORDS S S MEMBER TRUSS SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY VERTICALLY VERTICALLY ALONG W/ WEBBING) STUD ATTACH 2x TO 2x6 2x8 w/ (2) 10d NAILS @ 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (T 10d NAILS @ 2x8 H (2) 1 I NAILS @ 2x8 H (2) 10d NAILS STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKETSGD BY EACH VERTICAL POCKET SGD EACH VERTICAL SPACING. MIN (2) 2x ATTACHMENT BY ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL BUILDER BUILDER BUILDER BUILDER U.N.O. CONNECTION A_01 HEADER @ POCKET SLIDER w/TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @POCKET SLIDER SO HEADER @POCKET SLIDERF1 SECTION @ DOUBLE BEARING R STEP@ BEARING FRAME WALL 1 /2"=1'-0'" 1 /2"=1'-0° 1 /2"=1'-0" z 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 0 MG7 11 BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO FEA ONTRACTOR MAY ELECT TO BUC STUDS w/ (2) 1/4"" X 4%M INTOLONG SPAN AS INDICATED ON BEAMZHEDULE. IF BUCKET IS INSTALLED THE SHORT SPANSIMPS. SDS SCREWS @ RAP IS NOT REQUIRED. 16" O.C. MAX.; < _ j TO GABLE END STUDS w/ 2 1/4 X 3h SIMPS. SDS W EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS SCREWS @ 16" O.C. MAX.; 0000 LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT N � NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT � Co EXT. BEAM PER PLAN 12 12" O.C. ~ j 0 0 SEE PLAN IU HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM c -- SHEATHING PER PLAN FLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. @ (4) 10d NAILS FOR TO STUDS OR BEAM w/ FRAMED P7 POST PER PLAN (2) 1/4"" X 4'/" SIMPS.7 CONY. A ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY STRUCTURAL ENG: CFG /BAD PLAN O.C. MAX.; DRAFTING: 5/8" THREADED ROD w/ TO GABLE END STUDS b • o• NUT SET IN ADHESIVE w/ (2) 1/4" X 31/2" SIMPS.' 4'-0" MAX. I STRUCT DJ SDS SCREWS @ 16" _\�L_FASCIA PER o QC CHECK: cc O.C. MAX.; COMMUNITY SPECS - SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR JOB No TM 2171036 411 it � � PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4° PRE-ENGINEERED SCALE AS INDICATED _U� INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24' O.C. O.C. MAX. SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR DATE: 06/14/17 SHINGLE ONLY D0 CORNER COLUMN FRAMINGD01 TYPICAL SHED ROOF DETAIL 11 1 NOT USED SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING kjF SEE PLAN elo 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 BEARING SEE PLAN LINTEL AS PER PLAN - ,a LINTEL AS PER PLAN • : d WD. HD HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS T -r (� EXT FINISH PER PLAN VERT REINF. BEYOND o GRADEMASONRY WALL PER PLAN 0. 60 DBL, TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE INT. FINISH PER PLAN 2x BOTTOM PLATE wl (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS 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 SOLID SHEATHING @ CONNECTIONS SIMPSON MSTAM36 HEADER DOUBLE 2x TOP PLATE SIMPSON SP4 w/ (6) 10d �-- DOUBLE 2x TOP PLATE Z SE SyFFT SP6 2x6 S SOLID SHEATHING @ SP8 @ 2x8 STUDS) TYPICAL TRUSS TO STRAP W/ (10) 10d TO LL 2x BOTTOM PLATE U.N.O. ON PLAN 2x BOTTOM PLATE HEADER-SEE2ND W HEADER 0 FRAME CONNECTION. STUDS & (8) 1/4" X JAMB STUDS 3/4" FLOOR SHEATHING DETAIL WF10/SD4 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING ATTACHED PER DETAIL WF10/SD4 SIMPSON SP4 w/ (6) 10d 16" O.C. TOP AND SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER NAILING SCHEDULE ATTACHED PER SIMPSON LSTA30 << StiFFr x1-1/2"@ 24" O.C. USE SP6 @ 2x6 STUDS & SIMPSON LSTA30 CONNECTOR NOTES TO LINTEL COURSE. 2x STUDS , SEE NAILING SCHEDULE 2x4 #2 SYP BLOCKING NAILING SCHEDULE STRAP (MAX 10° FRAMING PLAN FOR SP8 @ 2x8 STUDS) STRAP (MAX 10° USE SIMPSON MSTCM60 STRAP W/ GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d ANGLE) W/ (22) 10d SPACING AND GRADE ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE NAILS. BEND STRAPNAILS. (2)2x SPF TOP PLATE. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO TO VERIFY SIZE TRUSSES @ 24" O.C. 3", THEN RUN DOWN TO VERIFY SIZE A35 EA. END 3", THEN RUN DOWN 26" DEEP PLAN 2x4 #2 SYP ANGLE2x FACE OF JAMB STUDS/ (MAX) HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOORHEADER (IF TITENS ARE NOT IN 2x BOTTOM PLATE W/ AGAINST TRUSS FLOOR PLAN FOR MIN. HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR � (2) 12d @ 12" O.C. SHEATHING/ DRYWALL � EXTERIOR SHEATHING HEADER SIZE &REQ'D VERTICAL @ 48" O.C. SYSTEM INSTALL KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL ATTACHMENT w/ (2) 12d JAMB STUDS EXTERIOR SHEATHING SOLID BLOCKING 1/4" X 1 3/4" TITENS) W/ (3) 12d NAILS EACH STRAP W/ (11) 10d TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN U.N.O. ` FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN — IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW • ' SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d FLOOR TRUSS WALL, STUDS @ 16" MASONRY WALL SEE RIBBON TO BE PT IF STUD PACK w/ 10d TOENAILS. EXT. NOTE: ALL FLOOR RIBBON PT IF PLAN FOR MORE INFO SYS. 42 FLOOR NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS BRG DIRECTLY ON BRG DIRECTLY ON @ 16" O.C. — CONC. SLAB- LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL, CONNECTION S0 TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPER TOE NAILS AT EA, END SEE FOUNDATION TOENAILS. OPENING 3/4"=1'-0" 3/4"=1'-0" OR SIM IS PROVIDED OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 (2) ROWS 8d NAILS @ LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW 1/2" GYP. CLG BD OR SCHEDULE FOR REFER TO PLAN FOR 2x 2ND FLOOR STUDS (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL CLIP AT EA. END FOR (1) 5/8" TYPE "X" WHEN CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMN SEE PLAN FOR MORE 3" O.C. WALL (2) SIMPSON LSTA18 OPENINGS GREATER (1) ROWS 8d NAILS @ CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. SHEATHING TO SEE PLAN FOR RIBBON STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER CANTILEVER FLOOR W/ (14) 10d • :• SHEATHING TO MASONRY WALL PER THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING A A , ° • BOTTOM PLATE NAILS MAX. 1/8" GAP SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF x 2 1/4" TITENS; IF & CMU SEPARATE SHEATHING TOE NAILS AT EA. END PER BEARING WALL NO MOISTURE &CMU FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G SCHEDULE BARRIER (FELT PAPER 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 STRAP w/(20) 16d OPENINGS GREATER SOLID SHEATHING @ HEADER SIMPSON SP4 w/ (6) 10d F�<t x1 -1/2"O.C. (& Z SE SyFFT SP6 2x6 S SP8 @ 2x8 STUDS) LL (2) 2x SPF TOP PLATE U.N.O. ON PLAN 0 HEADER-SEE2ND W FLOOR PLAN FOR MIN. 0 HEADER SIZE & REQ'D JAMB STUDS 3/4" FLOOR SHEATHING IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE w/ (2) 10d TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. w/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) WEiwni ROD WITHIN 6" FROM STRAPS CENTERED @ COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS U 2 -STORY WALL ' 1/4" TITENS INSTEAD. / THAN 6' 0 0 NAILS (2) SIMPSON LSTA18 SECTION FOR MORE STRAPS CENTERED @ (IF TITENS ARE NOT IN INFO. (2) SIMPSON META16 SIMPSON LSTA30 w/ FLOOR W/ (14) 10d LINTEL COURSE OR '� 2x TOP &BOT. FLOOR TRUSS TO INTO FILLED CELL USE REFER TO NAILS RIBBONS, CONT. (11) 10d TO STUDS Q �? ,.w4 z j � N MASONRY WALL 1/4 X 1 3/4 TITENS) ABOVE PLATE U.N.O. h► U 3J o FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ' INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED ATTBARRIER (FELT PAPER PER NAILING ACH 2x STUDS W/ SCHEDULE; PROVIDE OR SIM) IS PROVIDED (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN 1 /8" GAP BETWEEN STANDARD CORNER A -A IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING BELOW JAMBS MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR ON FLOOR FRAMING INDICATED BASE STRAP 11 11 REQ'D ON EITHER SIDE OF WALL. IF WF02/ — FLOOR SYSTEM DRAFT SYSTEM IS 18 TO 36 DEEP USE MSTC66 W/ 60 16d PLAN SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %4'X2 FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALLfiS'O'�TYPICAL TWO STORY COL. @ GIRDER fis-6))i2nd FLOOR CORNER FRAMING ATTACHMENT MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR 1/ "GYP BOARD OR V 3/4"`1' 0" 3/4"=1'-0" BE 2 3/4 =1-0 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING DETAIL WF10/SD4 3/4" FLOOR SHEATHING DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 16" O.C. TOP AND ATTACHED PER ATTACHED PER NAILING SCHEDULE BOTTOM CHORDS NAILING SCHEDULE 2x STUDS , SEE NAILING SCHEDULE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH EN!D 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 ANGLE2x 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ BLOCKING FOR 2x BOTTOM PLATE W/ 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 W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON — CONC. SLAB- TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ FOR HANGER 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 (1) 5/8" TYPE "X" WHEN -4 CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL .4 SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 3" O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER • :• SHEATHING TO MASONRY WALL PER .• �' MASONRY OR MTS12 PLAN , ° • BOTTOM PLATE PLAN MAX. 1/8" GAP AT WOOD NOTE: ALL FLOOR —SEE FOUNDATION NOTE: ALL FLOOR MAX. 1/8" GAP NOTE: ALL FLOOR BETWEEN SHEATHING TRUSSES TO BE P.T. IF DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF & CMU MASONRY OR FRAME MOISTURE NO MOISTURE &CMU NO MOISTURE SEE CONNECTION WALL PER PLAN WALL BARRIER (FELT PAPER 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 BARRIER (FELT PAPER �-- 2x4 PT SILL PLT. IF SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED S1 CANTILEVERED FLOOR TRUSS CONNECTION S� FLOOR TRUSS TO GIRDER CONNECTION TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 3/4"=1'-0" 3/4"=1'-0" „ 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS, CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2X BOTTOM PLATE W/ (2) 12d NAILS @ 12" O.C. 2x12 #2 SYP CONT. � \ LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) AskSEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/5D5 FOR ADDITIONAL INFO FOl TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED z a LU a W SLOPE / CONTRACTOR TO ;'A' PROVIDE ADEQUATE WATERPROOFING. NO CONCRETE SLAB PERMITTED 3/4"=1'-0" HANDRAIL BY OTHERS SEE ARCH DWGS FOR TOPPING INFO — 3/4" PLYWOOD FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN NOT USED SEE FRAMING PLAN F��-�I 0 0 0 FOR FLOOR aa d CONNECTION Z 9�Cs FLOOR GRIDER OR BEAM 0 HEADER CONNECTION @ 2nd FLOOR HIGH BM v:+ 3/4"=1'-0" W ^^ Z Q W W 06 C) (D T Z p F- 0 I-- Q�� J cn z�� o I_ O Fr 3: I— LU LU ...� W �... IN < a Z � O c 1/ M ZZO 0W 0) LLj © 0000 N O Z� u �p0 MOONED O 0 f... N STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: DJ QC CHECK CC JOB No. TM - 2171036 _ -------------- -- SCALE AS INDICATED DATE: 06/14/17 3/4"=1'-0" I COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD5 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. E SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12, 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACHEND ATTACHED PER (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING w/ SIMPSON (2) 2x4 #2 SYP (2) 2x TOP PLATE --- SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 HUC24-2 EACH END, O.C. MAX (U.N.O.) OR MTS12 MAY BE TO BOTTOM OF SILL USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON BLOCKING w/ SIMPSON TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4'; TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER HUC24-2 EACH END, NAILING SCHEDULE MASONRY WALL A DETAIL WF10/D4 USE (4) 10d & (2) 10d FLOOR TRUSS PER SCHEDULE PLAN 2x8 #2 SYP P.T. SII EACH DIAGONAL 29 USE (4) 14d & (2) 10d BETWEEN STUDS W/ MORE INFO. I ANCHOR BOLT 01 1 NAILS. UNDER J -BOLT W/ MIN. 7" PRE-ENGINEERED — EMBED. @ 32" O.0 NAILS. UNDER FROM EA.END SEE PLAN WINDOW JAMBS ONLY FURRING AND ATTACH SHEATHING INTERIOR FINISH WINDOW JAMBS USE MASONRY WALL P �" 'SDS LCESS LEDGER INTO WOOD SCREWS @ 4 2 2x6 w/ HUC26-2. O M' LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS I TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE MGA CLIPS @ 24" O.C.) SECTION as RAISED HEEL TRUSS S1 SECTION Cad COMBO TRUSS (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/211= 1 1-01. 2x BRG WALL W/ (2) 2x TOP PLATE --- SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE TO BOTTOM OF SILL USED @ BASE.(WHEN MSTAM24 EA. SIDE WALL IS CONT. BRG ON EA. STUD TO WALL TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4'; TO TRUSS BELOW) 3/4" TAPCONS PEF 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL A DETAIL WF10/D4 FRAME WALL FLOOR TRUSS PER SCHEDULE PLAN 2x8 #2 SYP P.T. SII EACH DIAGONAL 29 PLATE w/ 1/2" EPO BETWEEN STUDS W/ MORE INFO. I ANCHOR BOLT 01 1 • J -BOLT W/ MIN. 7" PRE-ENGINEERED — EMBED. @ 32" O.0 SEE PLAN 90 FROM EA.END SEE ARCHS FOR ALL THREAD ROD FURRING AND ATTACH SHEATHING INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER I PLAN PLAN 1/2"=1'-0" WALL SPLICE DETAILS OTHERS EXTERIOR SHEATHI"'"' 1-1/2"=V-0" NOMM-NOMMMM.. 3/4"=1'-0" EXTERIOR SHEATHING (2) 2x TOP PLATE --- 2x4 NAILER W/ (2) FROM TOP OF WALL MASONRY WALL PER EXT. WALL SHEATHING 10d NAILS @ 16" O.C. TO BOTTOM OF SILL EXT. FINISH PER PER WF10/SD4 Lo PLATE ATTACH PER PLAN -" 2x4 STUDS @ 16" O.C. NAILING SCHEDULE 0000 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD ROOF SHEATHING — SHEATHING PER O.C. - SEE FRAMING ROOF SHEATHING PER ATTACH PER NAILING DETAIL WF10/D4 ISIMPSON H2.5 EA. ( SCHEDULE NAILS TO EACH STUD TRUSS EACH DIAGONAL PLYWOOD FLOORING PLAN BETWEEN STUDS W/ MORE INFO. I — 1 • I PRE-ENGINEERED — I I2x6 - 1 TRUSS PER PLAN ALL THREAD ROD I ATTACH SHEATHING LEDGER W/ (2) Y4'x3-1/2" I 2x6 #2 SYP CONT. I �" 'SDS LCESS LEDGER INTO WOOD SCREWS @ HUS26-2 FOR 2PLY FRAMING PLAN FOR RUSS. VERIFY W/ LEDGER W/ (2) %4'x3-1/2" TRUSS RUSS SHOP FROM EA. END - USE (3) SDS WOOD SCREWS @ IDRAWINGS� I 2x8 SYP #2 LEDGER W/ 16" O.C. MAX. & 3" THREADED ROD W/ MIN. (4) 16d NAILS TO OVERLAP BOTTOM SIMPSON SET -XP FROM EA. END - USE 1 OPT. TRUSS RECESS LCESS MAX. USE O16d ° S) (3) SCREWS FOR 24" , SIMPSON HUS26. USE FROM EA. END OF •. CONTINUOUS TO BASE LEDGER INTO O.C. HUS26-2 FOR 2PLY TRUSS. VERIFY W/ I I TRUSS I RUSSSHOP EMBED. TO CMU. ARE REQUIRED EA. 1 Z PLAN (DRAWINGS (2) 2x4 TOP PLATE 2x8 SYP #2 LEDGER W ° BOTTOM PLATES. MIN. (4) 16d NAILS TO ,, 2x BEARING WALL 1 EACH STUD (AT EACH C.M.U. WALL PER PLAN OPT. TRUSS RECESS LEDGER SIDE OF,G.T. USE (4) 16d NAILS) F1 SECTION @ OPEN TO ABOVE fiF1'BRACING @ 2 STORY FRAME WALL 1 t'CDO3 LEDGER @ OPEN TO BELOW 1-1/2"=V-0" NOMM-NOMMMM.. 3/4"=1'-0" EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT: W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE --- 2x4 NAILER W/ (2) FROM TOP OF WALL MASONRY WALL PER EXT. WALL SHEATHING 10d NAILS @ 16" O.C. TO BOTTOM OF SILL EXT. FINISH PER PER WF10/SD4 Lo PLATE ATTACH PER ARCHS I 2x4 STUDS @ 16" O.C. NAILING SCHEDULE 0000 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD ROOF SHEATHING — SHEATHING PER O.C. - SEE FRAMING ROOF SHEATHING PER ATTACH PER NAILING DETAIL WF10/D4 IMPSON H2.5 EA. ( SCHEDULE NAILS TO EACH STUD RUSS EACH DIAGONAL PLYWOOD FLOORING PLAN BETWEEN STUDS W/ MORE INFO. IPRE-ENGINEERED — 1 • TRUSS PER PLAN I I2x6 - 1 #2 SYP CONT. ALL THREAD ROD 1 ATTACH SHEATHING LEDGER W/ (2) Y4'x3-1/2" I SIMPSON HUS26. USE �" 'SDS LCESS LEDGER INTO WOOD SCREWS @ HUS26-2 FOR 2PLY FRAMING PLAN FOR RUSS. VERIFY W/ 16 O.C. MAX. & 3 I TRUSS RUSS SHOP FROM EA. END - USE (3) BASE IDRAWINGS� SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ �� THREADED ROD W/ MIN. (4) 16d NAILS TO OVERLAP BOTTOM SIMPSON SET -XP EA. TRUSS, 24" O.G. 1 OPT. TRUSS RECESS LEDGER MAX. USE O16d ° S) D04 LEDGER @ LOW ROOF FROM EA. END OF •. CONTINUOUS TO BASE NAILS @ 6" O.C. 3/4"=1'-0" I I 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT: W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE --- 2x4 NAILER W/ (2) (2) 2x HEADER SEE MASONRY WALL PER EXT. WALL SHEATHING 10d NAILS @ 16" O.C. & CONNECTIONS EXT. FINISH PER PER WF10/SD4 Lo FOR LOCATION ARCHS 2x BLOCKING w/ (2) 12d 2x4 STUDS @ 16" O.C. TOENAILS EACH SIDE 0000 2x8 MIN. SPF #2 @ 16" 1/2" GYP. BOARD STOPPED BELOW SHEATHING PER O.C. - SEE FRAMING ROOF SHEATHING PER 2x BASE PLATE W/ (2) DETAIL WF10/D4 PLAN FOR MORE INFO. PLAN. SIMPSON H10A @ TO FLOOR SYSTEM NAILS TO EACH STUD 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL PLYWOOD FLOORING PLAN BETWEEN STUDS W/ MORE INFO. BRACE PLAN FOR MORE INFO 1 (2) 12d TOE NAILS ATTACHED PER EACH END SEE PLAN FOR 1 2 ALL THREAD ROD 1 ATTACH SHEATHING @ 48" O.C.; SEE TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" 2x8 P.T. BOTTOM FOUNDATION DETAILS FRAMING PLAN FOR W/ (1) ROW 8d NAILS SQUARE WASHER PLATE. FOR CONNECTION @ @ 3" O.C. 1 BASE 1/2" J -BOLT OR 1/2" SHEATHING TO THREADED ROD W/ 2x4 BOTTOM PLATE, OVERLAP BOTTOM SIMPSON SET -XP CONNECT TO DOUBLE 1 PLATE 1 1/4 (MIN.) EPDXY @ 32" O.C. & 41" IF SHEATHING IS NOT TOP PLATE W/ 16d 1x PT NAILER AS REQ'D FROM EA. END OF •. CONTINUOUS TO BASE NAILS @ 6" O.C. WALL, ANCHORS PLATE, SIMPSON SP8 I I SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS I CONT. #5 IN TIE BEAM EMBED. TO CMU. ARE REQUIRED EA. 1 4 STUD TO TOP AND (2) 2x4 TOP PLATE EXT. FINISH PER ° BOTTOM PLATES. ARCHS ,, 2x BEARING WALL 1 C.M.U. WALL PER PLAN WITH ROOF LOAD F1 SECTION @ OPEN TO ABOVE fiF1'BRACING @ 2 STORY FRAME WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT: W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP P.T. SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END CONNECTION DETAIL MASONRY WALL PER PLAN 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. (2) 2x TOP PLATE --- (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN --'"-` Lo FOR LOCATION 2x BLOCKING w/ (2) 12d �. TOENAILS EACH SIDE 0000 IF WALL SHEATHING IS STOPPED BELOW o ROOF LINE 2x BASE PLATE W/ (2) I NAILS 12d @ 24" O.C. 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM NAILS TO EACH STUD BELOW 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO 1 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR 1 2 TRUSS DIRECTION 1 & MORE INFO FLOOR TRUSS' SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. v z PER ELEV. PLATES U.N.O. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING Lo FROM TOP OF WALL TO BOTTOM OF TRUSS/ �. GIRDER SEE PLAN FOR 0000 WINDOW ATTACHMENT INFO. IF WALL o SHEATHING ISN'T CONT. LSTA18 STRAPS ARE I REQ'D FROM STUDS TO GIRDER BELOW 1 SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL 1 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1 "=1'-0" SHEATHING CONT, TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING W, Ar ,,,•lit O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x SPF TOP 2x4 BLOCKS, (2) 16d NAILS @ EACH END, BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH ADJACENT DIAGONAL, FASTEN TO DIAGONAL W/ (2) 16d NAILS TRUSSES PER PLAN WALL BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. I ill v z 46 PLATES U.N.O. Lo �e rr®rrrrrrrr®rr N�'I>�i �. Q. 0000 o (2) 2x HEADER SEE FLOOR PLAN I I 1 1 FOR MORE INFO 1 1 1 2 1 1 1 1 O 1 1 I 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS i 1 I I BELOW I 1 I 1 I 1 1 1 1 I 1 B I I 1 1 1 1 I I 1 1 1 2x SPF BASE PLATE I E D I I I I PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM I (2) 2x SPF TOP PLATES U.N.O. I I 1 1 1 1 I I 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW I ; I (2) 2x HEADER SEE FLOOR PLAN .FOR MORE INFO 1 I B 1 1 1 I 1 1 1 I 1 1 I 2x P.T. BASE PLATE SEE BEARING SCHED. FOR A.B. INFO 1 ' I 1 I ill V c O ^ N U r Z U O c� Z U Z 9G a V J J z a < U Its' . C uj 0aw� � w 06 999 O (D Id 1 Z � v 0 0 f'�-hh— d�� SEE FOUND. PLAN FOR FTG. REQ. I I I J VJ z o l- 0 0 O1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR a PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER Uj_ IF PORTIONS OF THIS WALL a).r.�.. SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER IN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHE:D., CONT. TO BOTTOM OF FLOOR SYSTEM IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY EUNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Qo � O o 11 � � M ZZ0 O - V LU �°o OQOO Nm H W �.... LL Uj 0 O p IQ— I=— W STRUCTURAL ENG CFG / BAD DRAFTING: STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 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. SD6 �®®rrario'►'o®o� Lo �e rr®rrrrrrrr®rr N�'I>�i �. Q. 0000 o co pe r z e O +: we r ®r 5i o 6rr� rr® !� `` 2 Q CI ton' prr` O V c O ^ N U r Z U O c� Z U Z 9G a V J J z a < U Its' . C uj 0aw� � w 06 999 O (D Id 1 Z � v 0 0 f'�-hh— d�� SEE FOUND. PLAN FOR FTG. REQ. I I I J VJ z o l- 0 0 O1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP SCHEDULE ON FLOOR PLANS FOR a PLATE TO HEADER WITH LSTA12 BENT OVER W MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER Uj_ IF PORTIONS OF THIS WALL a).r.�.. SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER IN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHE:D., CONT. TO BOTTOM OF FLOOR SYSTEM IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY EUNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Qo � O o 11 � � M ZZ0 O - V LU �°o OQOO Nm H W �.... LL Uj 0 O p IQ— I=— W STRUCTURAL ENG CFG / BAD DRAFTING: STRUCT: DJ QC CHECK: CC JOB No. TM - 2171036 SCALE: AS INDICATED DATE: 06/14/17 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. SD6 STANDARD (3) 2X12 MIN. O 3 2x SYP #2 STRINGERS W/ W SIMPSON A34 CLIP TO H Q STUDS REQ'D @ END FLOOR SYSTEM OF LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING Z SIMPSON A35 / A34 O CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING f1. FRAMING CD @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER z ON EACH SIDE U g 0 W U- g O 6" MIN. 0 IFT P T 1 2xJ0S.. (2) 2x BEAM PER ( LLJ SCHEDULE REQ'D @ 4'4" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d r H GIST NAILS @ 16" O.C. MAX. ♦♦♦®+®® '®®0' CONNECT TO. BEAM TO MATCH J EACH STUD. 2 � �, •®,.••®••.�/j �✓ice e�-i � TO (() C' TO BEAR DIRECTLY ON DEPTH V11/ (3) 10d ;z w a; B �°� Q o FJUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR M VIEW 90 DEGREE TURN LANDING MASONRY 10"MIN. A -A PLAN � �`� Q °' � r `� Z . v o �. „� p � cn N / ak SEE SCHEDULE FOR MAX WIDTH OF LANDING •°• ®•®® •••°•�`V ®�� Q reQ MIN. (3) 2x SYP. #2 � �'®'/'®' � ®♦�♦®` STUDS REQ'D @ END OF LANDING W/ MIN. (6) T 3/4" PLYWOOD OR OSB 11111 UL O 16d NAILS FROM SEE PLAN FOR DEP H SHEATHING OVER OF LANDING DETAIL LEDGER TO STUD LANDING ATTACHED STAIR WINDER PER GENERAL FLOOR PACK CONSTRUCTION NOTES MID SPAN BLOCKING ° PLYWOOD SHEATH TO MATCH JOIST SHEATHING DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDINGol� TOENAILS EACH END IF ATTACHING TO ATTACHED PER d 6�ryl� N STANDARD (3) 2X12 MASONRY WALL) GENERAL FLOOR S YP #2 STRINGERS W/ CONSTRUCTION U X30 0 SIMPSON A34 / A35 0 NOTES z0 p CLIP TO FLOOR g0 11 16" O.C. _ SYSTEM &LANDING Z MAX I� FRAMING ° BEAM @ END OF �4 w LU g LANDING PER ll H r S1Q ti� ca SCHEDULE V p U � G � wzUjv N SEE PLAN FOR 0� Q MASONRY WALL OR zz WOOD WALL SIMPSON A35 1.Y p Q CONNECTIONS G7 v aS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF (D SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R C; C� p GER �n W 3 8 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d B"B CROSS SECTION OF BEAM TO LED J 0 vio^Mn CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. Q Z TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 BUILT UP COLUMNS x 3 1/2" TITENS @ 16" < z — BELOW O.C. MAX. FOR STRINGERS TO BE z MASONRY WALL) NOTCHED AT LANDING RN LANDING <96rE AAPLAN VIEW 1$0 DEGREE TU W � a��� g SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS az -C D o < W01 NOT USED (� U CX 6 9 BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS \ AT LANDING (#2 SYP) (#2 SYP) A35 @ EA. STRINGER _ (3) 2x12 2x8 8'-0" TO LANDING 2x6 6'-0" 12'4" (1) 2x12 (1) 2x8 SEE ARCHS. FOR MAX. 4'-0" (3) 2x12 RISE OF STEPS AND 8'-0" 11'-0" (2) 2x12 2x6 MIN. TREAD DEPTH (1) 2x12 (1) 2x8 2x6 3/4" O.S.B. W/ 8d NAILS �- (3) 2x12 2x8 @ 3" O.C. TOP AND 10'-0" (2) 2x12 2x6 6'-0" BOTTOM CHORD 2x6 4'-0" ~ ��/� -JOIST PER FRAMING 2x12 9'-01" (2) 2x12 2x8 PLAN W/ SQUASH 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" BLOCK OR `� (3) 2x12 2x8 9'-0" BEAM/FLOOR TRUSS 2x8 7'-011 8'-0" (1) 2x12 (1) 2x8 PER PLAN 5'-0" LU LU PENDING. LANDING (3) 2x12 2x12 9'-0" (2) 2x12 HEIGHT AND PLAN 7'-0" 7"-0" (1) 2x12 (1) 2x8 2x6 LAYOUT. HEADER LJJ 6-0" (2) 2x12 2x8 WITHIN SUPPORT (1) 2x12 (1) 2x8 2x6 5'-0" X X WALL COULD BE (2) 2x12 2x8 9'-0" REQUIRED. SEE PLAN (1) 2x12 (1) 2x8 2x6 FOR REQUIRED 2X4 SILL PLATE W/ (2) I 2x12 STRINGERS ONE SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF HEADER AND ON EACH SIDE AND SUPPORT ONE @ MID -SPAN A IN /"'� INFORMATION. A34 @ EA. STRINGER (NOTCHED @ 2x6 I TOENAILS BOTTOM TO LANDING 2x ATTACHED TO i I I OPENING W/IN 2x JOIST T. IF STRINGER III G ATTACHING 70 I I I I MASONRY WALL) CONT HANDRAIL I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I l i i x 3 1/2" TITENS @ 16" O.C. MAX. FOR (2) 2X BEAM PER MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @END OF LANDING FOR STRINGERS TO WOOD OR MASONRY TO ALLOW VERTICAL 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO 2x L -BRACE W/ 12d SLAB USING MIN. (4) 4' TO SLIDE DOWN TO BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END NAILS @ 4" O.C.FACE MIN. (3)2x4 SPF #2 OF TRUSS DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING _ (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'4" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-01" (1) 2x12 (1) 2x8 2x6 4'4" �- (3) 2x12 2x8 8'-O" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" ~ ��/� (3) 2x12 2x12 9'-01" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" `� (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-011 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" LU LU (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7"-0" (1) 2x12 (1) 2x8 2x6 5'-0" LJJ 6-0" (2) 2x12 2x8 _ 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" X X V-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN TRUSS SEE PLAN DATE: 06/14/17 ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4' TRUSS TO OUTSIDE 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STOP GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL ST HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" o.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOORST1 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=11-011 N.T.S.3/4"=1'-0" UNDER BEAMS LESS THAN 2x12) and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the. expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained In this document Is copyrighted a p p Y _ � �- 06 33Y2' ~ ��/� 2 SEE ARCH PLAN 2x4 CONT. TOP PLATE `� MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO LU LU STUDS W/ (2) 16d TOE LJJ 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, I _ @ 24" O.C. 2X4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 2x6 VERTICAL @ 6'-0" 1 O NAILS @ 4"' O.C. I 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND IN O.C. MIN. AND @ ANY (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) OPENING W/IN VERTICAL LOCATIONS). Aa HANDRAIL NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO Q NAILS @ 4" O.C.FACE L -BRACE @ 6'-0" O.C. & OF TRUSS � Z M ANY OPENING 2x4 CONT. TOP PLATE 0 �� (ATTACH TOP PLATE C" ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d H - TO TRUSS W/ (3) Ya" x 3" 3 1/2" TOE NAILS S Z ? 0 DOUBLE TRUSS PARALLEL TO FLOOR WOOD SCREWS 0 � J .SECTION X -X N.T.S.SDS EQUALLY 2x4 #2 SPF STUDS @ N Q W 2x4 CONT. TOP PLATE SPACED/CENTERED IN TRUSS TO OUTSIDE 24" O.C. EVERY OTHER [ 1 � 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO 3 " ATTACH TOP PLATE TO 3Z" FACE OF TRUSS STUD TO BE I ATTACHED TO TRUSS W U) 0 00 Q STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE BELOW (OTHERWISE I 04 0 NAILS NAILS SEE ARCH PLAN ATTACH W/ (2) 12d m 2x4 #2 SPF STUDS @ MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) O Z 24" O.C. W/ (2) 12d" LU TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I 2x4 SILL PLATE W/ (2) V W >. a Q -� SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 16d TOE NAIL EA SHEATHING TO I , Q _ FLOORING FOR STRAP TOENAILS BOTTOM ACCOMMODATE 2x I CONT. BRACE & 10d 0 NAILS @ 4" O.C. TO C� 2x4 SILL PLATE W/ (2) FLOOR SHEATHING A n.. 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 1 Od NAILS @ 4" O.C. rr� W/ (2) 1 Od NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS STRUCTUR --_._.-- O.C. TO ALLOW VERTICAL ...... — - I SCREWS EQUALLY (2) SIMPSON LSTA24 FACE OF TRUSS SPACED & CENTERED -STRUCT: DJ STRAP (1 EA. SIDE OF 2x6 VERTICAL AND IN TRUSS -_- QC CHECK ----._ CC STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL L -BRACE @ V-0" O.C. & - TO TRUSS W/ (3) Y4" x 3" @ANY OPENING JOB No. TM - 2171036 FLOOR BEAM CONDITION SDS WOOD SCREWS FLOOR BEAM SEE EQUALLY SCALE: AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN SPACED/CENTERED IN TRUSS SEE PLAN DATE: 06/14/17 ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4' TRUSS TO OUTSIDE 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STOP GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM, NAIL ST HANDRAIL CONNECTION AT FLOOR TRUSSES (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" o.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOORST1 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=11-011 N.T.S.3/4"=1'-0" UNDER BEAMS LESS THAN 2x12) and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the. expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained In this document Is copyrighted a p p Y