Loading...
428 Red Rose Ln 17-2018 (a)THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 COAL, ELECTRIC W.H., PAINTED KNEE WALLS, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 4 LOT 98 - THORNBROOKE 40 's WESTMINSTER - 2200 - ELEV. " B" GARAGE RIGHT TAYLOR MORRISON REDRAW NOTES 02-11-I1 CREATED LOT SPECIFIC PLAN FOR LOT 98 IN THORNBROOKE 40'5, ELEVATION "B" GARAGE RICHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 INSERT, ADDITIONAL SINK AT MASTER BATH AND BATH 3, RADIANT BARRIER, FLOOD LIGHT PRE -WIRE AND (6) CEILING FAN PRE -WIRES. PLAN REVISIONS REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE iAIAL—Q Q btj1LQ1N-Q C;IVISIUN 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 YOMPAC TION TEST REQUIRED Results to be Verified at Slab Inspection #17-2018 �,\jILD/% USANFOR,D, DRAWING INDEX COV -GENERAL NOTES, INDEX, SPECIFICATIONS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -PLAN DETAILS 3B1 -FRONT ELEVATION 3B2 -ELEVATIONS, ROOF PLAN, BUILDING SECTION 3B3 -FLASHING DETAILS 3B4 -FLASHING DETAILS 4A -MAIN FLOOR ELECTRICAL PLAN 4B -UPPER FLOOR ELECTRICAL PLAN GENERAL CON5TRUCTION NOTES CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014), NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION: EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101,2.4 OF THE F.B.C,-BUILDING BY PROVIDING ALL DETAILS L15TED UNDER TH15 SECTION, INCLUDING BUT NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE515TANGE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE56 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH II 11 HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE X GYP51,11-1 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) 8102.3.5. EXTERIOR FIN15HE5 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103.6.I AND A5TM C 1063. ALL LATH AND LATH. ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAL), OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. PER F.B.C,R 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED6 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS, THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) R103.6.3 WATER RESISTIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.15L.R. 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH ASTM C 926. 00 T— C:) CN P• e-• STUCCO CONTROL JOINTS: `,. T INSTA LE E ASTM C 1063 06111141 TWRU 11144) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F AND DELINEATE AREAS NOT MORE THAT 100 G -? STUCCO CONTROL JOIN 5 TO BE L D P R S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5NING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS 2, APPROVED CORRO5I0N-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. x � -C 00 150 STATE STREET EAST OLDSMAR, AARMA 34677 813. 925. 1300 'TEL.. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER a EST. 1994 F—--- r0 Jpto0 J co O FLOOD ZONE REQUIREMENTS: am L : M 0 1 T -e J N L L ° mLL 10� 00 ��pN A5PHALT 5HINGLE5 (IF APPLICABLE) win L 3 0 � � 0 11 E �0 -ID 1d ■.• ®0®®011 -j �~ 2, ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL 12 +� 00 Z°20 ,s% HORIZONTAL (2:12) AND LE65 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4669, TYPE II OR®®®°°® 00 T— C:) CN P• e-• STUCCO CONTROL JOINTS: `,. T INSTA LE E ASTM C 1063 06111141 TWRU 11144) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F AND DELINEATE AREAS NOT MORE THAT 100 G -? STUCCO CONTROL JOIN 5 TO BE L D P R S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLA5NING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS 2, APPROVED CORRO5I0N-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLA5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. �J Lu M DWELLING / GARAGE OPENINGS: DAVIS BEWS DESIGN GROUP � -C 00 150 STATE STREET EAST OLDSMAR, AARMA 34677 813. 925. 1300 'TEL.. 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER a EST. 1994 F—--- �J Lu M DWELLING / GARAGE OPENINGS: � -C 00 THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 501LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5.C:) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE. FLOOD ZONE REQUIREMENTS: I, PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) �x 11 Iwo 1. WIND RE515TANCE OF ASPHALT SHINGLES.- ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905,2.6 AND R905.21o.1. IN UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS ■.• ®0®®011 2, ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL 12 ,s% HORIZONTAL (2:12) AND LE65 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4669, TYPE II OR®®®°°® ®®� TYPE IV OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2,1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF �'�®®<v CO�,• � '7*,6® UNDERLAYMENT COMPLYING WITH ASTM p 226, TYPE II, ASTM p 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1.UJ ®® <� OD ®®. °gym +0 CLAY AND CONCRETE TILE (IF APPLICABLE) : W = r °®® �;•° ®�� THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 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 VA5D 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE II; OR A5TM D 1910 OR A5TM D 6380, CLA56 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE B6 1 ►® INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAeo 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. O Z 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 0 THAN THE ROOF OR RIDGE THAT 15 10'-0" AWAY OR CL05ER 0 TUB AND SHOWER AREAS: I. CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLO JED) IN COMPLIANCE WITH A5TM 01288, CI325, OR CI118 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 TERMITEPROTECTION: Z I. PENETRATION. PROTECTIVE 5LEEV 5 AROUND PIPINGING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING ANON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE 5LEEVE.NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOUN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH O EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE5515LE 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: t26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 00 0 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5EGTION5 MI4113. >= 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. 0 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE 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 IN51DE THE BUILDING. A NOT XC 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL EXCEED EE R OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE 11.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST • DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE5515LE 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 BOOSTER FAN." 2200 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, ATTENTION GENERAL CONTRACTOR / BUIL.DER 155UANCE OF PLANS FROM THI5 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 DISCREPANCY 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 REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL 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 G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS 5ETWEEN WALKWAY AND GARAGE TAYLOR MORR15ON U5E5 BORA-DARE TO TREAT THE INTERIOR FRAMED WAL1-5 TO PREVENT 5U5TERRANEAN TERMITES * * * * * 1'-4" 15'-0" 15'•011 PAD (5EE MECH. CONTRACTOR FOR LOC.) _ J N.5. PAYER DRIVE /LEAD WALK 2200 3' 0" 161-011 31-01 • 11 8'-I!J" 221 -/Jill 30'-0" !! SLAB INTERFACE PLAN GARAGE RIGHT - 150 STATE STREET EAST OLIXAW , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA + E?E NNSP- err L r 0 JOto0 O `p G.C, VERIFY ACRYLIC P.V.C, to M 811 811 ON LANAI Lm >?JM L ` LL 0 0 LD :2E 10 2r4` VERIFY LOCATION 6. = 0 0 c Q Ymc) OF A.N. 3/4" P.Y.C. cc e 41z 00 01 CONDEN5ATION ru 6? DRAIN BY ELEVATION 03 PLUMBER (-) 0'-4" 4'-411 11/2" RECE55 FOR 5.G.D. D 3A3 p.W. SINK W/ DISP. REFERENCE _ PROVIDE CONDUIT OL ELEVATION IN SLAB FOR l +) 0'-0° 15LAND ELECTRIC `�,� PROVIDE WATER LINE FOR ICE MAKER A.N. LINESI rOPT — — , FROM UPPER I REF. _ FLOOR i _ I = L ===J n, If II PED. I ; —� LAV. I I I Q Iia I m Loi —i I� F_ __1 I � IIS L2' J 50 GAL: ` 1 ELEVATION i W.H. O 0'-4" Z i i Qk i ELEVATION O V-411 PAVERS i i i C.J. i C.J. ---i--------------- i. i NOTE: PROVIDE GA5 DROP5 11 -all 51 811 811 i (IF REQUIRED) FOR ALL i GA5 APPLIANGE5. (VERIFY LocaTloN of AA i ALL GA5 APF'LIANGES ON 3A3 i FLOOR PLAN PRIOR TO ANY GON5TRUCTION) 8" i 20'-8" 811 ELEVATION i u� m 11/2" RECE55 FOR GAR. DR. PAYER DRIVE /LEAD WALK 2200 3' 0" 161-011 31-01 • 11 8'-I!J" 221 -/Jill 30'-0" !! SLAB INTERFACE PLAN GARAGE RIGHT x 0 w 150 STATE STREET EAST OLIXAW , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA + E?E NNSP- err L r 0 JOto0 O _IcMN0 ON 1 to M .2 coo 0 Lm >?JM L ` LL 0 0 LD :2E 10 6. = 0 0 c Ymc) cc 0 41z 00 01 PAYER DRIVE /LEAD WALK 2200 3' 0" 161-011 31-01 • 11 8'-I!J" 221 -/Jill 30'-0" !! SLAB INTERFACE PLAN GARAGE RIGHT DAVIS B Ews DESIGN GROUP 150 STATE STREET EAST OLIXAW , FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.C.OM TAMPA + E?E NNSP- EST. 1994 F�_-' PAYER DRIVE /LEAD WALK 2200 3' 0" 161-011 31-01 • 11 8'-I!J" 221 -/Jill 30'-0" !! SLAB INTERFACE PLAN GARAGE RIGHT ALL EMERGENCY ESCAPE AND RE5CUE OPENING5 SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014), * * * * * * 13'-6"x3'-611 A/C IFAD (5EE MECH. (CONTRACTOR 1 7.OM. T.O.M. 25 514. FOR LOG.) 25 5H. L_---� g 411 9' 4" HD. AT 54" HD. AT 84" H.B. A.F.F. BOTT. OF LINTEL AT 8'-0" A.F.F. i TYPICAL MASONRY o_ r DAVIS BEWS WINDOW SCHEDULE DESIGN GROVP LL;I Q WINDOW WIDTHS LLT O JOlo0 J0N0) 2011 27" 37" 53" 2(A� STAIR DATA: A.N. LINES WINDOW CALL -OUTS L. L]oIL 0 9'-4" PLT. HT. K 8" 5OFFIT 9'-4" FLAT CLG. UTIL. I =�-J-� O o - ' Co CD 2611[U) u..y 'c: 12 5N 1/2 32 5N 22 5N 32 5N W— r; 00 ZcWuL01 t LL LIVING 2 -STORY 9'-4" 15'-0"x15'-2" CLG. CLG, 2 I G.C. VERIFY ACRYLIC CLG. Lu v = 39" co 13 5N 1/2 33 5N 23 5N 33 5N I I J L—J 1 9' 4" o -- 0 51" 14 5N 1/2 34 5N 24 5N 34 5N IN5ULATE 50 GAL.O oz t WALL W.H. z 63" 0 15 5N 1/2 35 5N 25 5N 35 5N �--i Z LIA 72" 3- 16 5N 1 /2 36 5N 26 5N 36 5N G.G. VERIFY M45ONRY OPENINGS FOR ALL WINIDOW5, L IUINDOW 51ZE5 AND IN5TALLATION MAY VARY PER OMANUFACTURE 5PECIFICATION5. REFER TO FLOOR PLANS FOR 5TYLE of WINDOW U5ED (51NGLE HUNG -5N, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) 13'-6"x3'-611 A/C IFAD (5EE MECH. (CONTRACTOR 1 7.OM. T.O.M. 25 514. FOR LOG.) 25 5H. L_---� g 411 9' 4" HD. AT 54" HD. AT 84" H.B. A.F.F. BOTT. OF LINTEL AT 8'-0" A.F.F. Q8-(Dx8-0 TEMP. S.G.D. 3 3 4" x 6 1/2 I I Gel DECORATIVEI I 42 UPPER KNEE 42" H. � COLUMN ON 1 1 CABINETS WALL COUNTERTOP 42" H. BASE A CH DINING OM F 1 2G — — 14'-2"x10'-2" R R r- — — — — — — — — 8'-m" TO 6-8" I I 6 1/2" x 1" 9'-4' FLAT CLG. I I DECORATIVE I \ / 1 OO B I I COLUMN ON 10 2G 42" H. 545E ARCH FROM I FLAT HDR WNDISP. I 0 VENT TO 8.0 TO a'-811 OUTSIDE ---- 6'"---- — - AT 8'-0" o KITCHENS o LINE OF SECOND FLOOR ASV. ARCH FROM 9'-4" FLAT CLG.O 4" x 6 1/2" t'- 54" TO V-81' STORAGE DECORATIVE Q�, 2-4x6-8 UNDER COLUMN ON m c, BFD I _ _ — = STAIRS Q 42" H BASE , A� 6 1/2" WIDE rOPT i 91-411 o_ r DAVIS BEWS x ca w DESIGN GROVP LL;I Q r0 LLT O JOlo0 J0N0) 813.925.1800 FAX LANAI IN I IN n FAMILY ROOM 2(A� STAIR DATA: A.N. LINES 1 15'-0"x10'-0" coo) NLo , N 13'-8"x14'-4" L. L]oIL 0 9'-4" PLT. HT. K 8" 5OFFIT 9'-4" FLAT CLG. UTIL. I =�-J-� O o - ' Co 1.38" EACH FLOOR z Z LL, u..y 'c: LJ.O tccC 10,00" TREADS 9' 4" 2 5T0 YI I I I I 2 -8x5 -(D r; 00 ZcWuL01 Lu LL LIVING 2 -STORY 9'-4" 15'-0"x15'-2" CLG. CLG, 2 I G.C. VERIFY ACRYLIC CLG. Lu v 1 ON LANAI o co 2-8x6-8 1� nI 1 T.O.M. I I x� L—J 1 9' 4" o -- 513 A LLI -r Q8-(Dx8-0 TEMP. S.G.D. 3 3 4" x 6 1/2 I I Gel DECORATIVEI I 42 UPPER KNEE 42" H. � COLUMN ON 1 1 CABINETS WALL COUNTERTOP 42" H. BASE A CH DINING OM F 1 2G — — 14'-2"x10'-2" R R r- — — — — — — — — 8'-m" TO 6-8" I I 6 1/2" x 1" 9'-4' FLAT CLG. I I DECORATIVE I \ / 1 OO B I I COLUMN ON 10 2G 42" H. 545E ARCH FROM I FLAT HDR WNDISP. I 0 VENT TO 8.0 TO a'-811 OUTSIDE ---- 6'"---- — - AT 8'-0" o KITCHENS o LINE OF SECOND FLOOR ASV. ARCH FROM 9'-4" FLAT CLG.O 4" x 6 1/2" t'- 54" TO V-81' STORAGE DECORATIVE Q�, 2-4x6-8 UNDER COLUMN ON m c, BFD I _ _ — = STAIRS Q 42" H BASE , A� 6 1/2" WIDE rOPT N o 2G o x 4" DECORATIVE EF. 91-411 o_ r DAVIS BEWS x ca w DESIGN GROVP _ _ ____ 5 5H. — O.H.C. IL r0 150 STATE STREET EAST O JOlo0 J0N0) 813.925.1800 FAX W W W.DAVISBEWS.CQM IN I IN -�� EST. 1994 �F—� 2(A� STAIR DATA: A.N. LINES �w coo) NLo , N L. L. L]oIL 0 o 8" 5OFFIT UTIL. I =�-J-� O o - ' Co 1.38" EACH FLOOR z u..y 'c: LJ.O tccC 10,00" TREADS 9' 4" 2 5T0 YI I I I I 2 -8x5 -(D r; 00 ZcWuL01 Qk LL N o 2G o x 4" DECORATIVE EF. 91-411 o_ r DAVIS BEWS DESIGN GROVP _ _ ____ 5 5H. — O.H.C. IL 150 STATE STREET EAST 0LDM4W FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CQM TAMPA • DENVER. -�� EST. 1994 �F—� N o 2G o x 4" DECORATIVE EF. 91-411 o_ I SCOPING CLG. I - COLUMN ON _ _ ____ 5 5H. — O.H.C. IL �'cm CLG. V. n 42" H. BA5E ARCH FROM 2-8x6-8 84" TO 8' 8" STAIR DATA: A.N. LINES LANDING — — — — I BOX DIRECT q 18 RISERS AT FROM UPPER UP I ( I I I 8" 5OFFIT UTIL. I =�-J-� ui 1.38" EACH FLOOR z 10,00" TREADS 9' 4" 2 5T0 YI I I I I 2 -8x5 -(D VENT Qk LL LIVING 2 -STORY 9'-4" 15'-0"x15'-2" CLG. CLG, G G. G. 5FD PWDR. CLG. Lu w•• �����✓� l� a ¢ ••666.0 O/v. M IPAvERs GARAGE W I■�■�1 ENTRY 20'-8"x22'-8" 1 9'-4" PLT. HT. 9'-4" PLT. HT. FLAT HEADER I ARCHED HEADER AT 1-0 AFF, I (5EE ELEVATION) F-1- F G.C. VERIFY THAT PECO DRAIN - 0 I5 INSTALLED AT PLANTERS z �/ T.O.M. 2'-0" x 2'-0" T.O.M. BETWEEN WALKWAY AND GARAGE o 9 4 G.M.U. COL. 9 4 AFF. 11 REINFORCED W/ AFF. p (3) 15 BARS LINE OF GARAGE DDDR IN OPEN POSITION r----------------- — ZIPch ' 0 AA LINE OF SECOND FLOOR ABV, REFER TO SHEET 16-0x1.0 O.H. GARAGE DDDR I 2A2 FOR MAIN FLOOR O PIAN W/ DIMEN5I0Ns HATCHING LEGEND LINE OF 5ECOND FLOOR ABV. T.O.M. INSULATE WALL 9'-4" • PAVER DRIVE/LEAD WALK AFF. SII MAIN FLOOR PLAN NOTES_ GARAGE 22 00 , 2 STORY CLG. 91-411 P D. I SCOPING CLG. I - HAN5EN CLG. V. 1 ° I ARCH FROM 2-8x6-8 84" TO 8' 8" PKT. — — — — I BOX DIRECT CIO 8" 5OFFIT UTIL. I =�-J-� DRYER VENT Qk CPT. TILE w; 81.411 CLG. Lu v o CLG. 2-8x6-8 1� nI 1 I I x� L—J -- LLI -r IN5ULATE 50 GAL.O oz t WALL W.H. o0-: o 2x8 WALL u- LIA w•• �����✓� l� a ¢ ••666.0 O/v. M IPAvERs GARAGE W I■�■�1 ENTRY 20'-8"x22'-8" 1 9'-4" PLT. HT. 9'-4" PLT. HT. FLAT HEADER I ARCHED HEADER AT 1-0 AFF, I (5EE ELEVATION) F-1- F G.C. VERIFY THAT PECO DRAIN - 0 I5 INSTALLED AT PLANTERS z �/ T.O.M. 2'-0" x 2'-0" T.O.M. BETWEEN WALKWAY AND GARAGE o 9 4 G.M.U. COL. 9 4 AFF. 11 REINFORCED W/ AFF. p (3) 15 BARS LINE OF GARAGE DDDR IN OPEN POSITION r----------------- — ZIPch ' 0 AA LINE OF SECOND FLOOR ABV, REFER TO SHEET 16-0x1.0 O.H. GARAGE DDDR I 2A2 FOR MAIN FLOOR O PIAN W/ DIMEN5I0Ns HATCHING LEGEND LINE OF 5ECOND FLOOR ABV. T.O.M. INSULATE WALL 9'-4" • PAVER DRIVE/LEAD WALK AFF. SII MAIN FLOOR PLAN NOTES_ GARAGE 22 00 , 301 -ID" 15' -ID" 15' -ID" V-411121_411 F— —� II a — --- . o c� m JG 00 12' ID" N e a LIVINGPWDR. �r 1- wo�� cam I I I Inow,®f . o 0 z_ oc GARAGE I eO 2'-2" ( 4'-6" M.O. I'-4" 22' -ID" I co - -- — —— — — — — --------- 00 0 I I >m I I ---1 REFER TO SHEET 241 FOR MAIN FLOOR PLAN UU NOTES 0 -8 5 -8 8 3'-o" I&I-oll M.O. 8' -ID" 22'-0" 2200 MAIN FLOOR PLAN DIMENSIONS GARAGE %RIGHT _ ate — 8" 8" I 3' 8" 8'-2" M.O. LANAI o_- Zo ISD" — — — — — — — OO I - o FAMILY ROOM 0 J rO 150 STATE STREET EAST T I F_ — DINING t — — — — — — — — — — — KITCHEN \ \ Al O. 1t�o JMI`�. I TAMPA . 1::P LAVER. EST. 1994 M �. `JM a — --- . o c� m JG 00 12' ID" N e a LIVINGPWDR. �r 1- wo�� cam I I I Inow,®f . o 0 z_ oc GARAGE I eO 2'-2" ( 4'-6" M.O. I'-4" 22' -ID" I co - -- — —— — — — — --------- 00 0 I I >m I I ---1 REFER TO SHEET 241 FOR MAIN FLOOR PLAN UU NOTES 0 -8 5 -8 8 3'-o" I&I-oll M.O. 8' -ID" 22'-0" 2200 MAIN FLOOR PLAN DIMENSIONS GARAGE %RIGHT ate — x ro w I I 41-111IID' ISD" — — — — — — — OO I - o 0 J rO 150 STATE STREET EAST T I F_ — DINING t — — — — — — — — — — — KITCHEN \ \ Al O. 1t�o JMI`�. W W W.DAVISBEWS.COM TAMPA . 1::P LAVER. EST. 1994 M �. `JM �. Lo IL • o C 2 P, 0_j C0 _ L CD -14 roN ,GJ41 'f0 �h 00 z Cj a — --- . o c� m JG 00 12' ID" N e a LIVINGPWDR. �r 1- wo�� cam I I I Inow,®f . o 0 z_ oc GARAGE I eO 2'-2" ( 4'-6" M.O. I'-4" 22' -ID" I co - -- — —— — — — — --------- 00 0 I I >m I I ---1 REFER TO SHEET 241 FOR MAIN FLOOR PLAN UU NOTES 0 -8 5 -8 8 3'-o" I&I-oll M.O. 8' -ID" 22'-0" 2200 MAIN FLOOR PLAN DIMENSIONS GARAGE %RIGHT ate — 14' 7" I I 41-111IID' ISD" — — — — — — — OO I - o 150 STATE STREET EAST T I F_ — DINING t — — — — — — — — — — — KITCHEN \ \ Al a — --- . o c� m JG 00 12' ID" N e a LIVINGPWDR. �r 1- wo�� cam I I I Inow,®f . o 0 z_ oc GARAGE I eO 2'-2" ( 4'-6" M.O. I'-4" 22' -ID" I co - -- — —— — — — — --------- 00 0 I I >m I I ---1 REFER TO SHEET 241 FOR MAIN FLOOR PLAN UU NOTES 0 -8 5 -8 8 3'-o" I&I-oll M.O. 8' -ID" 22'-0" 2200 MAIN FLOOR PLAN DIMENSIONS GARAGE %RIGHT Z Zi y DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OL XMMk, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA . 1::P LAVER. EST. 1994 a — --- . o c� m JG 00 12' ID" N e a LIVINGPWDR. �r 1- wo�� cam I I I Inow,®f . o 0 z_ oc GARAGE I eO 2'-2" ( 4'-6" M.O. I'-4" 22' -ID" I co - -- — —— — — — — --------- 00 0 I I >m I I ---1 REFER TO SHEET 241 FOR MAIN FLOOR PLAN UU NOTES 0 -8 5 -8 8 3'-o" I&I-oll M.O. 8' -ID" 22'-0" 2200 MAIN FLOOR PLAN DIMENSIONS GARAGE %RIGHT ALL EMERGENCY E5CAPE AND RESCUE OPENINGS 5HALL COMPLY WITH R310 PER RB.C.R. - 5TH EDITION (2014). CLEAR OPENING HEIGINT5 INDWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE of A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 a � O ZE, I u X H cfJ a dam L� MASTER SUITE 14'-4"x13'-0" 8'-0" FLAT CLG. /E35\ 3A3 ARCH FROM — — V-5" T01' 4" 2-8x6-8 PKT. Lu- } GARDEN TUBIL ARCH FROM CLG. 20" N. ,,� 6'-8" TO T-4'' TUB DECK Q A/C 2-64-8 5EE 5HEET2G n CHASE Q FOR TUB/5HWR DETAIL - — — TEMP. GL. ON --- Ok 42" H. LOW WALL IQ 00 — — — — s i 24" W/ MARBLE CAP M. BATH b HEAD IS" H. 5HOWEf2 1/16 0.5.8. aEYOND PROVIDE 8'-0" SEAT PAN AND DRAIN CLG. UNDER A.H.U. TILE 8' 0" SHOWER TYPICAL WOOD FRAME x ro y WINDOW SCHEDULE to 0 jo0 oN WINDOW WIDTHS 0 _j co , 20" 24" 36" t� � WWW DAVISBEWS.COM TAMPA • DENVER �w N _ � WINDOW CALL -OUTS L Lm�ot L• wa 00 'o LD N W2011 1818 F.G. 2018 F.G. 3018 F.C. 4018 F.G. cc ti ZNL1 = 24" 1820 F.G. 2020 F.G. 3020 F.C. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" p 1840 5H 2040 5H 3040 5H 4040 5H '—' z 60" 1850 5H 2050 5H 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, uj uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER 1MANUFACTURE 5PECIFICATIONS. z 6 REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51N6LE HUN6-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) CLEAR OPENING HEIGINT5 INDWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE of A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 a � O ZE, I u X H cfJ a dam L� MASTER SUITE 14'-4"x13'-0" 8'-0" FLAT CLG. /E35\ 3A3 ARCH FROM — — V-5" T01' 4" 2-8x6-8 PKT. Lu- } GARDEN TUBIL ARCH FROM CLG. 20" N. ,,� 6'-8" TO T-4'' TUB DECK Q A/C 2-64-8 5EE 5HEET2G n CHASE Q FOR TUB/5HWR DETAIL - — — TEMP. GL. ON --- Ok 42" H. LOW WALL IQ 00 — — — — s i 24" W/ MARBLE CAP M. BATH b HEAD IS" H. 5HOWEf2 1/16 0.5.8. aEYOND PROVIDE 8'-0" SEAT PAN AND DRAIN CLG. UNDER A.H.U. TILE 8' 0" SHOWER W/8R/A4 `c Lu m BELOW A/H TURN STUDS =DAs co 42" H. 36" H RAILING LOW WALL BLOWN a a z OPT. 36" H. INSULATION RAILING o ATTIC ACCESS;, M ..: CLG. LANDING = g11. W DETAILcn DOWN ll�z em SCALE: 1/2 - 1-0 LANDING �. a •°•°®.• b °°° °°° i % °Z,�® ir®17 4. ®® R/5 SHOWER `� j�®®® O� �4.d� •°0068 5-0x6.8 ®/619811 V v BED. BATH a O 0 BEDROOM 2 12'-0"x10'-0" 8'-0" FLAT CLG. CPT, TILEV)M 2-6x6-8 ` W 6 .,., R/5 ----- CLG. d (� 4-0x6.8 6 BFD --R/5 --- +6 a 9 5-0x6-8 BFp BEDROOM 4 BEDROOM 3 10'—o"x11'-10" 11'-0"x10'-4' 8'-0" FLAT CLG, 00 8'-0.. FLAT CLG. 0 3050 5H. HD. AT T-2` * EGRESS 2 - 3050 5H, >m Hp. AT T-2 �k EGRE55 I 0 -- -- ----- --� J 2200 UPPER FLOOR PLAN NOTES GARAGE SRIGHT x ro y to 0 jo0 oN 0 _j co , i c OLDSMAk FLORDA 34677 813.925.1300 TEL t� � WWW DAVISBEWS.COM TAMPA • DENVER �w N _ � r >_ > J N L Lm�ot L• wa 00 'o LD N 0 C0 Y cy cy J `.0.� cc ti ZNL1 W/8R/A4 `c Lu m BELOW A/H TURN STUDS =DAs co 42" H. 36" H RAILING LOW WALL BLOWN a a z OPT. 36" H. INSULATION RAILING o ATTIC ACCESS;, M ..: CLG. LANDING = g11. W DETAILcn DOWN ll�z em SCALE: 1/2 - 1-0 LANDING �. a •°•°®.• b °°° °°° i % °Z,�® ir®17 4. ®® R/5 SHOWER `� j�®®® O� �4.d� •°0068 5-0x6.8 ®/619811 V v BED. BATH a O 0 BEDROOM 2 12'-0"x10'-0" 8'-0" FLAT CLG. CPT, TILEV)M 2-6x6-8 ` W 6 .,., R/5 ----- CLG. d (� 4-0x6.8 6 BFD --R/5 --- +6 a 9 5-0x6-8 BFp BEDROOM 4 BEDROOM 3 10'—o"x11'-10" 11'-0"x10'-4' 8'-0" FLAT CLG, 00 8'-0.. FLAT CLG. 0 3050 5H. HD. AT T-2` * EGRESS 2 - 3050 5H, >m Hp. AT T-2 �k EGRE55 I 0 -- -- ----- --� J 2200 UPPER FLOOR PLAN NOTES GARAGE SRIGHT y DAVIS BEWS DESIGN GROVP -------------- 150 STATE STREET EAST OLDSMAk FLORDA 34677 813.925.1300 TEL 813.925. 1800 FAX WWW DAVISBEWS.COM TAMPA • DENVER EST. 1994 F�=-- W/8R/A4 `c Lu m BELOW A/H TURN STUDS =DAs co 42" H. 36" H RAILING LOW WALL BLOWN a a z OPT. 36" H. INSULATION RAILING o ATTIC ACCESS;, M ..: CLG. LANDING = g11. W DETAILcn DOWN ll�z em SCALE: 1/2 - 1-0 LANDING �. a •°•°®.• b °°° °°° i % °Z,�® ir®17 4. ®® R/5 SHOWER `� j�®®® O� �4.d� •°0068 5-0x6.8 ®/619811 V v BED. BATH a O 0 BEDROOM 2 12'-0"x10'-0" 8'-0" FLAT CLG. CPT, TILEV)M 2-6x6-8 ` W 6 .,., R/5 ----- CLG. d (� 4-0x6.8 6 BFD --R/5 --- +6 a 9 5-0x6-8 BFp BEDROOM 4 BEDROOM 3 10'—o"x11'-10" 11'-0"x10'-4' 8'-0" FLAT CLG, 00 8'-0.. FLAT CLG. 0 3050 5H. HD. AT T-2` * EGRESS 2 - 3050 5H, >m Hp. AT T-2 �k EGRE55 I 0 -- -- ----- --� J 2200 UPPER FLOOR PLAN NOTES GARAGE SRIGHT REFER TO SHEET 2A FOR FLOOR PLAN W1 NOTE6 — x ro w 150 STATE STREET EAST OUXMkR, FLORIDA 3*77 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DEr4VER r Lr r u) Jo O 0 M J W Co oy" ` r >>JN � n°LL O ro� r,O d �= O -j CO ----------------- V.Y �� ::D= ��N . Jc 0 h Z cli I MASTER SUITE I I M m all_4,_011 6'-m" 4'-4" I ----------- — '� N ---`° a v 53 I — 12'-4" 2'-8" 5'-0" 2' 6" 3'-I0" 3' -all �. ;_, uom o "' Cl-------------- @ M. BATH v 3'-3" V M U � _ Q 5'-8" 12',411 LiN Lu z -@ (1.811 2'-0" 2'-8" 2' 8" 44" i- BATH 2 (D BEDROOM 2 I 0 2 6 3 m 2 6 NOTE: `r I ALL INTERIOR ANGLED WALLS — — — -- ARE AT 45° (UN.O,) d N 6'-9" — � _ (n 6'-6" 5' 2" 3'-8" BEDROOM 4 BEDROOM 3 — — — — --- --� 5'-I0" 5'-10" 5'-2" 5'-2" 8'-0 11'-8" 10'-4" 3m' -m" — x ro w 150 STATE STREET EAST OUXMkR, FLORIDA 3*77 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DEr4VER r Lr r u) Jo O 0 M J W Co oy" ` r >>JN � n°LL O ro� r,O d �= O -j CO E0 V.Y �� ��N . Jc 0 h Z cli UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMkR, FLORIDA 3*77 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DEr4VER EST. 1994 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT DINING ROOM COL. ASCALE: 1/4" - I'-0" UNDER -FAIR PROTECTION ENCL05ED ACCE5515LE 5PACE UNDER 6TAIR5 5HALL HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM BOARD PER F.B.C.R. - 5TH EDITION (2014) 8302.1 STAIR N07E5: RAILING BALU5TER5 5HALL BE 5PAGED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH. HANDRAILS HANDRAIL5 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 A50VE THE LOWEST RISER, HANDRAIL ENDS 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR 5AFETY TERMINAL5. HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A SPACE OF NOT LE65 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5. CONTINUOU5 GRA5PA5LE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA (2) 2x8 — LEDGERS (TYP.) DINING ROOM COL. BSCALE: 1/4" : -0" 3 TREAD5 AT LANDING 10.00" EACH 42" H. 1 —7 �--RAILING GL E OPEN :.-. TO KITCHEN __ 3/4" PLYWD, N O r0 BEAM DECKING TI OPEN TO KITCHENTr CROWN FLOOR 5Y5TEM 2 «, fillca PAINTED SAND WRAPPED TRIM BD. CAP DINING MIN. HEAD COLUMN W/ AND 5A5E •®V i O O V 10.001, CONTINUOU5 -- MNG �m ppl^y�00 co ~® O (TYP.) GRA5PABLE -71 DINING ROOM COL. BSCALE: 1/4" : -0" 3 TREAD5 AT LANDING 10.00" EACH 42" H. 1 —7 �--RAILING STAIR SECTION. 50ALE: 1/4" - 14" DINING ROOM COL. CSCALE: Il4" = I'-0" TEMP. GL. ON 42" H LOW WALL W/ CORIAN CAP \ _ a GEL GL E m GARDEN 3/4" PLYWD, N O r0 BEAM DECKING TI a z CROWN FLOOR 5Y5TEM 2 DRYWALL fillca PAINTED SAND WRAPPED TRIM BD. CAP 36" H. MIN. HEAD COLUMN W/ AND 5A5E •®V i O O V 10.001, CONTINUOU5 CLEARANCE O ... o C o �m ppl^y�00 co ~® O (TYP.) GRA5PABLE -71 olop"C'iY r� m oocro Z N G a RAILING O (2) 2x8 I -•--I" NOSING BEAMS (TYP.) Q rrYP.) F —F —1 2x TREAD5 AND Ix R15ER5 (TYP) 2-8x5-0 2x 5TRINGER5 5FD LANDING 12 TREAD5 AT 10.00" EACH STAIR SECTION. 50ALE: 1/4" - 14" DINING ROOM COL. CSCALE: Il4" = I'-0" TEMP. GL. ON 42" H LOW WALL W/ CORIAN CAP \ _ a GEL GL E m GARDEN x 01 w N O r0 N U TI a z CROWN SHOWER 2 DRYWALL fillca PAINTED SAND WRAPPED TRIM BD. CAP FIN15H COLUMN W/ AND 5A5E •®V i O O V ROUNDED (5EE COL. ROUNDED CORNER CORNER 51pE VIEW DEAD DETAIU DEAD COLUMN BA5E6 I/2" 42" H. DRYWALL TRIM LOW WALL BELOW CHAMFER W/ ROUNDED TOP OF CORNERS COMER DEAD Lout WALL PLAN VIEW SIDE VIEW DINING RUOM m GARDEN x 01 w N O r0 l oo J,�O O Jvj1hT TI a z i SHOWER 2 ®®®%%1111 fillca co N i omco ` DOjL • ';1 ae a •®V i O O V ® ®.� \< w`,• Lu Lu s O ©® }— ® Q O ... o C o �m ppl^y�00 co ~® O -71 olop"C'iY r� m oocro Z N G a O 4\� O DINING RUOM m GARDEN COLUMN DETAIL N O SCALE: N.T.5. l oo TI a z TILE SHOWER ®®®%%1111 fillca ';1 ae a •®V i ® ®.� \< w`,• Lu Lu s O ©® }— ® Q �m ppl^y�00 co ~® O -71 O 4\� O U m GARDEN TUB N O TI TILE SHOWER TIL TOP OF ENCL. 1 II 6 -2 TEMPERED -� GLA55 CORIAN ...ENCL. CAP TILE RACK- 5PLA5N TILE TUB PECK - SHOWER a GARDEN TILE TUB BEYOND N FINISH FLOOR0M 0 SECTION cr) >7 I T1 F�0 E SHOWER/TUB DETAIL 0 22 0 0 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk FLORIDA 346T7 813. 925. 1 00 TEL 813. 925.1800 FAX W W W,DAVISBEWS.COM TAMPA • DENVER EST. 1994 �-� 11 SCALE: 1/4 = I PLAN DETAILS- 6GALE: 1/4" = C-0" GARAGE RIGHT 11/2" THICK SAND FIN15N KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) R103b.1 AND ASTM C Vol THICK THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.G.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" GLEAR OPENING HEIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G.R: - 5TH EDITION (2014) 83122 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) R312.2 G.G. VERIFY ALUMINUM OVER 2x6 5Z FASCIA (TYPICAL) PLT. HT. _ 4" BAND ING—� (TYP.) STUCCO —� FINISH m N SECOND F.F. LINE M 6 2 6 12 LSHINGLE 126 ROOF 6 SHINGLE ROOF ROOF SHINGLE ROOF PLT: HT. F. F STUCCO FIN15N 6" BANDING * r (TYP.) j �- 6 BANDING LSHINGLE (TYP.) .—STUCCO SECOND F.F. LINE SECOND FF. LINE ROOF FIN15N SAND FIN 15H *- QUION5 (TYP.) — TEMP. GRADE LINE) (ASSUMED) — SHINGLE z DAVIS BEWS DESIGN GROUP K N EST. 1994 Jr 0 Lo 4 w o0,Mm ` 1 j J N ��IL L• Q) W INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) R103b.1 AND ASTM C Vol THICK THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.G.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" GLEAR OPENING HEIGHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.G.R: - 5TH EDITION (2014) 83122 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) R312.2 G.G. VERIFY ALUMINUM OVER 2x6 5Z FASCIA (TYPICAL) PLT. HT. _ 4" BAND ING—� (TYP.) STUCCO —� FINISH m N SECOND F.F. LINE M 6 2 6 12 LSHINGLE 126 ROOF 6 SHINGLE ROOF ROOF SHINGLE ROOF PLT: HT. F. F STUCCO FIN15N 6" BANDING * r (TYP.) j �- 6 BANDING LSHINGLE (TYP.) .—STUCCO SECOND F.F. LINE SECOND FF. LINE ROOF FIN15N SAND FIN 15H *- QUION5 (TYP.) — TEMP. GRADE LINE) (ASSUMED) — SHINGLE ROOF T.OM: 6" BANDING SAND FIN15Ncz (TYP.) QUION a 0 6" BANDING --------------- ,.< _7T I LAA MAIN FF. LINE ®'®I�® •®'�®®.s® ®®s ®®®®®ar TEMP. © COPYRIGHT 2014, TAYLOR MORR15ON 51DE GRADE LINE LT. (ASSUMED) 111! a® O FRONT ELEVATION O .SCALE: I/4 = 1-0 00 00 0 ch 0 22000 ELEVATION "B" GARAGE RIGHT • DAVIS BEWS DESIGN GROUP K N EST. 1994 Jr 0 Lo t0 o 0 J co o0,Mm ` 1 j J N ��IL L• 0 O 21) U '� h 0� �0 E LL Y coN r0fp 0 00 OD z C., of ROOF T.OM: 6" BANDING SAND FIN15Ncz (TYP.) QUION a 0 6" BANDING --------------- ,.< _7T I LAA MAIN FF. LINE ®'®I�® •®'�®®.s® ®®s ®®®®®ar TEMP. © COPYRIGHT 2014, TAYLOR MORR15ON 51DE GRADE LINE LT. (ASSUMED) 111! a® O FRONT ELEVATION O .SCALE: I/4 = 1-0 00 00 0 ch 0 22000 ELEVATION "B" GARAGE RIGHT DAVIS BEWS DESIGN GROUP 150 STATE STREET HAST OLD MMI, FLORIDA 34677 813 .925. 1300 TEL 813. 925. 1800 FAX WWW.DAVISBEWS.COM TAMPA • E>Es4VER EST. 1994 ROOF T.OM: 6" BANDING SAND FIN15Ncz (TYP.) QUION a 0 6" BANDING --------------- ,.< _7T I LAA MAIN FF. LINE ®'®I�® •®'�®®.s® ®®s ®®®®®ar TEMP. © COPYRIGHT 2014, TAYLOR MORR15ON 51DE GRADE LINE LT. (ASSUMED) 111! a® O FRONT ELEVATION O .SCALE: I/4 = 1-0 00 00 0 ch 0 22000 ELEVATION "B" GARAGE RIGHT I 4..1..r,,...Ml�l6_L IIS, I _...._._. __... i. REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT i ��� REQUIREMENT5 FOR ROOF ���' 6:12 i UPPER ROOF PITCHES LE55 THAN 4:12 i i VENT REQUIREMENTS 6:12 -.— I G.G. VERIFY THAT 356.56 50. IN. n i OF VENTILATION THROUGH UPPER I oc 2/3 OF ROOF 15 ACQUIRED, VERIFY QUANTITY OF ROOF VENTS All" S REQUIRED, PER MANUFACTURER'5 a; 5PECIFICATION5 OF NET FREE AREA ENTRY ROOF I I I PER VENT. VENT REQUIREMENTS I 1'-0" K N v.- DESIGN GROVP U to O to o 150 STATE STREET EAST TYP. Jml�m LANAI ROOF W W W.DAVISBEWS.COM TAMPA • DENVER �� EST. 1994 OVERHANG .2w co N - i : J N VENT REQUIREMENTS �• • OF VENTILATION THROUGH UPPER AT HIP :2 Is 'oN G.G. VERIFY THAT 36.00 60. IN. `� 0-j cO 3�E� (U.N.OJ 0 0 OF VENTILATION THROUGH UPPER c N tJ.-gyp �0 }� 00 (00 Z N 2 'I 2/3 OF ROOF 15 ACQUIRED. _ VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S I TYP, i 6:12 .4 j 5PECIFICATION5 of NET FREE AREA I OVERHANG REQUIRED, PER MANUFACTURER'5 3B3 - .t PER VENT. i AT GABLE 5PECIFICATION5 OF NET FREE AREA (U.N.O.) �] 6:12 PER VENT. I "'- 6:12 ^E35 _ ---- ---- -" I AI —i 3B3 I I JJ1-I LgllFr VENT REQUIREMENTS G.C. VERIFY G.C. VERIFY THAT 4.96 5Q. IN. RADIANT BARRIER I ,S) ROOF I I 2/3 OF ROOF 15 ACQUIRED, I I I OFF -RIDGE i REQUIRED, PER MANUFACTURER'5 I VENT (TYP.) 5GALE: I/V = I' -O" I I_ 6:12 I PER VENT. I � I I � I r I yA I I REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT i ��� REQUIREMENT5 FOR ROOF ���' 6:12 i UPPER ROOF PITCHES LE55 THAN 4:12 i i VENT REQUIREMENTS 6:12 -.— I G.G. VERIFY THAT 356.56 50. IN. n i OF VENTILATION THROUGH UPPER I oc 2/3 OF ROOF 15 ACQUIRED, VERIFY QUANTITY OF ROOF VENTS All" S REQUIRED, PER MANUFACTURER'5 a; 5PECIFICATION5 OF NET FREE AREA ENTRY ROOF I I I PER VENT. REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITGHE5 LE55 THAN 4:12 (2) 2x6 LEDGER NAILED TO 5TUD5 W/ (3)10d NAILS AT TOP AND BOTTOM CHORD OF TRU55 GONG, LINTEL GIRDER TRU55 -\ 12 30'-0" (VERIFY W/ TRU55 MANUF.) 12 12 ro ROOF TRU55E5 a6 AT 24" O.C. (TYPICAL) L e CLOSET MA T _ BEAM -� FLOOR 5Y5TEM -■- BEAM DIN ING FAMIL RO M ROOM GIRDER TRU55 SECTION AA 5CALE: 1/5" = I' -O" 4*4 x" I to] = 5GALE: I/V = I' -O" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING z O w > W 0 3/4" 1 " THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM G 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" 1'-0" L*EFEIVEER SHEET ES FOR RLAYMENT 12 12 5 FOR ROOF THAN 4:12 SHINGLE 12 65HINGLE 12# �k 6 2 5HINGLE ROOF a ROOF a6 ROOF PLT. HT. / PLT. NT. L -STUCCO _ ' Q FIN15H7 (TYP.) FIN16H F.G. * FINISH �o i 12 / �l SECOND FF. LINE 3� 5ECOND F.F. LINA �6 _ SECOND FF. LINE T.O.M. T.O.M_`, SAND 0 MAIN FF. LINE STUCCO �, STUCCO `A LN VENT REQUIREMENTS I •^�!' y DAVIS BEWS K N v.- DESIGN GROVP U to O to o 150 STATE STREET EAST 0 Jml�m G.C. VERIFY THAT 12.80 5Q. IN. W W W.DAVISBEWS.COM TAMPA • DENVER �� EST. 1994 Y/ sm Loj_ .2w co N - i : J N LLoQp`LLM m • OF VENTILATION THROUGH UPPER :2 Is 'oN LLI `� 0-j cO 3�E� 0 0 2/3 of ROOF 15 ACQUIRED, c N tJ.-gyp �0 }� 00 (00 Z N 2 'I VERIFY QUANTITY OF ROOF VENTS i 6:12 .4 j REQUIRED, PER MANUFACTURER'5 3B3 - .t 5PECIFICATION5 OF NET FREE AREA PER VENT. I ___________ I -------------- ---- ---- -J GARAGE ROOF VENT REQUIREMENTS G.C. VERIFY G.C. VERIFY THAT 4.96 5Q. IN. RADIANT BARRIER OF VENTILATION THROUGH UPPER ROOF PLAN 2/3 OF ROOF 15 ACQUIRED, VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'5 5GALE: I/V = I' -O" 5PECIFICATION5 OF NET FREE AREA PER VENT. REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITGHE5 LE55 THAN 4:12 (2) 2x6 LEDGER NAILED TO 5TUD5 W/ (3)10d NAILS AT TOP AND BOTTOM CHORD OF TRU55 GONG, LINTEL GIRDER TRU55 -\ 12 30'-0" (VERIFY W/ TRU55 MANUF.) 12 12 ro ROOF TRU55E5 a6 AT 24" O.C. (TYPICAL) L e CLOSET MA T _ BEAM -� FLOOR 5Y5TEM -■- BEAM DIN ING FAMIL RO M ROOM GIRDER TRU55 SECTION AA 5CALE: 1/5" = I' -O" 4*4 x" I to] = 5GALE: I/V = I' -O" 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING z O w > W 0 3/4" 1 " THICK NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM G 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" 1'-0" L*EFEIVEER SHEET ES FOR RLAYMENT 12 12 5 FOR ROOF THAN 4:12 SHINGLE 12 65HINGLE 12# �k 6 2 5HINGLE ROOF a ROOF a6 ROOF PLT. HT. / PLT. NT. L -STUCCO _ ' Q FIN15H7 (TYP.) FIN16H F.G. * FINISH �o i 12 / �l SECOND FF. LINE 3� 5ECOND F.F. LINA �6 _ SECOND FF. LINE T.O.M. T.O.M_`, SAND 0 MAIN FF. LINE STUCCO �, STUCCO `A LN !!I I •^�!' y DAVIS BEWS K N v.- FIN15H 2' m" SAND QUION5 (TYP.) FIN15H e /TEXTURED (TYP,)RETURN QUIONS FIN15HAT 51DE5 (TYP,) MAIN FF: LINE GRADE LINE (A55UMED) FG"f FI F\/ATT(1N i el 12 12 12 ,/ 6 � Q6 a6 LBHINGLE --5HINGLE OOF R PLT. HT. ROOF- PLT: HT: _ •^�!' y DAVIS BEWS K N v.- DESIGN GROVP U to O to o 150 STATE STREET EAST 0 Jml�m 813.925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �� EST. 1994 Y/ sm Loj_ .2w co N - i : J N LLoQp`LLM m • 00 :2 Is 'oN `� 0-j cO 3�E� 0 0 c N tJ.-gyp �0 }� 00 (00 Z N 2 'I FG"f FI F\/ATT(1N i el 12 12 12 ,/ 6 � Q6 a6 LBHINGLE --5HINGLE OOF R PLT. HT. ROOF- PLT: HT: _ Lu a: a 5EGOND FF. LINE --SHINGLE 5ECOND FF. LINE 00 T.O.M. ROOF T.O.M. _ a z v a mcj CLEAR OPENING HEIGHTS `� ■ T "ME r'C � V11111191"co p � {9L IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE @ 6' ®���� ®>o� WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART TEMP. ®�� MAIN FF. LINE *44�, ® 2 OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MAIN FF. LINE _ _ _ -- _ — ®py MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THEe -°-I ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE GRADE LINE W # 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT (A55UMED) Z ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THEoo day a�°•••°®p Gj ®`® FIN15HED FLOOR PER F.B.G.R - 5TH EDITION (2014) 83122 REAR ELEVATION ��•®��� �R ®® WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, 0 SCALE: I/8" = I' O" WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 0 00 6 12 5HINGLE 6 1212 Q6 00 ROOF J LSHINGLE 12 0 6 ROOF Q 6 PLT. HT. PLT. HT: _ - _ _ - O 5T UCCO ■- 5TUCC0STUCCO TAMP: �o FIN15H TEMP.-/oFINISH '- FINISH 055. (TYP.) �loil 5ECOND FF. LINE_ _ _5EGOND F.F. LINE T.O.M. 6 T.O.M. _ v 2'-0" - v 9 m (TYP.) SAND RETURN 00 :4 22 FINISH -TEXTURED @ TEXTURED AT SIDES FIN15H ° QUIONS FINISH (TYP) 7 MAIN F.F. LINE _ _ - _ _ - _ _ _ MAIN F.F. LINE GRADE LINE (A55UMED) RIGHT :ELENATION ELEVATION "B" GARAGE RIGHT •^�!' y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR FLORIbA 34677 813.925.1300 TEL 813.925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER �� EST. 1994 Lu a: a 5EGOND FF. LINE --SHINGLE 5ECOND FF. LINE 00 T.O.M. ROOF T.O.M. _ a z v a mcj CLEAR OPENING HEIGHTS `� ■ T "ME r'C � V11111191"co p � {9L IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE @ 6' ®���� ®>o� WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART TEMP. ®�� MAIN FF. LINE *44�, ® 2 OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MAIN FF. LINE _ _ _ -- _ — ®py MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THEe -°-I ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE GRADE LINE W # 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT (A55UMED) Z ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THEoo day a�°•••°®p Gj ®`® FIN15HED FLOOR PER F.B.G.R - 5TH EDITION (2014) 83122 REAR ELEVATION ��•®��� �R ®® WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, 0 SCALE: I/8" = I' O" WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 0 00 6 12 5HINGLE 6 1212 Q6 00 ROOF J LSHINGLE 12 0 6 ROOF Q 6 PLT. HT. PLT. HT: _ - _ _ - O 5T UCCO ■- 5TUCC0STUCCO TAMP: �o FIN15H TEMP.-/oFINISH '- FINISH 055. (TYP.) �loil 5ECOND FF. LINE_ _ _5EGOND F.F. LINE T.O.M. 6 T.O.M. _ v 2'-0" - v 9 m (TYP.) SAND RETURN 00 :4 22 FINISH -TEXTURED @ TEXTURED AT SIDES FIN15H ° QUIONS FINISH (TYP) 7 MAIN F.F. LINE _ _ - _ _ - _ _ _ MAIN F.F. LINE GRADE LINE (A55UMED) RIGHT :ELENATION ELEVATION "B" GARAGE RIGHT pan BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE -1N WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED x w ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO ro JO�O COVER SHEET) OLD31MK MORMA 3*77 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF EXTERIOR FINISH TAMPA • nENVER TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING BUILDING WRAP BEYOND Y/ AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER PER BUILDER rr� ROOF FRAMING PLAN FLASHING. T BRG. MGT. M. DRIP EDGE FASCIA TED ALUM. SOFFIT ATH & EXT. FINISH JDOW FLASHING AS REQ'D WINDOW TRIM kDER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A )ODEN ANG SILL PLATE 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS i RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I i WATER PROOF CAULKING I i PER BUIIILLDER ISH PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING wF�Ty - FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RAS/ST 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 MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING WEATHER RESISTIVE BARRIER FLASHING WEATHER RESISTIVE BARRIER 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 FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE EXTERIOR SHEATHING SILL PLATE FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP &TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" x w DESIGN GROUP ro JO�O ... 7/16" O.S.B. SHEATHING OLD31MK MORMA 3*77 0 .j co EXTERIOR FINISH TAMPA • nENVER EST. 1994 oz�-- BUILDING WRAP BEYOND Y/ O�Orn PER BUILDER rr� .N W M FLASHING. >>JM PROVIDE FLASHING I LD 2 ° '0 n BOOT AT POSTS C CEMENT PLASTER STOP a J 00CC�� Z 04 It WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. 20" FLOOR �viTRUSS r i i 2X8 TRIM BOARD STUCCO J" MOLD PROVIDE SELF ADHERED 7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 SEE STRUCTURAL FOR CONNECTORS �24" FLOOR TRUSS TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY II 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. � m R703.2 WATER -RESISTIVE BARRIER � .- 00 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 uj C3 ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER _, THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). 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 '%, doe® 6008 3 ®,® EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. `°d•• i� ✓'�, ®D R703.8 FLASHING _ ®o � ira 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 �s4®dam•®®,® COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ®®s,®® p FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ® IIm® REATER FOR PROPER JOINT EXPANSION AND O COMPLYING WITH AAMA 800 OR ASTM G 920 CLASS 25 GRADE NS OR G 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 Q 0 CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: V) , 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISHOR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE z 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 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR 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. 00 1.4 IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. ch 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH F. PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 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. 2200 6. AT WALL AND ROOF INTERSECTIONS. • TITLE 7. AT BUILT-IN GUTTERS. - FLASHING DETAILS • SHEET FLASHING DETAILS3B3 N.rs. x w DESIGN GROUP ro JO�O 150 STATE STREET EAST OLD31MK MORMA 3*77 0 .j co W W W.DAVISBEWS.COM TAMPA • nENVER EST. 1994 oz�-- Y/ O�Orn rr� .N W M >>JM L Lm�0LL 00 LD 2 ° '0 n OJ CO C a J 00CC�� Z 04 It TYPICAL FLASHING AT BALCONY II 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. � m R703.2 WATER -RESISTIVE BARRIER � .- 00 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 uj C3 ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER _, THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). 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 '%, doe® 6008 3 ®,® EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. `°d•• i� ✓'�, ®D R703.8 FLASHING _ ®o � ira 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 �s4®dam•®®,® COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR ®®s,®® p FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT ® IIm® REATER FOR PROPER JOINT EXPANSION AND O COMPLYING WITH AAMA 800 OR ASTM G 920 CLASS 25 GRADE NS OR G 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 Q 0 CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: V) , 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISHOR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE z 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 0 INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR 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. 00 1.4 IN ACCORDANCE WITH FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. ch 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH F. PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 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. 2200 6. AT WALL AND ROOF INTERSECTIONS. • TITLE 7. AT BUILT-IN GUTTERS. - FLASHING DETAILS • SHEET FLASHING DETAILS3B3 N.rs. i DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD31MK MORMA 3*77 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVER EST. 1994 oz�-- SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP SCREED TERMINATE SELF ADHESIVE FLASHING AT LOWER NOSE OF M.W.W.5. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING DIVERTER FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW DRIP EDGE I FASCIA IGE i SEAL TOPS OF JOISTS — UNDER DECKING (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST 7PP"i SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR 3/4'A" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING / / SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD C+O / CO . *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK CONT. GALV. "L" 7/8" CEMENT PLASTER EXTEND MIN. 6" ABOVE FLASHING PER FLASHING TEXTURED, PAINTED MANUFACTURES 6 TO 12" EXTER. WALL FINISH SPECIFICATIONS ROOF CRICKET: SPECS. 6" HIGH MIN: 3:12 SLOPE PLASTER STOP — CRICKET AS (REQUIRED AT WEEP SCREED SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP RC BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER ROOFING FELT APPROVED WEATHER -RESISTANT FLASHING W/ TAR (0.6 cm : 30.5 cm) DRIP EDGE MATERIAL W/ METAL LATH IN CONT. GALV. "L" - ooh,, MATERIAL W/ METAL LATH IN FLASHING PER > ACCORDANCE WITH ASTMC1063 MANUFACTURES 0 CO SELF -ADHERED FLASHING SPECIFICATIONS u.` 0 c' \ y OVER ROOF ROOF MATERIAL PER : r � } 0 � cy 0 mj� SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS RE REQUIRED Q 00 zN2o UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" 0.0, ' / 7/16" O.S.B. ' BEAUTY STRIP ROOF SHEATHING SHINGLE OVER FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH r HOLD EXTERIOR o+ r FINISH 2" ABOVE :` ° ROOF l y FLASHING CAULKING l FIGURE 2: WALL FINISH ASPHALT SEALANT: 7/8" CEMENT PLASTER EXTEND MIN. 6" ABOVE WINDOW UNIT FLASHING IN ACCORDANCE WITH ACCORDANCE WITH 6 TO 12" m PER PLAN MAINTAIN SPECS. 6" HIGH BOTTOM OF DIVERTER 6 FLASHING WEEP SCREED SHINGLES W/ TAR GALV.'L' FLASHING TYPICAL. SHINGLE PER APPROVED WEATHER -RESISTANT ROOFING FELT APPROVED WEATHER -RESISTANT (0.6 cm : 30.5 cm) DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL UNPERFORATED 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN WINDOW UNIT FLANGE 7/8" IN ACCORDANCE WITH ACCORDANCE WITH WEEP SCREED m ASTMC926 MAINTAIN METAL FLASHING 3-1/2" ASTMC926 BOTTOM OF SLOPE 0 WEEP SCREED WEEP SCREED SHINGLES W/ TAR 11/2" TO 2" 0.3 in: 12.0 in SHINGLE PER APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT (0.6 cm : 30.5 cm) MATERIAL W/ METAL LATH IN L `, ooh,, MATERIAL W/ METAL LATH IN 00 ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 0 CO SELF -ADHERED FLASHING u.` 0 c' EXTERIOR : r � } 0 � cy 0 mj� BUILDING PAPER BUILDING PAPER 00 zN2o CEMT. FIN. 7/16" O.S.B. BUILDING PAPER ' / 7/16" O.S.B. ' SHEATHING SHEATHING — WIRE LATH KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF - _ 77 FLASHING / BLOCK 31/21 UNPERFORATED SELF -ADHERED FLASHING ABovE RooF 1/2 CEMENTI710U5 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER •°®,®°° WILL NEED TO BE MECHANICALLY FASTEN IF RUBBERIZED ASPHALT— ®°®,® MITER CUT AND RUBBERIZED • m ® CAULKED ALL BUTT NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN •° JOINTS NEED TO BE THROUGH SELF -ADHERED ASPHALT ADHESIVE �.®®® ®. FLASHING SELF ADHERED FLASHING -- ACCORDANCE WITH ° ®•° °•�® EMBEDDED IN ASTMC926 OVER WOOD ° ®°q•® ®' .® SEALANT USING 2ND FLOOR . VULCUM CAULK FOR SCORED ALL ;! RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1 / 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP CEMENT BLOCK �j ®�.�•® SCREED VU CUM CAULK BOTTOM • FLANGE 7/8" JOINT ONLY 150 STATE STREET EAST 0UXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER WEEP SCREED m MAINTAIN METAL FLASHING 3-1/2" - BOTTOM OF UNPERFORATED FLANGE 7/8" 0 WEEP SCREED WEEP SCREED SHINGLES W/ TAR 11/2" TO 2" SELF -ADHERED FLASHING ABovE RooF 1/2 CEMENTI710U5 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER •°®,®°° WILL NEED TO BE MECHANICALLY FASTEN IF RUBBERIZED ASPHALT— ®°®,® MITER CUT AND RUBBERIZED • m ® CAULKED ALL BUTT NEEDED IN CORNERS ADHESIVE CEMENT PLASTER IN •° JOINTS NEED TO BE THROUGH SELF -ADHERED ASPHALT ADHESIVE �.®®® ®. FLASHING SELF ADHERED FLASHING -- ACCORDANCE WITH ° ®•° °•�® EMBEDDED IN ASTMC926 OVER WOOD ° ®°q•® ®' .® SEALANT USING 2ND FLOOR . VULCUM CAULK FOR SCORED ALL ;! RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1 / 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP CEMENT BLOCK �j ®�.�•® SCREED PLASTER L e ®®® OVER BLOCK 1ST� cD SELF -ADHERED FLASHING FLOOR ® c� INSIDE CORNER J� mTMty INSTALL BOTTOM EDGE OF C*lja i SLAB WEEP SCREED 1" BELOW a FINISH FLOOR /�— J b11111III/I ASPHALT BASED NOTE: / OPTIONAL Ut I /AIL 3, SEALANT APPLIED BEHIND FLASHING THE BUILDING PAPER AND AND EXTENDING A METAL LATH MUST BE - 4u�1co MINIMUM OF6 ABovEWEEP SCREED DETAIL VERTICAL RISE OF = INSTALLED OVER THE TOP ®> FLASHING AT KNEEWALL SCALE; NOT TO SCALE OF THE WEEP SCREED. w. O 1® SEALANT 1 1 SHEATHING \ RING DETAILS SELF -ADHERED FLASHING PATCH FLASHING W/ TAR FLASHING INSTALLATION /? CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER • x 150 STATE STREET EAST 0UXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 m SPECIFICATIONS C 0 r0 OVER ROOF 0 ���o _j co SHINGLES W/ TAR SHINGLE PER R�O�E CONTRACT L `, ooh,, 00 0 CO u.` 0 c' 0 : r � } 0 � cy 0 mj� *+ 00 zN2o PLASTER L e ®®® OVER BLOCK 1ST� cD SELF -ADHERED FLASHING FLOOR ® c� INSIDE CORNER J� mTMty INSTALL BOTTOM EDGE OF C*lja i SLAB WEEP SCREED 1" BELOW a FINISH FLOOR /�— J b11111III/I ASPHALT BASED NOTE: / OPTIONAL Ut I /AIL 3, SEALANT APPLIED BEHIND FLASHING THE BUILDING PAPER AND AND EXTENDING A METAL LATH MUST BE - 4u�1co MINIMUM OF6 ABovEWEEP SCREED DETAIL VERTICAL RISE OF = INSTALLED OVER THE TOP ®> FLASHING AT KNEEWALL SCALE; NOT TO SCALE OF THE WEEP SCREED. w. O 1® SEALANT 1 1 SHEATHING \ RING DETAILS SELF -ADHERED FLASHING PATCH FLASHING W/ TAR FLASHING INSTALLATION /? CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 0UXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 PLASTER L e ®®® OVER BLOCK 1ST� cD SELF -ADHERED FLASHING FLOOR ® c� INSIDE CORNER J� mTMty INSTALL BOTTOM EDGE OF C*lja i SLAB WEEP SCREED 1" BELOW a FINISH FLOOR /�— J b11111III/I ASPHALT BASED NOTE: / OPTIONAL Ut I /AIL 3, SEALANT APPLIED BEHIND FLASHING THE BUILDING PAPER AND AND EXTENDING A METAL LATH MUST BE - 4u�1co MINIMUM OF6 ABovEWEEP SCREED DETAIL VERTICAL RISE OF = INSTALLED OVER THE TOP ®> FLASHING AT KNEEWALL SCALE; NOT TO SCALE OF THE WEEP SCREED. w. O 1® SEALANT 1 1 SHEATHING \ RING DETAILS SELF -ADHERED FLASHING PATCH FLASHING W/ TAR FLASHING INSTALLATION /? CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL t`ctiFFq c%t 95� OV, '0 Sspti \ o A/, 1:y 0. RAKE METAL DRIP EDGE TO BE OVER UNDERLAYMENT AT 14" GABLE ENDS EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE SAVE 7" PIECES TO USE IN 5TH COURSE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING C WATERPROOFING METHODS TO BE USED. N.T.5. FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER R�O�E CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL DO NOT NAIL WITHIN 6" VALLEY CENTERLINE REMOVE LINE VALLEY BY CENTERING 36" WIDE CERTAINTEED WINTERGUARD WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. FIGURE 4: VALLEY DETAIL t`ctiFFq c%t 95� OV, '0 Sspti \ o A/, 1:y 0. RAKE METAL DRIP EDGE TO BE OVER UNDERLAYMENT AT 14" GABLE ENDS EMBED EACH SHINGLE IN A 2" WIDE STRIP OF ASPHALT RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE SAVE 7" PIECES TO USE IN 5TH COURSE THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING C WATERPROOFING METHODS TO BE USED. N.T.5. ELECTRICAL RISER DI NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. AGRAM M E#= FLUORFSCENT LIGHT FIXTURE 4 EXHAUST FAN ip. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) Cl PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER AEL ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c\/> ROUGH -IN FOR OPT. CEILING FAN v J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL. GROUND FAULT CIRCUIT -INTERRUPTERS IGf.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATE5. 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE Af.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GfG.l. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH Nf.PA.10, N.E.C. 2011, F.B.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR M5 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. V LANAI FAMILY ROOM ROUGH -IN �Q \FOR OPT. l ROUGH -IN FAN/LIGHT FOROPT. .� FAN/LIGHT \� Gf.l. ELECT f CAL <E"� K co DINING 150 STATE STREET FAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • L>E Nrv7—R . 0 DUPLEX CONVENIENCE OUTLET 0 to Q J co DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET 4/0 ALU. CABLE .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET > .> 04 N I Gf.I. C/xF.l Gf.l. oolL HALF -SWITCHED DUPLEX OUTLET MAIN DISCONNECT METER 'DISC. --—--—— — — — — — —MICROWAVE - - SPECIAL PURPOSE OUTLET COMBO -SQUARE D KITCHENOUTLET �221!. +14" J 00 �Sr; y � `!... Z N 0 DUPLEX OUTLET IN FLOOR TYP. "14 AND +%2 COPPER TO a+ 36" REFER TO FLOOR IN51DE LIGHTS AND OUTLETS I 220 VOLT OUTLET PLAN FOR NOTED MAIN DISC. \ CM SD PANEL 1 I J I "10 COPPER TO � WALL SWITCH AMPS. REQUIRED � LIVING WATER HEATER 13 THREE-WAY SWITCH UNDER31ROUNp TI_ I 1 TN 16 COPPER TO RANGE 14 FOUR-WAY SWITCH SERVICE BY I r —I �4 COPPER TO 5/8" GROUND ROD ID DIMMER SWITCH POWER COMPANY ALSO SERVICE TO BE BONDED CEILING MOUNTED INCANDESCENT LIGHT FIXTURE PENDANT \ I I TO FOOTING STEEL r I WALL MOUNTED INCANDESCENT LIGHT FIXTURE I I I UTIL. u 1220 V. iQ. RECESSED INCANDESCENT LIGHT FIXTURE c: LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT ELECTRICAL RISER DI NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. AGRAM M E#= FLUORFSCENT LIGHT FIXTURE 4 EXHAUST FAN ip. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) Cl PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) THERMOSTAT ELECTRIC METER AEL ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c\/> ROUGH -IN FOR OPT. CEILING FAN v J <1 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ J ROUGH -IN FOR OPT. CEILING FAN NOTES - I. PROVIDE AND INSTALL. GROUND FAULT CIRCUIT -INTERRUPTERS IGf.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATE5. 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE Af.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GfG.l. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH Nf.PA.10, N.E.C. 2011, F.B.CR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALAR M5 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. V LANAI FAMILY ROOM ROUGH -IN �Q \FOR OPT. l ROUGH -IN FAN/LIGHT FOROPT. .� FAN/LIGHT \� Gf.l. I—_J I IT AT 48.. PUSHBUTTON FOR GD. OPENER I GARAGE Gf.I. FIXTURE Gf.I. CLG. OUTLET 150 AMP. FOR GD. OPENER ELEC. ELEC, PANEL METER �--------------_..._-----� WP, /GRI. FOR T116. SERVICE I I Gf.l. I I AT 4811 GRI. AT 48" FY ALL SMOKE DETECTORS TOTO BE HARD -WIRED COACH �_ ' COACH LIGHT LIGHT K co DINING 150 STATE STREET FAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • L>E Nrv7—R . EST. 1994 r Jo 0 'o 0 to Q J co tPENANT--- (CENTER I P. > .> 04 N I Gf.I. C/xF.l Gf.l. oolL 00 w -.. 0 0- Cp --—--—— — — — — — —MICROWAVE - - ❑ _ I iL 1 0 N KITCHENOUTLET �221!. +14" J 00 �Sr; y � `!... Z N 0 a+ 36" I I I I I 1 \ CM SD I 1 I J I \rut IND WIT la � LIVING cH PWDR. TI_ I 1 TN H MAKE uP I r —I \ LIGHTS _I _ PENDANT \ I I ;, r I (VERIFY LOCATION) , I I I UTIL. u 1220 V. I—_J I IT AT 48.. PUSHBUTTON FOR GD. OPENER I GARAGE Gf.I. FIXTURE Gf.I. CLG. OUTLET 150 AMP. FOR GD. OPENER ELEC. ELEC, PANEL METER �--------------_..._-----� WP, /GRI. FOR T116. SERVICE I I Gf.l. I I AT 4811 GRI. AT 48" FY ALL SMOKE DETECTORS TOTO BE HARD -WIRED COACH �_ ' COACH LIGHT LIGHT MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT K co 150 STATE STREET FAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • L>E Nrv7—R . EST. 1994 r Jo 0 'o 0 to Q J co .2 r > .> 04 L oolL 00 w -.. 0 0- Cp >E iL 1 0 N J 00 �Sr; y � `!... Z N 0 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT - J11L I— - -- I DAMS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 3*77 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • L>E Nrv7—R . EST. 1994 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT ELECT I CAL < "T' DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET A50VE COUNTER P WEATHERPROOF DUPLEX OUTLET F, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT O FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ip EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) PU5HBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO, COM50 DETECTOR I Q TELEPHONE (OPTIONAL) Tv TELEV151ON (OPTIONAL) QQ TWEW05TAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J /0 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V <, J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ 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 A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLE55 ABV COUNTERTOP) TELEVISION.. 14" 3.. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPERPROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406,13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.G.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH N.F.PA.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COM51NATION SMOKE/CARBON MONOXIDE ALAF16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. lw MASTER SUITE I_ ROUGH -IN FOR OPT. FAN/LIGHT 1 / I CLEAR PKT. MAKE-UP G LIGHTS I � I sD GF.L O -------.T —`..---- 3 cM SD M. BATH .H. DISC. �O DD T SWI N O� -3 3 �O' I I BEDROOM 2 ROUGH -IN< /> ;Q. ATH 2 FOR OPT. FAN/LIGHT ! �� \ \/ HORIX �— L G�8 P — -------1 — — — — — — — CMO SD SD i ROUGH -IN / FOR OPT, J FAN/LIGHT ROUGH -IN BEDROOM 4 FOR OPT. O FAN/LIGHT BEDROOM 3 G.C. VERIFY ALL SMOKE DETECTORS TO BE HAW -WIRED ----------- --� ---- --1 . r:l ---------------- I- I lw MASTER SUITE I_ ROUGH -IN FOR OPT. FAN/LIGHT 1 / I CLEAR PKT. MAKE-UP G LIGHTS I � I sD GF.L O -------.T —`..---- 3 cM SD M. BATH .H. DISC. �O DD T SWI N O� -3 3 �O' I I BEDROOM 2 ROUGH -IN< /> ;Q. ATH 2 FOR OPT. FAN/LIGHT ! �� \ \/ HORIX �— L G�8 P — -------1 — — — — — — — CMO SD SD i ROUGH -IN / FOR OPT, J FAN/LIGHT ROUGH -IN BEDROOM 4 FOR OPT. O FAN/LIGHT BEDROOM 3 G.C. VERIFY ALL SMOKE DETECTORS TO BE HAW -WIRED ----------- --� UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT • C.�....- y DAVIS BEWS DESIGN GROVP x N � EST. 1994 � r0 O -i0 Lo OJr�i�� co .2 ' > .� N Ir— �. �• 5 • aco 12 00 az-0t C p _0-� 5. (Ly �� 1 Ocy 000 40 ZaLIt 11 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT C.�....- y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVF..R � EST. 1994 � UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT 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 = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Win' U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1= 900 Fc I = 900 Fc j = 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 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 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. -1/2"4" 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"4", 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 +1/2"-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. STRUCTURALSTEEL 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 UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" 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. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD G E N E RAL N OTE c IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, y METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (�) VALUE DENOTES PRESSURE 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. J (-) 22.9 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. (-) 20.8 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 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. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10,4, MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS, 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN, 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE WITHIN BCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND CONSOLIDATION. 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 WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 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 = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Win' U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1= 900 Fc I = 900 Fc j = 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 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 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. -1/2"4" 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"4", 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 +1/2"-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. STRUCTURALSTEEL 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 UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" 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. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE U)z�W �ui o Z<�uazz E (PSF) WIND (�) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA 4) O5 10 (+) 21.2 (+) 21.2 J (-) 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 �/ ry (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 74" 16'-0" x 7'-0" (+) 18.4 + 7.7 o (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM Qq 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 (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. U)z�W �ui o Z<�uazz E 0 <WZO U O M a U i� J H LL N J z0WN< Q (` �/ ry O V Cn F- 0F- LLJ vJ �/� o W � m o W W � 11 Z co 0 (( ., LU M LU oW0 1' F- .J -� h" Z LL. w 00 0 "7 O Q a a. G7 STRUCTURAL ENG: BED / BAD -- ..... _.. _. --'- -. DRAFTING: A -STRUCT: TNA QC CHECK: -EA JOB No. SCALE. TM- 2170277 AS INDICATED DATE: 03/14/2017 1 (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. FOUNDATION NOTES: - W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q LAPPED MIN. 6" AND SEALED. 0 2. PROVIDE 3-1/2" 3000PS1 CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER _ _ .....:..._ _ ..._. MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN 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". 30'-0" 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z lo RECESSING DOOR SILLS. 0 14'-4" 2-STORY FTG. ol 5, EXTERIOR SLABS SMALL 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.) V CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED' JOINT MATERIAL OR W A/C PAD USE ALTERNATE APPROVED METHOD. 2 F08 SD1 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY _ ...._.-._,........:- __..__... ....._ COMMUNITY & COUNTY CODES. ym—] 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SWALL BE RAISED AT LEAST 3" ABOVE THEFINISHED GRADE 5 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S' INSTALLATION INSTRUCTIONS.I- — MF11 MF01 I 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W SD1 SDI F08 I f- a 10.CONDITIONS, STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. ON. GC TO o _ SD1 _ DETERMINE STEP LOCATIONS IF REQUIRED 60 H 4" FIN. FLR O I a' a c~n 11 AND LAPSEE ICAL SPLICE. SIEODTL MF09 AND MN LINTEL PLAN OR REQUIRED STEEL BENDS F 0 ON SD1 FOR STANDARD t 0)15 0 N ■ WN AND CORNER INFORMATION. I �\\ q��lll ///® CL 2-STORY FTG. I FOOTING STEP DO N %®� ®Ilk P►,._ 00 MFOI 2 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ®�ee® gee ��� ®ir o SD1 I / r Z SHALL BE ELEVATED A MIN OF 18 CONTRACTOR TO PROVIDE SUCW e�'.z �>� ;�C'116 y',, �® r;, COLI PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION x _T11 ; 'Cwk ,cn ®�� U I _.._.__.__. ....._._. I 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER o U\ ®�. w .. W Z W � Q ® _..._ _ ® 0' 0" FIN. FLR COMPACTION: 2000 PSF SEE SOILS REPORT AND SPECIFICATIONS z m..,... FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Z .e<¢ of PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �✓ : , 4e`� G) "��- Q MF11 SD1 3 1/2" THICK CONC. SLAB W/ 6X6 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO '� rr, �'� 00 LL I W/1.4 /2" HICK W.W.F. OVER 6 MIL FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ®// ®® SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, a ®®®®®®®' ®0®� XA 14'-2" COMPACTED IN 12 LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS /1111! VAPOR BARRIER OVER IDETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). COMPACTED FILL. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN o BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 0005 .O ®I r•,,, ,, � ... PSF. an 14. PENDING SITE CONDITIONS; IF STEMWALL IS REQUIRED, G.C. TO ` ° DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE` - _......p I STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND 24"x48"x12" dp W/#5'S �LLJ::1 SD1 FOOTING SIZES PENDING DEPTH OF STEMWALL @6 o.c. EA. WAY n -7 . ,... SDrMF 01 _ R c' Z C)��,1 FOOTING SCHEDULE o 12 x12 x12 dp w/ #5 s EQUALLY SPACED EA. OWAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. Is+ �" '� , -- 13'-2 16'-10" BARS & 3" MIN. COVER TO EDGE OF CONC:` II�IIJ^I U �... _ .... 24"x24"x12" dp w/ #5's EQUALLY SPACED EA.. w-• — _ F06 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. L..._. SDI BARS & 3" MIN.. COVER TO EDGE OF CONC. C7� U_ I 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O � >- ® _ ' 2.3 WAY MIN: 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. i O ® BARS & 3" MIN. COVER TO EDGE OF CONC, I30"x30"x12" dp w/ #5's EQUALLY SPACED EA. N 1 -2 h 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. I-5' 6'-9" BARS & 3" MIN. COVER TO EDGE OF CONC. ■ 1 Nfy32"x32"x12" dp w/ #5's EQUALLY SPACED EA. c�a 7 1 I 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z v U)-1 BARS & 3" MIN. COVER TO EDGE OF CONC. �..� "�4.,.._._ 1 I � 0 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z F- 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. w ti cc" BARS & 3" MIN. COVER TO EDGE OF CONC. n uj U o, o LLI J � r ~ m 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 Z H M E { 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z 06 W U) __-_w_______.W I __ BARS & 3" MIN. COVER TO EDGE OF CONC.pe, - U_ rn I�I . 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O U U p oo 8'-8" T 2-STORY FTG. S-6" I 17'-10" _ z_ 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z O w m M & 3" MIN. COVER TO EDGE OF CONC. O J< 0 I.— BARS a a 0 54"x54"x16" dp w/#5's EQUALLY SPACED EA. � o O O U _ .._ — ......� �.__.1_-� _ _ ....... .._ _, 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. z Z L.-, P W Iii a D BARS & 3" MIN. COVER TO EDGE OF CONC. z <t z Z- E ® F05 60"x60"x16" dp w/#5's EQUALLY SPACED EA.W 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. � Z O F03 O BARS & 3" MIN. COVER TO EDGE OF CONC. i,_ E- N J I W ZOwNQ MF11 � F05 2.6 SD1 � U SDI SD1 SYMBOLS LEGEND O 0 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. o U j MF01 PAVERS ,DF TO TIE BEAM ( 6'-8"0.C. MAX U.N.O.). o LU .� 4" FIN. FLR �+ _ 4" FIN. FL ( - U INDICATES `n 2 � o � ® ® TO 7 E BEAM. FILLED CELL WITH (2) VERT. #5 CONT. FTG. U__- 2 a I S Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ■ I INDICATES 450 CORNER BLOCK GROUT FILLED WITH: (2) VERT. TIE-IN COLUMN N #5 CONT. FT.G TO TIE BEAM. m PER MD10/S3 I > Q W v _j 7._2.. F02 "� W I0" I O ® SD1 00 N I W MF02 Z~/i0 'v SDI ■ I 0Z_J N ICOW C Co 0 2 0 W 0 ■I �JZ Lu O MF13 MD01 Q 0 MD01 SDI SD2 a SD2 8'-0" 16'-0" T-0" 10 3'-0" Z.10 STRUCTURAL ENG BED/BA - D TWO STORY FTG.30'-0" r DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. TM - 2170277 SCALE: AS INDICATED FOUNDATION PLAN Im DATE: 03!14/2017 1/4"=1'-0" 2 n in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information containedp p Y 1'4" 1'-0" 13'-8" 3'-10" 5'-4" 3'-10" U Cl) 0 W Uj co W 0° o iokpp pp®� ®� J Z -17 yL 4%� t� Q CJ e Q - .m J wis 041a ® co N ®®�%� Q p@®• ®ppb.®°®®k !®. U Nr _ - o z° p 'fx' _............ i .. i �- __ i..._ ........�......._i L...1 I f_ -..I —I 1 -- �- l 0?� Q --- - - ..._: _ N I ----. C6 CL uj 04 4 �Uj0 W M1� N ■ C° W �QpL`'�' o E HO LZ W p c ih -no0�� (f) C,�2 W LLj � LL1: 1 J 02 _ 5-2 �. Q��v�Qa -10 U- W IN O J Z ('4 Q L0 1'-0" o O U D1 ■ F~— J Uj S3 M� 3: t LU 0M Uj U) 1'-8" 5'-8° 10 ao 8" mLU p '° W N O 00 ■ I p Z (V v/ vc L � 0W0 2'-0" 16'-0" 2'-0" J Z U Sao — CL STRUCTURAL ENG: BED / BAD DRAFTING: _ A STRUCT: TNA QC CHECK EA JOB No. TM - 2170277 SCALE: AS INDICATED DATE: 03/14/2017 DOWEL PLACEMENT PLAN- 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, zo 0 bo ...:....... _.._.......rM 8'-10" v ih 10" ■ CV U Cl) 0 W Uj co W 0° o iokpp pp®� ®� J Z -17 yL 4%� t� Q CJ e Q - .m J wis 041a ® co N ®®�%� Q p@®• ®ppb.®°®®k !®. U Nr _ - o z° p 'fx' _............ i .. i �- __ i..._ ........�......._i L...1 I f_ -..I —I 1 -- �- l 0?� Q --- - - ..._: _ N I ----. C6 CL uj 04 4 �Uj0 W M1� N ■ C° W �QpL`'�' o E HO LZ W p c ih -no0�� (f) C,�2 W LLj � LL1: 1 J 02 _ 5-2 �. Q��v�Qa -10 U- W IN O J Z ('4 Q L0 1'-0" o O U D1 ■ F~— J Uj S3 M� 3: t LU 0M Uj U) 1'-8" 5'-8° 10 ao 8" mLU p '° W N O 00 ■ I p Z (V v/ vc L � 0W0 2'-0" 16'-0" 2'-0" J Z U Sao — CL STRUCTURAL ENG: BED / BAD DRAFTING: _ A STRUCT: TNA QC CHECK EA JOB No. TM - 2170277 SCALE: AS INDICATED DATE: 03/14/2017 DOWEL PLACEMENT PLAN- 3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, II �l'I AT] J ILU -� 0 I z S10 0 SDI 01 _ _ __.__ .._...... .......... ........ (n o �.... 0 Q GE01 LD02 WS11 cli SD3 SD4 SDI F01 - W cr- 004 W rn co CL LLI 00 r s®° a® C Z Z SD6 1 ®°� °®� Dov S10 S4 111� C Z o .v F12 SD5 � WS11 � ��®� � �1 ®,�,�R < O III SD5IMP F02 F13Q @ LTT206 BASE C ABU66 BASE T F03 MD03 rn z o SD2 �r� n . � o a A F03 & 1 IM a ' U F(4 I I CO2 F(4 w� 0 WF02 F)5 +` I l " SD6 l I SD6 O U- I g .............., A a,-., rn I 0 wI F07 L. __. _.__ J z A F 3 d o U o rnW_rN C05<R MD03 06 U. �w rn 0 a, -2 ® SD2 v, Q ZUI-©UO�zw= SD6 BW1 R1�....._. o J z Q U �pz� z��wu.i o ® F10 M OQQcnzz E O 0 Q O Qa LD02 J O zowN¢ GE01 SD4 LLv SD3 Q M W d - A 0 o W ..— F11 LL WS 11 ' SDI m p WS11 PRE -ENG. TRUSSES PER PLAN > SD5 RECESS FLOOR TRUSS 8" FOR � J rigFLOOR SHEATHING BEARING ON TOP OF BEAM .aq W WF15 PER PLAN "0 11 _ 11'-0" TOP Aik CD SD6 — T OF TRUSS W Q 0 F1303GE01 W _ .......,_ I r23)��` �j p CO3 9'-4" BTM, 0 W 0 - — OF TRUSS ?� 10 BEYOND - 00 00 00 00 0o 1, -PRE -ENG. TRUSSES �/ Im WS 0 o 0 o 0 0 8'-8" BTM. 0 `j Z V�J W� W>- o SD5 BEAM PER PLAN OF BEAM SD01 ill0 SD4 0 0 BEARING DETAIL a 3/4" = 1'-0" c STRUCTURAL ENG: BED / BAD p�q DRAFTING. A -STRUCT: TNA QC CHECK: EA JOB No. TM- 2170277 SCALE: AS INDICATED DATE: 03/14/2017 FIRST FLOOR FRAMING PLAN_ � S4 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-01' DESIGN, OF WMR & ASSOCIATES LLC An duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DES y use III BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN O44 BWZ 16 SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS If 1160If 1160P MID -SPAN 3-1/2"x3-1/2" LVL COLUMN. BW3 16" SPF THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. TO BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ZO BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN POSTS. AT EXTERIOR CONDITIONS BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p - 3rd. PT. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 1 BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN MTS 12 w/(14)1Od x 12' NAILS BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW10 12" SYP 124 T TOENAILS 124 T .TOENAILS NO UPLIFT MID -SPAN 7" EMBEDMENT BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN 3640 BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf gird. PT. 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 - STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" 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 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR 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 w/in 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE A O (2)2X4 SPF #2 BUILT UP STUD COLUMN B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O44 SYP #2 POST MO 6x6 SYP #2 POST O8x8 SYP #2 POST P O 3-1/2"x3-1/2" LVL COLUMN. O 3-1/2"x5-1/4" LVL COLUMN. OR 3-1/2"x7" LVL COLUMN. SO 3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. X� 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(1 8)16d NAILS & (2)$" 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 22" 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 VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" El META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP: MSTAM24 (2)META16 OR 2 META20 2)2x12 #2 SYP w/2" FLITCH PLAT TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 131 2" NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12' NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 Ifl (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 SEE PLAN FOR WALL WIDTH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO T-11" 1 (10) 10d NAILS H2.5A w/(1 0)8d FRAME TO FRAME 535 600 a 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 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 8" 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 21" NAILS & 5i EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 1" " 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)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 22" NAILS w/a' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY -5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"O.C.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6, MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN, ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL #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. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 2 2x6 #2 SYP w/fl" FLITCH PLATE O z TO POST: SIMP. HTS20 OR MSTA18 DATE. 03/14/2017 03 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 PLATE TAPCONS ON MASONRY: (1) SIMP: MSTAM24 H2x12 2)2x12 #2 SYP w/2" FLITCH PLAT TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x22" TAPCONS H3x12 PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO T-11" 1 (10) 10d NAILS B3.5xl 1.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)104 8'-0" TO 9'-11" 2 NAILS & (18)4"x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl1.875 (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)10d 1" " NAILS & (18)4 x24 TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (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 B3.5x20 (2) 1.75"x20" 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/fl" FLITCH PLATE O z ATTACH KING STUD TO HEADER w/(6) DATE. 03/14/2017 03 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/ 12 K ( ) 16d NAILS (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-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. O.C. OTHERWISE NOTED. 3. TRUSS SPACING SHALL BE 24 O C.MAX. UNLESS OTHERWI 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. STUDSCAN 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 FEES 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 I .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. u W M ®®®m��ao'�ar►r►®®® ®r� ®®®� co 0 0 ,� .a Chi►' _ ® o LL ll Z 0 06. a J -lwac o ®Qp Lli Q �. O =a z p o v. 0 o® m LL \ ,N i4 g N BUILDER NOTE. o w IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE o a" „ TRUSS MANUFACTURERS LAYOUT ! a ---STOP----d . AND CALL THE ENGINEER OF RECORD PRIOR TO y °' Iq�h ip^� U i PLACEMENT OF ANY TRUSSES !' NAILING SCHEDULE: ROOFS: ca ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6° O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES): PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE z SPACED NO MORE THAN 24" O.C. C7_ oo� GABLE ENDS: W � �rn - � J N ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C.W a N °z w co E 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. o Z 0 U Q O Z r. O Z T F- UO �Z-�,n, Juwz o EXTERIOR WALLS: O W Q o o SEE WF10/SD4 FOR MORE INFO. o '` r n w o z a a a v 0 Zz_�-LZ o NAILS: W OwQwoo NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ( U U_ 3 0 1 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, J Q U 3 HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE LU ZO w N Q EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR`PRESERV- ATIVELY J U TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W 0 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL i-- BE IN ACCORDANCE WITH ASTM A 153. 111 0 APA SHEATHING NOTE: W 7 24/16 SPANRATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED _ Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END Zoo v U) WITH (3) 10d TOENAILS. 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. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. E m Ll.l LJ 11 W 0) F- z V) O CO Z oWp 0_jz h Q W W w moo 0 F- 2 F- Irf D- STRUCTURAL ENG: BED / BAD p� DRAFTING. A STRUCT: TNA QC CHECK: EA L C t ' tl h'b't d 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, L is s ric y pro I I e p JOB No. TM -2170277 NOTES & CONNECTOR LEGEND SCALE: INDICATED DATE. 03/14/2017 03 4:1 - 1/4"=1'-011 � L C t ' tl h'b't d 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, L is s ric y pro I I e NOT REQ. oL 11 0 0 311 11 Joe y�01? �- Joe R26 W 0! R27 UjA M It° R28 a ®����®®�®�® t►.o u i 00o �.s�Q o ®�® �j� r�r J p = Z J01 0 0 0 o d. ® O®® w p U ui Q z _ J02 C :: ,,...,". f ®°gyp ®® �° ?- d N2m U- ° ra Jos A III H3.5x5.5 a : R3 WSTRAPS EA. WS06 A O 4h, SIDE OF WALL SD5 31 li I s� O T o' 1 ^° z III I� :I a cc: O " z 4 �I , _ R33... a . S06 ...,.... 1 ......... ........:... R34 SD5 U R34 WSTRAPS EA. SIDE OF WALL w/STRAPS EA. WS06 SIDE OF WALL SDS R33 III H2X6 R32 S06 z SD5 LID III::.... _...—�4r� ., z X III 4 WSTRAPS EA. c� U o v 6 � SIDE OF WALL � W J rn � -" p-cOuiM T-� E J03 - p ♦n zcjLL, R35 H2X600 cn Z Z J02 �� O o 1 O ~OOQU)NZwzn ! a w/STRAPS EA. S06 Z o o � v SIDE OF WALL SD5 U) 0 F- N ry Q�QWz0 J01 H2X6 .' .,._,,.,, H2X6 F _� U U -U— o ': 0 a LZ7 Q� .0 O J LL LL � O U N Q 3 � � Q � WSTRAPS EA. SD5 co a W SIDE OF WALL cX�o W = III R37 R38 A R39 A m L> R40 J03 W H 0 R41 J02 a Z 00 0 � J Z R42 0 0 0 0 J01 W ��E EIN (1) 0 J13 H2X6 T A 1- w H2X6 +a �a LL � Q0= O E 0— STRUCTURAL ENG: BED / BAD DRAFTING: A STRUCT: TNA QC CHECK EA a JOB No. TM -2170277 SCALE: AS INDICATED DATE: 03/14/2017 ROOF FRAMING PLAN_ � S4.2 E. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Uj Q z O 0- oL 11 0 0 311 11 Joe y�01? �- Joe R26 W 0! R27 UjA M It° R28 a ®����®®�®�® t►.o u i 00o �.s�Q o ®�® �j� r�r J p = Z J01 0 0 0 o d. ® O®® w p U ui Q z _ J02 C :: ,,...,". f ®°gyp ®® �° ?- d N2m U- ° ra Jos A III H3.5x5.5 a : R3 WSTRAPS EA. WS06 A O 4h, SIDE OF WALL SD5 31 li I s� O T o' 1 ^° z III I� :I a cc: O " z 4 �I , _ R33... a . S06 ...,.... 1 ......... ........:... R34 SD5 U R34 WSTRAPS EA. SIDE OF WALL w/STRAPS EA. WS06 SIDE OF WALL SDS R33 III H2X6 R32 S06 z SD5 LID III::.... _...—�4r� ., z X III 4 WSTRAPS EA. c� U o v 6 � SIDE OF WALL � W J rn � -" p-cOuiM T-� E J03 - p ♦n zcjLL, R35 H2X600 cn Z Z J02 �� O o 1 O ~OOQU)NZwzn ! a w/STRAPS EA. S06 Z o o � v SIDE OF WALL SD5 U) 0 F- N ry Q�QWz0 J01 H2X6 .' .,._,,.,, H2X6 F _� U U -U— o ': 0 a LZ7 Q� .0 O J LL LL � O U N Q 3 � � Q � WSTRAPS EA. SD5 co a W SIDE OF WALL cX�o W = III R37 R38 A R39 A m L> R40 J03 W H 0 R41 J02 a Z 00 0 � J Z R42 0 0 0 0 J01 W ��E EIN (1) 0 J13 H2X6 T A 1- w H2X6 +a �a LL � Q0= O E 0— STRUCTURAL ENG: BED / BAD DRAFTING: A STRUCT: TNA QC CHECK EA a JOB No. TM -2170277 SCALE: AS INDICATED DATE: 03/14/2017 ROOF FRAMING PLAN_ � S4.2 E. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 W x d 4'-6" GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND O LENGTH LAPSPLICE o r ° . NO -SHEAR WALL T OPENING A TYPI AL SHEAR WA PRECAST LINTEL LOAD TABLE #3 17/8 GENERAL CONCRETE LINTEL SCHEDULE 7 15 21/4 41/4 4 18 #4 °. 5 5/8 91/2 e n 3 55/8 121/2 24 #5 31/8 7 ° 25 33/4 7 151/2 APPROVED LINTEL MANUFACTURERS: #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 CONTRACTOR TO VERIFY T AT CORNERS PRECAS U METAL LATH OR WIRE SCREEN 913/16 213/4 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY: CASTE -CRETE, QUALITY, LOTTS, &.POWERS STEEL O � 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY La 0 W THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL °4 . 4 4' " d #3=2Y2' o - WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL STANDARD LINTEL NOTES Q #4 _ P W STRUCTURAL ENG: BED / BAD U STANDARD LINTELS a< PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN DRAFTING: e + 4 CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-1B/8F32-0B ° SYSTEM BEARING (MIN 3) OTHER BARS INTO REBAR IS #6=3" MIN. 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW -STRUCT: _-. _ TNA ... -- 4. - - ° • V-6" 2231 3069/3069 6113/6113 8974 / 8974 10000 / 10000 _ 1 6'-0" ;' IS NOT REQUIRED TO BE FILLED LINTEL, #5 TO BE HOOK PER 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. ( ) JOB No. TM - 2170277 10 2'-2" 1783 3069/3069 6113/5163 8974/8054 10.000 / 10000 HOOKED INTO MD08 ..___ 03/14/2017. STANDARD 90 DEGREE HOOK 3. ° ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 5 D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1 �-0, 2 -8 1343 2693 / 2561 6113 / 3820 8974 / 5961. 10000 / 8107 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC SIDE VERTICALS ' 8" BEARING EA. END IP 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 a4d'°°.. ° °" a' .BOND BEAM 8" X 8" X 16" K.O. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000 /4249 LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 4 -0 860 1651/1349 5365/1999 7342/3123 10000/4249 INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328/3470 ° °4 m ° '°. 4 e'' 1 #5 DIA. REBAR LE ER. IF SMALLER LINTEL INSTALLED CONTACT R FOR APPROVAL ENGINEERING TT S L E TA EO . z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 � I O -�'°.q' -'° - n. a ' z 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 6'-2" 488 991/991 2661 / 2143 5681 / 2698 6472 / 3685 9 .4 q - CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS p„ 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 tt ° ;�, C14 J a ADEQUATETHE 81-01, 354 726/699 1843/1625 /2255 6205/2885 BOTTOM STEEL IN LINTEL IF °. ° 4 .°II�.° z w 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. U 9'-2" 315 618/535 1533/1247 2786 /1946 4754/2489 4. INDICATE - SHOULD HOOK INTO U) SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY: VERIFY W 10'-0" 292 567/454 1366 / 1277 2423 /1770 4006 / 2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 zQ VERTICAL CELLS PER MD08 ° a° WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. ° 4 F ° ° 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 11'-2" 255 471 /352 1075/1075 1838 / 1567 2883 / 2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 �- .■■ ROUGH OPENING PER PLAN 4 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS ° a •. STD. 90 DEGREE ANGLE 3000 psi 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 ° 4 CONC. w/ (1) #5 DIA. REBAR 13'-4" 0 328/0 1234/0 1779/0 2662/0 _ ° ° I ° MATERIALS ' " 0 292 / 0 1160 /0 1660 / 0 2439/0 0 W x d 4'-6" GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND O LENGTH LAPSPLICE o A ° . NO -SHEAR WALL T OPENING A TYPI AL SHEAR WA a #3 17/8 a. 7 15 21/4 41/4 4 18 #4 °. 5 5/8 91/2 e n 3 55/8 121/2 24 #5 31/8 7 ° 25 33/4 7 151/2 30 #6 14 -0 8" x 8" x 16" CMU U.N.O. 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. Z INDICATES FILLED CELL FROM FTG. TO TIE 180.81, 0 142/0 598/0 1114/0 1468/0 2. f'c PRESTRESSED LINTELS = 6000 psi. Lij O BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. L1_ Q °° ° . MD08 FOR LAP INFO.20'-8" 0 145/0 550/0 981 /0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 4 ° PROVIDE CLEAN OUT OPENING @ GROUT 22'-8" 0 110 / 0 450/0 824/0 1147/0 STRENGTH = 1900 PSI: FILLED CELL AND REBAR (TYP). MORTAR RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRANDPER ASTM A416 GRADE ��e�91i9911,11 W M JOINTS SHOULD NOT BE CUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 -1B/8R14-0B 8R22-1 B/8R22-OB ®� �- 2'_4" 1694/1694 3725/3280 5499/5421 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 4. . d SEE FOUNDATION FOR FOOTING ®®���®®®��®'��% �°,v�® s�P- Y a0 2'_8" 1425 / 1425 3343 / 3280 4933 / 4933 �® a ° LINTEL DESIGNATION SCHEDULE z 3.0 1230/1230 2769/2769 4085/4085 9 o _ 6 ° 3.4 1081/9 20 2769/1716 4085/2839 F = FILLED WITH GROUT / m LINTEL p 4 . L d� 4'_4„ 846 / 833 2121 / 1716 3127 / 2839 MARK REQUIREMENTS U = UNFILLED R = RECESSED U ® O® � LU <( �Kj a 4. I e 5'-4" 664 / 572 1761 / 1761 2595 / 2595 QUANTITY OF #5 REBAR @ .� z co �® z 0 6'-4" 526/434 1539/ 1539 1329/2267 BOTTOM OF LINTEL CAVITY ..® ®® ®®�� '� 0 8RF6-1B/1T 7'-4" 480/322 1334/1334 1964/1552 8 F 1 6- 1 B) "I T®����®®® ®�� t m _ 8'-4" 415 / 235 1152/1152 1694/1552 0 8F8-1 B/1 T �� - rsa ®m Pp+ QUANTITY OF #5 REBAR AT TOP c ®®®BBB ®� TYPICAL MASONRY CONSTRUCTION 4�D�O „ �� 0 8RF14-1B/1T NOMINAL HEIGHT 1) FOR HEADER DEPTHS DEEPER THAN 32 ,USE VALUES FOR 32 DEEP HEADER SCALE: 3/4" _ r -o 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH 8F16-1B/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. 0 TYPE DESIGNATION pa O E 8RF14-0B/1T 13'-8" 3'-2" 3'-2" O 8F16-OB/1T 1-1/2" CLEAR I- +� Oc 8F20-1B/1T Q w o ,' z � a F o; O O z #5 REBAR AT TOP MIN. (1) REQ'D < z' O 8F20-OB/1T U J o 3 ZC.M.U. E"i� o O 8RF22-1 B/1 T o ° GROUT LO z #5 REBAR AT BOTTOM OF LINTEL pO O 81=24-113/1'r CAVITY �-----* BOTTOM REINFORCING PROVIDED 0 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES)177 D O O 0 8" NOMINAL WIDTH OD O - 8F24 -0B/1 T SEE PLAN FOR TOP OF WALL AND LINTEL INFO 00 FILLED - "• e 81-011 r; 8RF30 1 B/1T ati •" . �.� P 8F32-1B/1T 1-1/2" CLEAR •LIN TEL PER PLAN ' ? .f. O 8RF30-0B/1T 77s..Is � x #5 REBAR AT TOP MIN. (1) REQ'D D N 8F32 -OB/1T U z TRANSOM OPENING _� a C.M.U. - • ... ; _._. 3.... • D 00 O 8F38 -1 B/1 T LO0 (n JrnoT '^ :.•:: •=FRAME INFILL AROUND. OR L6 x W N SEE DOWEL PLAN F O 8F12 -1 B/OT Z C� O u.i M E WINDOW BY BUILDER . ,'4 BOTTOM REINFORCING PROVIDED °6 z U) SEE WF01/SD1 FOR FILLED CELL INFO. 0 MORE INFO v 8F40 -1 B/1T 7-5/8 ACTUAL IN LINTEL (VARIES) vi MIN. (1) IS REQ'D ON ca C') ¢ O c :• �'' .. EITHER SIDE U.N.O. �n zU�pU00 8 NOMINAL WIDTH O Ow 8F28-1B/1T cn r' X 8F4o -0B/1T UNFILLED o o 0 a- 0 r � z 1- w ti o ,:. (2) 2X8 SYP#2 P.T. HEADER O Q Q z O E ' TURNED SIDEWAYS. CV O *' D W Uro ATTACH TO MASONRY ' O L6 1-1/2" 1-1/2" CLEAR Q vi aC WALL W/ SIMPSON HU28-2 N ~ DOOR OR WINDOW OPENING , _ _-� q'° W z0Uj < HANGER @ EA. END: W/ •:, �,:; MAX. OPENING 4 FT ;: ; (14) 1/4" x 2-3/4" TAPCONS � Q � o • '• #5 REBAR AT TOP MIN. (1) REQ'D � � � U A • °°" TOP KNOCK OUT/ LINTEL BLOCK i -- r TO MASONRY & (6) 10d ozWw � NAILS TO HEADER FU) W- COURSE I - =o _ X � d ° o W ' 0 m ¢ ° e . #5 REBAR AT BOTTOM MIN. (1) W W _.j REQ'D w 16 GA. POWERS STEEL BOXED a 7-5/8" ACTU LINTEL 4�D�OLINTEL W/ TRANSOM DETAIL N p °- s" NOMINAL WIDTH O SCALE: 3/4" ��-o° co POWERS STEEL SAFE LOAD TABLE NOTES m REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 4'-6" GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND O LENGTH LAPSPLICE o A ° . NO -SHEAR WALL T OPENING A TYPI AL SHEAR WA L SEGMENT #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 4'-6" GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAPSPLICE o 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 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 PORT 4'-6" > o 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED o W O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2".SAFE LOADS FOR ALL W _ 5'-8" RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 11 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U i' o 2. 0 = NOT RATED: �--� 00 Uj O) 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. H H LV -5 O ;d. .. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O M O 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 V) Z ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. -- W 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY: S O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY La 0 W CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OFi 0 a... m °4 . O SUP 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 LJJ _ 5'-8" 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U i' o O �--� d LV -5 O _, .. 0 a... °4 . 4 4' " d #3=2Y2' o - a #4 _ P W STRUCTURAL ENG: BED / BAD U a< - ° #5 = 2 Y2' DRAFTING: e + 4 ° 4 #6=3" MIN. -STRUCT: _-. _ TNA ... -- 4. - ° • QC CHECK EA _ 4. _ 1 6'-0" JOB No. TM - 2170277 10 SCALE: AS INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK LINTEL PLAN ._ DATE. ..___ 03/14/2017. 5 D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1 �-0, COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. .. IP (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO a TIE BEAM SPLICE TO e �� 1/2' J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING < BE MIN. 25" GROUT I'� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID REQ'D MIN 4" BELOW MASONRY WALL MASONRY WALL �I W LI. SEE PLAN SII. � CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" „ CONC. SLAB PER I • SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. 2 1/4"CONIC. SLAB PER W > FOUNDATION PLAN FOUNDATION PLAN CONCRETE SLAB PER I z CONCRETE SLAB PER w 2x P.T. SILL PLATE CONCRETE SLAB PER _ I z 2x PT SILL PLATE ¢ FOUNDATION PLAN � z � FOUNDATION PLAN - II4 FOUNDATION PLAN $ w a g a VARIES d •d ° SEE PLAN a' d. a a '+ 4 IM Z ag II. — 0 .d 4 ° a d 4 " n a ° .I' °. 00 O (n ° ' d ,. q.. ,' ° - d ° 4 — — d .. .III--III------I 11— 0 .4° a .I'a W 4 J .4 4:' d a .. a: d I 1 ----III'— ,• I L� GRADE ° ° d GRADE z_ (n W d _ d ° ° ° I ISI I—= I eo — -I h 4 ° I '° _. e ° °, '� _ -I (I—III—I �, d •e 0– __ _ 1TI I _ _ _ _ _ _ "J .d — _ ° d -ml Z - z cn ¢ _ --_ I _ I I =- __- - -= I II I I II II _ o -I I � w -I I ---. -_ - - — , = — a°�_ d q o ' I —8°_ 4 _ _— - —_ 11— — _ — (—III- -I I 1 I =1 I— I I DI I I I I � - I� o - _ ¢o _ - - - IIDI�I=III = -I - _ - -, -1 - IIhIII III III_ = I Qa _ M I -III M -III- III -III I V I I I $" $" o %-- --I- - (2) #5 BARS CONT. i _ _ (2) #5 BARS CONT. I I — — CLEAN COMPACTED 16 w _ I I I I I-�� ° > CLEAN COMPACTED CLEAN COMPACTED W/ 3 COVER TYP. 3�' COVER CLEAN COMPACTED W/ 3 COVER TYP. 3' COVER FILL @ 95% STANDARD CLEAN COMPACTED o (2) #5 BARS CONT. w/ 3" (2) #5 BARS CONT. w/ 3" ° U 8" 8 FILL @ 95% STANDARD FILL @ 95 /o STANDARD FILL @ 95% STANDARD „ DENSITY FILL@ 95%o STANDARD COVER TYP.; AT COVER TYP.' AT DENSITY 1, 4 DENSITY 1 _4 DENSITY (2) #5 BARS CONT. w/ 3" 0 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FSHA 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D &FTG TO DENSITY W SHALL BE 1'-4" WIDE w/(3) #5 BARS BE 20" WIDE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN AF04DOUBLE STEP FOOTING AF05��BEARING SLAB STEP DOWN "FOFOOTING AT INTERIOR BEARING FO TYPICAL EXTERIOR FOOTING AFO:�TYPICAL GARAGE 3/4"=1'-0' 3/4"-1'-0" ®®�®���d a I V'- 3/4"=1'-0° — a®7® ����i% ®®� � 3/4"-1'-0" 3/4"=1'-0" 3/4"=1 -0 — ®� �/ ®j�® Ore PT. MASONRY CURB + �� @ ELEV. U-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D ®Z _ O ' I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS U �'i1J Oa • Q SLOPED GROUT TOMASONRY OPTIONAL CURB BY DRAIN— ° ° d° M SEE PAN WALL � ®:� ,�®sell®®®® ®�®®° ®®��0p® 0 II BUILDER MIN. 24" BEFORE °�.I. I ®i �°° U_ CONC. SLAB PER 8"x12 THICKENED ANOTHER STEP I a CONC, SLAB PER (1) #5 FROM FTG. TO z FOUNDATION PLAN SLAB w/ 1 #5 CONT. I I a " °° SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" 11 6!11111®® 8,. CONC. SLAB PER O #5 CONT. . ^ PER MFG SPLICE GROUT CELL _ FOUNDATION PLAN w/ 3" COVER TYP. I �e I Lf .� SOLID PER PLANS 4REINFORCEMENT SEE d I Ld FOUNDATION PLAN �- GRADE °- °. ry° d 1' ©. !Y� ° dman .� 4 � FOR QUANTITY .I'. d V I_ < '° 4 _ - ° 00 _ e' ° W °�S' O " 'F=4 � : � W e d ae 1, 4, — — — d °.. d. THRESHOLD PER MFG , ° �; ___ ° n n d 4 a co ; �. #5 x 25 x 25 CORNER 4 r _ :- . BAR, ONE FOR EA. — .- °=1 ° I HORIZONTAL v I — 11= _ _ - - d. " ° CONC. SLAB PER w I I IT —1 I—III—III—III III I -I I -- — - — _ — — — ° ° 4 ..__.... — " n I -- .. -I I 1—III .—.. _$ 4 d REBAR, TYP. U.N.O. }} — — vz r� 'I. " FOUNDATION PLAN I �- I I� _ Zi I ° � 8 4 � � I —I - , a II- _ — — jI - �.i� �r °, co I I — I o -III- - - _-_- 1-1 a W w a J d ° I ------- I- II II II-III ,II - _ —_ 4 . cr "} _ 4 a d 4 �.' _— 4 _ � � 2 #5 BARS CONT. °° d. e I = --I_... I=.—..:r—; -1(_,_;.:.,m; W —. — -� •- -�. �- ° 4 � O � 1 I— � III III_—III SLOPE - _ a W _ _ _._ _.m.- - 4 d° ° OP WC3" COVER TYP.; @ 1.4.. o a 4 . > ) � L.__..._— III—III _ — (2) #5 CONT. w/ 3' • � � 2 -STORY CONDITION O a — _ 16 MIN. — COVER TYP. PER MFG °. (3) #5 BARS w/ 20" v (2) #5 CONT. w/ 3' I — I _ I - SLOPE EXT. SURFACE U (2) #5 BARS CONT: M COVER TYP. III =1 I —III—III—III-1 (2) #5 BENT BARS w/ OR GRADE 1/4" PER CLEWIDE FOOTING W/ 3" COVER TYP. @ ° O . CLEAN COMPACTED MIN. 25' LAP SPLICE FOOT AWAY FROM FILLAN 5°O/ STANDARD o � FILL @ 95% STANDARD BUILDING DENSITY WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE 1'-4" WIDE w/(3) #5 BARS FILLER MERIC JOINT FILLER F 9 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL AF`11'2�FOOTING AT INTERIOR BEARING WITH CMU AF0 FOOTING @ SHOWER AT MASONRY - F08 THICKENED EDGE 0 3/4 11-01,3/4"=1'-0" 3/4"=1 '-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1._0.. #5 DOWEL W/ MIN. 6" #5 CONTINUOUS ANCHOR PER BRG. � J WALL SCHEDULE. IF Z FILLED CELL PER PLAN WOOD POST PER PLAN CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN CURB REQ. ANCHOR (D U ® FOR SIZE AND BASE FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON #4 BAR @ 48" O.C. W/ 2 1/4" SHALL HAVE 6" MIN. Q J w M E EPDXY @ 12" O.C. MIN. 32" BEND INTO N SLAB BOTTOM OF CURB. 06 w z LL cn J � P 3/4' CONNECTION EMBED. BELOW W U) z I-- d o - - - _ - - TOP COURSE TO BE CONCRETE STAIRS AS o ❑ 0 Q O GARAGE REQ'D PER GRADE W/ OPT CURB PER v� Z U F_ 0 0 00 CHAIR BLOCKS. PO NCRETE SLAB PER z � O w z_ t° c ENTIRE BASE TO BE dd MIN (1) #5 BAR @ MF04/SD1 o N FILLED SOLID 2 x P.T. SILL PLATE O ¢ O O a NOSING ADD #5 CONT. WHEN J � � z W o TOP VIEW @ CORNER SEE ELEVATION STI RUPS REQUIRED � p = g � Zz�Uww E CMU BASE w/ (1) #5 " °' �' 4 .4 d." d d O E ° ° SEE ° -_ — — f � � .. PLAN _ — - I ''° �I -� Vgo�Qa ° GARAGE WALL VERTICAL @EACH — _ _ _ ?� o ° " 4 °. _� I I— ___ e O II I Imo— _ CORNER. SEE FLR. — I_.__ — L.. M III L - #3 STIRRUPS 48 g` I"' Q Z ~ N BEYOND " 4 . .4 ° 4.' d � Cl) @ �� — �<° . � � D - °O � W O w N Q Uj CONC. SLAB PER PLAN FOR BASE SIZE - d z (2) #5 DIA. BARS @TOP -_ 1 w O.C. WHEN MONO - - J — FOUNDATION da �'. z (2) #5 DIA. BARS @TOP I - — ° ° d" ¢ I I ; • Z Q U PLAN DRIVEWAY BY d WHEN MONO DEPTH — I a I WHEN MONO DEPTH D I ° , ..j 9q d. a _� DEPTH EXCEEDS _I ' �''"'' , r BUILDER- CONCRETE m a ¢ EXCEEDS 26", IF —I._ ° EXCEEDS 26", 1F — I < L " p 26 . IF LESS THAN I . It OR PAVERS SEE FOUNDATION FOR Ia. a �. > < — °d' ° . L.a DEPTH < 26" THESE —I d° °. a °.. s ~ 26" THESE I ': 4 , r I ,*°. ,.� .�" PAD SIZE w DEPTH 26 THESE 3/4" ... I 'a a —' D — I IA. BARS ARE NOT REQ'D I — .. ° �a°� STIRRUPS ARE NOT —I 4 d. GRA E > w a GRADE ] d. e r4. 00 c W CONC. SLAB OR W w BARS ARE NOT REQ I -III °' I _ #3 STIRRUPS @ 48" D ._- —, REQ D 1 1 I ,+ 1=R _I. o W u.. .� o #3 STIRRUPS @ 48 — — — PAVERS PER PLAN I' 4 : 4 °4.I c) 14 - I O.C. WHEN MONO — ." I �°I =— =I - A — — — i �� .�. = O.C. WHEN MONO .._— - -- I °'I ° *— —1 — DEPTH EXCEEDS 26", - I'° _ = T 2 (3) #5 CONT. W/ 3" MIN I = I I I, I I„I —1 I C/� ...� CO ... - ” I ° ° I �' DEPTH EXCEEDS 26 I I --.. ° _._� — ° I— I 1 1 4 I I , 8 I I I e ° ..... .._..._._ I._ .. '.. , 4 :4 d I , I = IF DEPTH < 26" THESE ° a — COVER ON CHAIRS ,.. d ° IF DEPTH < 26 THESE — _ v I I—�—I 20"x8" T_I =_�—_....__ ... — I—) �— CLEAN COMPACTED — II — I I BARS ARE NOT REQ'D _ T" IR INFO. IF _�t. _._.....I FILL @ 95 /o STANDARD - . ° ' d . SEE PLAN FOR STA THICKENED _. I I I L. I d . '° ' - BARS ARE NOT REQ'D L. _. '°"` — j _ I _ — — - CLEAN COMPACTED CONCRETE STAIRS ARE FORMED & —111 —1111 I I f—�'� DENSITY — EDGE W/ (2) #5 _I I = d . Lam° ° r a � 1 �'� I � - — =L.,I ISI � — CLEAN COMPACTED FILL @ 95% STANDARD POURED, PROVIDE (1) #5 @EACH STEP, „ � � �'''� � . 2 #5 BARS CONT. W/ ; , I I —III— CLEAN COMPACTED (2) #5 BARS CONT. W/ -- , — CONTINUOUS 1'-8" 3 COVER TYP. CLEAN COMPACTED - �� °, d = 3" 1'-4" FILL @ 95% STANDARD 3" COVER TYP. III I I 1 '4 I=I — FILL @ 95% STANDARD DENSITY & TERMITE DRILL AND EPDXY (2) 12 LONG #5 BARS FILL @ 95% STANDARD _ —I 3 COVER TYP. L� — — _— �. —. DENSITY -- DENSITY TREATED W/ 3" MIN COVER @ EA. END OF STAIRS DENSITY 54 OR F1 FOOTING ENTRY MASONRY COLUMN F20 DEEP MONOLITHIC FOOTING F21 DEEP MONOLITHIC FOOTING W/ STAIR fiF2 DEEP MONO INTERIOR STEP DOWN w F1 THICKENED EDGE @ GARAGE DO Gay 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" d W 00 Uj TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE Z H O CENTERED AT PIPE PENETRATION 0 Z J ° 15� 8" CMU - TOP (2) #5 x 4'-0 PVC OR SCH40 SLEEVE I —q — I 0 co 0 W 0 1 CONC. SLAB PER FINISH PER ELEV. CENTERED AT PIPE $.r C.M.U. FINISH PER PENETRATION III -III III—III FOUNDATION PLAN FINISH FLOOR ELEV. _I _� ° qI—_L. .. IM FINISH FLOOR CO 2 =I.I. �-- �tl d ° III- I I- LU Z PENETRATING O LL 0 PPE PENETRATING PIPE - I __L W (a _ 4 a GRADE SEE FDN. - I PLAN FOR - I� Q LOOP TIE (TYP.) o _ ° — a4 • d'. — I F _ a SIZE &REINF. — _ - - - =1_ -- I=. PIPE PERPENDICULAR TO FND �I - -_- - —_ — — _— TOP (2) #5 x 4'-0° tti STRUCTURAL ENG: BED / BAD PVC SLEEVE MIN. I __ — I I= - FOOTING PER PLAN = z°.. I =I I - — I I=III= I - I CENTERED AT PIPE PVC OR SCH40 SLEEVE �' DRAFTING: DIAMETER TO BE 2 I =1 11=1 11=1 11- ' `� _I I -= I I PENETRATION A PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN _I I - I—I L—III—III `� STRUCT: TNA THAN THE FILL @ 95% STANDARD — — SEE FDN PLAN — i -- - SIDE VIEW DENSITY — D _ - -- PENETRATING PIPE ( ) I I I -I ... FOR SIZE I I—II ° d — ° - ac CHECK - EA I III_._. &REINF. —I � — � � a PVC SLEEVE , .. — I I °.: —�I I- � JOB No. (FRONT VIEW) TM-21�o2�� SCALE: AS INDICATED PIPE VERTICAL THRU FDN N -� I--- ° a I DATE: 03/14/2017 -1ILI�I- _D — I F1 TYPICAL FOUNDATION PENETRATIONS III—III- III NOT USED 3/4"=1'-0° PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and Is the exclusive property of MO NTA CONSULTING & DESIGN OF WMR & ASSOCIATES, LLC An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Y I II OF OPENING (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 2x6x12 P.T. CENTER TYPICAL TIE BEAM w/ 3000 psi (BUILDER vv I PRE -CAST LINTEL PER LU HOOK BUCK SEE PLAN FOR WALL CONC. w/(1) #5 REBAR CONT. PLAN ry 3/8" DIA. ANCHOR FRAMING INFO -� " ¢ CENTERED ° ° STD HOOK BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT Uj ATTACHMENT REQUIREMENTS 0 SIZE I TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.C. 1 3/16" x 3 1/2" „ -- -. _- — --- 2x8 3/16" x 3 1/2" 12" O.C. (1) #5 IN TIE BEAM I WALL SCHEDULE FURRING TO CMU W/ 2x FRAMING PER 2 PLAN FASTEN PT 2x BUCK TO MASONRY NOTES: 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" z FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF O BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x a, BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED@ 12 O.C. @EACH SUCCESSIVE BUCK V 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W W (1) #5 BAR IN PRECAST 3/4"=1'-0" D 3/4"=1'-0" 3/4"=1'-0" LINTEL TYPICAL FILLED CELL (1) #5 VERTICAL IN LU 5-1/2" EMBED. AT EA. � x¢ Q DOOR BRACKET, EA. THREADED ROD PER (4) EQ. SPACED 2' TITEN HD ANCHORS w/ GARAGE WALL °v w/ 3000 psi CONC. w/(1) (2) #5's VERTICAL IN rr^^ BEYOND #5 REBAR VERT. GROUT FILLED CELL (IF GROUT FILLED CELL PLANS. MIN. 6" FROM END OF BRG. WALL/ MIN. 12 EMBEDMENT FOR HOLLOW MANUFACTURER'S SPECIFICATIONS. w/ PLAN FOR � VERIFYFY w PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED REQ'D LOCATIONS REQ'D PER PLAN) J oo PROVIDE 1-1/2" x 3/16" MASONRY WALL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID 2x6 P.T. BUCK EACH z g (TYP) SEE ELEV. SIDE OF OPENING CHORD WITH (4) 10d FROM TOP CHORD (2) IN TO 0- m � THICK WASHER W/ EA. Of BLOCK. MAX. 6" FROM TOP AND BOTTOM _I WALL PER PLAN LEDw 24" O. C. MAX. Z)CMU DOUBLE 2x TOP PLATE NAILS TO MASONRY NOTES: 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" z FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF O BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x a, BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED@ 12 O.C. @EACH SUCCESSIVE BUCK V 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS W VERTICAL REINFORCEMENT DETAIL D0 GARAGE BUCK DETAIL D0 BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL 1/2"=1'-0" 1/2"=1'-0. 3/4"=1'-0" 1/2"=1'-0" V�p ����/ CL . •��...®� �J% �m X11 00 NOTE. CUT BACK 2x8 • ® t� ® o LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL ���' m.•W* ®®®.®® ®m® Y P.T. @ TOP TO ALLOW ;� . SEE TYPICAL HEADER TYP: TRUSS TO FRAME SHEATHING �r •�<cr ®2 p' Z CONT: 2x4 BLOCKING FRAMING DETAILS FOR TYP. TRUSS TO FRAME o . ,�, . -� U CONNECTION PER TYP. TRUSS TO FRAME x • AROUND CURVE. MIN. 7/16 O.S.B. EA. SIDE CONNECTION PER W ®v ,o O®� Q ADDITONAL � ` Q �® --� STD: CONNECTOR CONNECTION PER 2 TAPCON ANCHORS INFORMATION STD. CONNECTOR NOTES STD. CONNECTOR �• ®CCW HEADER CAN BE � �. ". � k � `QZ PER 2x8 NOTES FRAME OUT TO BLOCK m ®® 5 } A. ( NOTES ®" EITHER UPSET ORm®'W�°d®.®.®® ® C'i DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ D EDGEE OUT TO BLOCK ®,,® m LL 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D ' ARCH PER ELEV (2) - 8d EACH END 2x (2) 16d TOE NAILS AlkEAC H END � HEADER PER ( (2) 2x TOP PLATE � 1/2" x 8" ANCHOR BOLT , LOCATION (2) 2x #2 SYP SEE PLAN (3) 16d COMMON (2) 2x PLATE 2 2x #2 SYP SEE PLAN OR TITEN HD @ 32 FOR BEAM SIZE (ONLY C O CO END VIEW w/ CMU NAILS (TYP.) (2) 2x TOP PLATE FOR BEAM SIZE O.C. & 6 FROM EACH IF OPENING`PROVIDED END ' I PER PLAN) � MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE* N HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE ( ) WALL WITH STUDS ( WALL WITH STUDS @'' WALL w/ STUDS 16 x 2x PT BOTTOM 16' O.C. W/ � 16" O.C. W/ � @ 2x4 SPF CONT. (2) 2x #2 SYP SEE PLAN PLATE O.C. w/ STRUCTURAL rn b STRUCTURAL STRUCTURAL Z BLOCKING ATTACH TO FOR BEAM SIZE SHEATHING ON BOTH SHEATHING ON BOTH � SHEATHING FROM o � � IIS � � r , ' O OR. 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d TOP OF WALL TO *I„ SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR NAILSWALL TO BOTTOM OF I BUILDER FRAEATTACHED WALL TO BOTTOM OF KNOCK OUT COURSE BOTTOM D PER WALL. 7/16" OSB EACH SIDE, BEAM. ATTACHED PER US S REQ'D BEAM. ATTACHED PER w ARCH PER ELEV 2x BLK G. TO O.S.B. W/ NAILING SCHEDULE (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE ° V' TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL OTHERWISE SP2 CLIPS, AT TOP AND SP1 CLIPS " 2x BUCKS, AT TOP AND SP1 CLIPS BUILDER FRAME AT BASE ARE REQ'D O. AT BASE ARE RADIUS AS REQ'D Q END VIEW w/ WOOD REQUIRED PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS tVVF0, KN WALL AT DOWNSET BEAM FO KN WALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL 5 W I- U • (5) 3/8 DIA. J -BOLT W/ 3/4"=1'-0" D 3/4"=1'-0" 3/4"=1'-0" v (1) #5 VERTICAL IN LU 5-1/2" EMBED. AT EA. � x¢ Q DOOR BRACKET, EA. THREADED ROD PER (4) EQ. SPACED 2' TITEN HD ANCHORS w/ (FASTENING) ARE MET P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN rr^^ GROUT FILLED CELL (IF � SIDE OF DOOR. PLANS. MIN. 6" FROM END OF BRG. WALL/ MIN. 12 EMBEDMENT FOR HOLLOW MANUFACTURER'S SPECIFICATIONS. PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED REQ'D PER PLAN) J oo PROVIDE 1-1/2" x 3/16" MASONRY WALL BLOCK OR 3 1/2" EMBEDMENT FOR SOLID SPECIFICATIONS. TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING m � THICK WASHER W/ EA. BLOCK. MAX. 6" FROM TOP AND BOTTOM _I Z 24" O. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING _ NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO ATTACH PER NAILING OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" `"� ..� U' o ADD 2x4 VERTICAL LINTEL PLAN FOR Q BE 8" MAX. ABV. CURB; LADDIT'L BASE PLATE FROM TOP AND BOTTOM AND 12" O.C. — - W o TYP. TRUSS TO FRAME REBAR INFO REST EQ. SPACED -24" O.C.) CONNECTION PER BRG WALL SCHEDULE BETWEEN SCAB IN EACH TRUSS W 127 N p O w M E CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE PT BASE PLATE w z � J 0 CONNECTION NOTES SINGLE TOP AND BASE (3) 10d NAILS TYPICAL COMPANY PLAN STANDARD TRUSS �» o VERTICAL REINFORCEMENT DETAIL D0 GARAGE BUCK DETAIL D0 BEARING/ SHEARWALL CONNECTION TO CMU DO 2x BUCK DETAIL 1/2"=1'-0" 1/2"=1'-0. 3/4"=1'-0" 1/2"=1'-0" V�p ����/ CL . •��...®� �J% �m X11 00 NOTE. CUT BACK 2x8 • ® t� ® o LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL ���' m.•W* ®®®.®® ®m® Y P.T. @ TOP TO ALLOW ;� . SEE TYPICAL HEADER TYP: TRUSS TO FRAME SHEATHING �r •�<cr ®2 p' Z CONT: 2x4 BLOCKING FRAMING DETAILS FOR TYP. TRUSS TO FRAME o . ,�, . -� U CONNECTION PER TYP. TRUSS TO FRAME x • AROUND CURVE. MIN. 7/16 O.S.B. EA. SIDE CONNECTION PER W ®v ,o O®� Q ADDITONAL � ` Q �® --� STD: CONNECTOR CONNECTION PER 2 TAPCON ANCHORS INFORMATION STD. CONNECTOR NOTES STD. CONNECTOR �• ®CCW HEADER CAN BE � �. ". � k � `QZ PER 2x8 NOTES FRAME OUT TO BLOCK m ®® 5 } A. ( NOTES ®" EITHER UPSET ORm®'W�°d®.®.®® ® C'i DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ D EDGEE OUT TO BLOCK ®,,® m LL 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D ' ARCH PER ELEV (2) - 8d EACH END 2x (2) 16d TOE NAILS AlkEAC H END � HEADER PER ( (2) 2x TOP PLATE � 1/2" x 8" ANCHOR BOLT , LOCATION (2) 2x #2 SYP SEE PLAN (3) 16d COMMON (2) 2x PLATE 2 2x #2 SYP SEE PLAN OR TITEN HD @ 32 FOR BEAM SIZE (ONLY C O CO END VIEW w/ CMU NAILS (TYP.) (2) 2x TOP PLATE FOR BEAM SIZE O.C. & 6 FROM EACH IF OPENING`PROVIDED END ' I PER PLAN) � MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE* N HEADER SEE PLAN MIN. 2x4 SPF #2 KNEE ( ) WALL WITH STUDS ( WALL WITH STUDS @'' WALL w/ STUDS 16 x 2x PT BOTTOM 16' O.C. W/ � 16" O.C. W/ � @ 2x4 SPF CONT. (2) 2x #2 SYP SEE PLAN PLATE O.C. w/ STRUCTURAL rn b STRUCTURAL STRUCTURAL Z BLOCKING ATTACH TO FOR BEAM SIZE SHEATHING ON BOTH SHEATHING ON BOTH � SHEATHING FROM o � � IIS � � r , ' O OR. 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d TOP OF WALL TO *I„ SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR NAILSWALL TO BOTTOM OF I BUILDER FRAEATTACHED WALL TO BOTTOM OF KNOCK OUT COURSE BOTTOM D PER WALL. 7/16" OSB EACH SIDE, BEAM. ATTACHED PER US S REQ'D BEAM. ATTACHED PER w ARCH PER ELEV 2x BLK G. TO O.S.B. W/ NAILING SCHEDULE (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE ° V' TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS MASONRY WALL OTHERWISE SP2 CLIPS, AT TOP AND SP1 CLIPS " 2x BUCKS, AT TOP AND SP1 CLIPS BUILDER FRAME AT BASE ARE REQ'D O. AT BASE ARE RADIUS AS REQ'D Q END VIEW w/ WOOD REQUIRED PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET ARCH WINDOW FRAMING DETAILS tVVF0, KN WALL AT DOWNSET BEAM FO KN WALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL 5 DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D fUMU-1 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE3/4"=1'-0" D 2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4„_ 1 0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" v rr^^ PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED V J TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING _I Z 24" O. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING `"� ..� U' o ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE W o TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 127 N p O w M E CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE w z � J 0 CONNECTION NOTES SINGLE TOP AND BASE (3) 10d NAILS TYPICAL COMPANY PLAN STANDARD TRUSS �» o 6 Q 0 W U EXT. SHEATHING �� PLATE w/ (2) 16d NAILS' AT EACH TRUSS A TOP CHORD VARIES _ Z U H O oo — O � W z m — N PER TO TRUSS. STUDS @ o J U) M C ATTACHED 24" O.C. & EXT. TRUSS WEBS NOT J � Z 0 NAILING SCHEDULE FROM TOP OF SHEATHING INSTALLED E ACROSS SHOWN FOR CLARITY ` PRE-ENG.TRUSS PER '"�, Z) Q O O c� --.- Z PER NAILING PATTERN LENGTH OF Q � W z 0 KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP I SHEARWALL � — — — — — — _ — — � 2x4 #2 SYP CROSS PLAN 24 O.C. MAX z � � � � AND SP1 CLIPS AT 2x4 #2 SYP RAT RUN I I BRACING {AT 45°) W/ ROOFING MATERIAL LU 0 BASE ARE REQ'D. NAIL SCAB TO TOP CHORD WITH (3) 10d TOP AND BOTTOM MIN � I (3) 12d NAILS TO RAT PER ARCHS p W Z H U_ H N O � N -� 2x BLOCKING CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C MIN BAY I A/C UNIT AND PAN I RUNS. TYP EACH SIDE SEE FRAMING PLAN J w Z W Q N U 2x4 BLOCKING LOCATION. (3) MIN. 24" BY SUPPLIER MIN. 24" CONDENSATE FOR CONNECTION h" MIN 2x4 STUDS @ 16" BETWEEN TRUSSES LAP W/ (2) 16d NAILS MAX 48" MAX 48" DISPOSAL BY A/C LNFO� i - O/C MAIN SPAN ROOF TO EACH TRUSS. TYP f... V 2x P.T. PLATE TRUSS DOUBLET TO DOUBLE TOP PLATE w/ EACH SIDE SUPPLIER 4 _ OP OF MASONRY o W 1171 _------ CONNECTION TO BE 1/2" x 8" A.B. OR TITEN 10d NAILS @ 4" O.C. �— _— _— — _— _— _— _— _— _— _— — SUPPLIED BY A/C SEE ARCH PLANS FOR .g HD @ 32" O.C. & 6" STANDARD TRUSS COMPANY OVERHANG INFO FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD ON BASE PLATE UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE 2x4 #2 SYP TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS BLOCKING W/ SIMPSON RE. ELEV. COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. CONT. PLAN END TYP. SINGLE TIE -BEAM ' Ln W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT Soup W o 3/4"=1'-0" cU.� J 3/4"=1'-0" Lll 11 w Q WINDOW PER § W W 00 OA 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED CHIMNEY CAP FLUE PER MANUF. ~., ETWEEN LSTA18 @ 32 O.C. STUD TO PRE -ENG TRUSS, SLIT "� , F TOP OF CHIMNEY MIN. CLEAR BECS FLUE FLOOR PLAN Z 0 / F ROOF SHEATHING FOR STRAP 2'-0" ABOVE A POINT &FRAME 0 Z J J WITHIN 10'-0" OF THE GALVANIZED FLASHING U) — .imLU CONT. ROOF SHEATHING NAIL PER PLAN` NEAREST ROOF EXT. SHEATHING PRECAST CONC. OR . . PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END .. ` (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL LL. (n � 0 1 TO TOP CHORDS OF TRUSSES BELOW WHEN f� ` OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS Lj,� 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS '' `� DOUBLE TOP PLATE BELOW AND CONNECT w/ HT520 @ 32 O.C. / `°, T 2x4 FRAMED CRICKET � �� EXT FINISH PER PLAN IM 2x4 VERTICAL @ 24" W/ GALVANIZED L 4 I-- 0 �W PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING U J NAILS TO BOTTOM + + + ! W ' 0 -••• H A PER VALLEY H A / CHORD & (3) 10d NAILS + O 1- F_ F 2x PLATES OVER ROOF DECK i' K TO TOP CHORD; NOTE MAIN FLOOR ' .FRAMING DETAIL ✓ ,- IF WALL HEIGHT IS (4) 16d COMMONS , . ELEV 0'-0" H CL Ij / B G O DOUBLE TOP PLATE I � g BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS + + + NAILED @EACH END •: 4� CONC. SLAB- �. VERT REINF. BEYOND / �w. �, / ,, GALVANIZED FLASHING �- 2x4 BLOCKING W/ (2) SEE FOUNDATION PLAN FOR MORE INFO _ _ 1=1 11= - �. I I� III I I cy � STRUCTURAL ENG: -- ---- - BED/ BAD -- --------- ✓ C H O SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR ,' C 16d COMMONS END - A DRAFTING: RAFTER ; ." � + + NAILED TO VERTICAL ) I—� 52 ',, / , , . ✓ ,. � 2x4 BLOCKING W/ 2 O + 2x4 s I I= -� � MASONRY WALL PER -STRUCT _ -- TNA - /. E J O COMMON TRUSS PER PLAN OR CONY. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF E �'/ / 16d COMMONS END NAILED TO VERTICAL I- PLAN QC CHECK: EA _ SEE FOUNDATION / `,„ FINISH PER ARCHSFIN ✓� 2x4'S + + DETAILS FOR FTG INFO JOB No TM - 2170277, -- - G + + -... -- MIN. H2X6 G CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 j', TRUSS PER PLAN SCALE: - AS INDICATED __--- HEADER O RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER -- DATE. 03/14/2017 NAILED @ 6" O.C. STAGGERED DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D fUMU-1 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE3/4"=1'-0" D 2 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4„_ 1 0„ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. f SIMPSON f -I — DIAGONAL TO BEAM PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLT.@12" O.C. MAX. CMU WALL OR LINTEL - BELOW SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" GABLE BRACING + UP TO 4'-8" WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) W EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 2x4 BLOCKING (2) 12d MAX. ATTACHMENT w/ (3) 10d _ e� z TOENAILS EA, END O.C. O.C. NOTE: ALL GABLETO 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. J � = U GABLE END W/ 16d I .4 Q SPAN 2'-0") w/ (2) 16d . STUD TOP & BOTTOM I� o m NAILS @ 6" O.C. O OUTLOOKER OR FRAMING FOR FALSE L L < U) U � o Uj '' END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; SHEATHING BRACING IS TO BE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER Q PLAN v I 06 H z rn P END NAILS @ EA. 2x4 #2 SYP P.T. .INTO BLOCKING, (4) 8d SCHEDULE & NOTES 1 1 �" o W °' (� Q O � c SHEATHING NOT REQ'D OUTLOOKER NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS FOR ADDT'L INFO. I SIMPSON LSTA12 OR SHEATHING NOT REQ'D SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH 0 Cl)0 � � O EA.DIAG. AS SHOWN. SHEATHING PER PLAN SP4 CONNECTORS @ J En jr Z W o TRUSS PER PLAN DTC CLIP, (2) 8d NAILS HOLD WALL 3-1/2" @ EACH END 24 o.c. IF HEADER WITH GABLE TRUSS c� .....I Z) o 0 O cn 't Cu) �Z��Ww TO BE CONT. THE @ DOWN FOR 1'-9' MAX. DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 10d I UPLIFT SPAN 4-6 OR TO BE CONT. @THE '� (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF TRUSS PER PLAN NAILS @EACH WEB I MORE. EXT. SHEATHING ��// O ¢ w z O U- S O _ EXTERIOR SHEATHING. I ATTACH PER NAILING L.L U (L O TRANSITION FROM REQ'D, MIN (1) JACK & (1) KING STUD w/ 51MPS. Z TRUSS PER PLAN g ATTACH PER PLAN I 2x DOWNFRAME TO I TRANSITION FROM P.T BASE PLATE W Q 0 4 SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. (2) 16d NAILS TO EA. W Z O w N Q I � SIMPSON META16 @ c LU SHEATHING PER PLAN CEILING NAILER AS BEAM TO GABLE E 0- WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR 1/2" x 8" J -BOLT 32" DTC CLIP, (2) 8d NAILS I I TRUSS 32" O.C. GABLE TRUSS TRUSS \ @ 6" O.C. O.H. SIZE CONT. 2x4 WHERE O.H. IS > 1'-0" DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP GABLE D @ 48" O.C. TO 3RD OUTLOOKERS @ 24'/ Z FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ \ CHART WITH (3) 12d TOENAILS... EXT. SHEATHING; TO BLOCKING \ \ GABLE BRACING (+) CONNECT TO DROP � SIMPSON H10A ATTACH PER PLAN SEE CHART GABLE WITH H2.5 CLIP. (j DIAGONAL TO TOP MAX 2'-0" O.H. W PLATE PROVIDE 2x4 BRACE _X 1 W TO EA. ADJ. DIAG. Q FASTEN TO DIAG w/(2) STRONGBACK IF REQ'D _`"` CONT. 2x4 BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE 2x4'5 @ 24" O.C. GABLE BRACING @ 48" = TO BLOCKING O.C. NOT REG'D 6' AF /q PROVIDE 2x4 BRACE GABLE END THING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING SHEATHING FASTEN FASTEN TO DIAG.w/(2) PER PLAN W Lj 45° PER PLAN. 16d NAILS. SPLICE AS REQ'D CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR r_� SIMPSON H10A DIAG. �N�1���6����®r FOR ADDITIONAL INFO AS REQ'D TO BLOCKING �� J®®j®® Uj M, SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ 4 -8 < H:6 71 (1) 2x4 BRACE WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 2x4 BLOCKING (2) 12d MAX. ATTACHMENT w/ (3) 10d _ e� z TOENAILS EA, END J VALLEY RAFTER 2 Zo -I D COMMON TRUSS Q m 2x TOP PLATE TO U_ J � = U GABLE END W/ 16d I .4 LU F— ZOO SPAN 2'-0") w/ (2) 16d . STUD TOP & BOTTOM I� o m NAILS @ 6" O.C. O OUTLOOKER OR FRAMING FOR FALSE L L < U) U � o Uj '' END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4 -8 < H:6 71 (1) 2x4 BRACE 71 < H:6 91 (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2x4 BRACE ® !� W 00 ®�®�% Z SEE GABLE GABLE BRACING @ 48" PROVIDE 2x BLOCKING Q V CONNECTION DETAILO.C. MAX. 45° FROM FOR NAILINGd HORIZONTAL (+/- 10°) T •• '' ®® .• v LLl FOR REQ'D BRACE NOT REQUIRED ®®� ®® •®, ®• 5 �'p: Z 2 CONNECTIONS ®�®� o ®®` af 6 FROM EAVES. TRUSS PER PLAN® .114 `® m O SEE PLAN FOR 1= 2x4 ATTACHED TO EA. SUPPORT AND TIE IfI GABLE 2x4 BRACE WITH DOWN OF JACK (2) 10d NAILS TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS pq O a... BEAM, IF REQ D w/ (3) 48" O.C. FOR FIRST 3 2x4 BRACE IF REQ'D BAYS WALL PER PLAN HGA10KT @ 32" O.C. @ , 10d NAILS @ EA. TRUSS SEE GABLE TIE BEAM COURSE w/ 1 BRACE CONNECTION DETAIL O 2x4 STUDS 24" O.C. w/ SEE CHART. @ FOR REQ D jv FRAME WALL SHOWN; CN #5 CONT. MAY ALSO BE . o SINGLE BASE &TOP CN CONNECTIONS � PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS STRONGBACK TO \ ) v� --� 1 A23 FROM SHEATHING COVERING IF REQ'D MASONRY o @6 °C DIAGONAL ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** o O CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL �— O 2ND 2x4 BRACE IF , G x REQ'D, SEE CHART ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** A A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GGABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING GE GABLE END @FLAT CEILING w/ BOSTON HIP E01 ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-01 0 LSTA18 HEADER TO 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 3/4"1 (2) 2x TOP PLATE — — — — — — CHORD OF EACH W �^ TO BOTTOM OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d l HEADER STUDS PER I -4 e� VJ Z VALLEY RAFTER ROOF SHEATHING — (2)16d NAILS PLT. TO 2'-0' MAX NAILS, TOENAILED @ COMMON TRUSS SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. J � (D — ti o LU F— ZOO SPAN 2'-0") w/ (2) 16d . STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING OUTLOOKER OR CONV: FRAME OR < U) U � o Uj '' END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER , w in Q O E TO STUD) 2x FASCIA w 2 16d TRUSS PER PLAN DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN v I 06 H z rn P END NAILS @ EA. 2x4 #2 SYP P.T. .INTO BLOCKING, (4) 8d SCHEDULE & NOTES 1 1 �" o W °' (� Q O � c RAKED DOUBLE TOP OUTLOOKER NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS FOR ADDT'L INFO. I SIMPSON LSTA12 OR 2x6 RAFTER TO 2x8 RIDGE BOAR W/ A35 ON (1) SIDE OF TRUSS PER PLAN TRUSS PER PLAN Fiy7 C I PER WF08/SD4 Z U 0 C7 00 - H r`S ? 0 Cl)0 � � O SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER SP4 CONNECTORS @ J En jr Z W o TRUSS PER PLAN DTC CLIP, (2) 8d NAILS HOLD WALL 3-1/2" @ EACH END 24 o.c. IF HEADER WITH GABLE TRUSS c� .....I Z) o 0 O cn 't Cu) �Z��Ww LLI DOWN FOR 1'-9' MAX. DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 10d I UPLIFT SPAN 4-6 OR 0 W Z� '� � Z o Q ~ E OUTLOOKER HEADER PER PLAN IF TRUSS PER PLAN NAILS @EACH WEB I MORE. EXT. SHEATHING ��// O ¢ w z O U- S O _ EXTERIOR SHEATHING. I ATTACH PER NAILING L.L U (L O REQ'D, MIN (1) JACK & (1) KING STUD w/ 51MPS. Z TRUSS PER PLAN g ATTACH PER PLAN I 2x DOWNFRAME TO I SCHED. P.T BASE PLATE W Q 0 4 a FROM TOP OF WALL I DOOR AS REQ'D (2) 16d NAILS TO EA. W Z O w N Q VARIES' W/ 1/4"x4-1/2" SIMPSON END. LSTA18 HEADER TO LAY 2x4 BLOCKING WALL SHEATHING PER 3/4"1 3/4"=1'-0" — — — — — — CHORD OF EACH W J TO BOTTOM � SIMPSON DTC, (2) 8dI l HEADER STUDS PER I -4 W .00 W 0) 11 VALLEY RAFTER I COMMON TRUSS 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, 4 8d NAILS TO TOP O J � 0 U LU F— ZOO STUDS TYP. BASE I VALLEY. FASTEN w/ (5) W I 0Z J 10d COMMON NAILS @ ( I EACH END (TYP.) 1 1 I Op 00 I ATTACH JAMB STUDS _ i RAKED DOUBLE TOP CONNECTION W 2x6 RAFTER TO 2x8 RIDGE BOAR W/ A35 ON (1) SIDE OF TRUSS PER PLAN TRUSS PER PLAN Fiy7 C I PER WF08/SD4 � 0 Cl)0 � � O 1 I � RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS LLI INTO BLOCKING, (2) PLATE 0 W Z� (AS SHOWN) 0 3/16 x 2 3/4 TAPCONS 2x8 #2 SPF STUDS AT 24's @ 24" O.C. MAx. IN ON °AT SI LU >. 0 0 FASTEN SYP OR SPF OP 2x4 SYP #2 BLOCKING, META16 P.T BASE PLATE SHEATHING PER PLAN O < 0 F 16" O.C. 2x6 (MIN.) PLATE THRU @ 24" O.C. 12d I � SIMPSON META16 @ c LU SHEATHING PER PLAN CEILING NAILER AS E 0- 1/2" x 8" J -BOLT 32" DTC CLIP, (2) 8d NAILS I I 32" O.C. GABLE TRUSS LU NOTE: PROVIDE ADDIT'L REQ D O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF o = BLOCKING AS REQ'D END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" I EA. SIDE OF HEADER WOOD WALL TRUSS �.. 2x8 #2 SPF STUDS @ I V1 PER HIB -91 & TRUSS LINTEL SEE PLAN Q" ANCHOR BOLT OR ' 16' O.C. TYP.. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON ° � ` TITEN HD (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR MANU.'S DRAWINGS; SIDE OF EA. STUD. META16 @ 32" O.C. & � PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) CEILING GYP. BD. IS 2x8 #2 SYP PT BASE CENTERED BETWEEN 6" FROM EACH END I STUDS) w/ MIN 7" 32" O.C. MASONRY WALL NOT A DIAPHRAGM PLATE FRAME AND CMU SEE EMBED. INTO SLAB SHOWN, SEE PLAN CMU WALL PER PLAN WALL SPLICE DETAIL STD CON DITION V CM U VAULTED CONDITION @ CMU I ONLY REQ'D @ BRIG FOR WOOD OR FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY i � m GABLE END 0VAULTED CEILING I GEO GABLE END AT VALLEY FRAMING >- o -!zv STRUCTURAL ENG: BED / BAD pp DRAFTING: A STRUCT: TNA QC CHECK: EA J VALLEY TRUSSES) TO STD CONDITION @FRAME WALL BEARING CONDITION @ CMU WALL JOB No. TM -217b277 - - -- - -- -- 2x PLATE WITH SIMPSON MTS12 OR SCALE: AS INDICATED LSTA12 & (5) 8d NAILS DATE: 03/14/2017 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL AFOANON-BEARING WALL CLIP DETAIL I FO TYPICAL HEADER DETAIL 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" D 45 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP4 LAY 2x4 BLOCKING WALL SHEATHING PER 3/4"1 3/4"=1'-0" — — — — — — CHORD OF EACH I I J TRUSS BELOW LINTEL PER PLAN " BOTTOM CHORD. SIMPSON DTC, (2) 8dI l HEADER STUDS PER I -4 W .00 W 0) 11 VALLEY RAFTER 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, 4 8d NAILS TO TOP O HEADER SCHEDULE I U.N.O. ON PLANS LU F— ZOO I I VALLEY. FASTEN w/ (5) PLATE I 0Z J 10d COMMON NAILS @ ( — EACH END (TYP.) I Op 00 I ATTACH JAMB STUDS _ i W 2x6 RAFTER TO 2x8 RIDGE BOAR W/ A35 ON (1) SIDE OF TRUSS PER PLAN TRUSS PER PLAN Fiy7 C I PER WF08/SD4 � 0 Cl)0 � � O 1 � RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) I 0 W Z� (AS SHOWN) 0 3/16 x 2 3/4 TAPCONS 24's @ 24" O.C. MAx. IN ON °AT SI LU >. 0 0 FASTEN SYP OR SPF OP 2x4 SYP #2 BLOCKING, META16 P.T BASE PLATE O < 0 F 2x6 (MIN.) PLATE THRU @ 24" O.C. 12d � SHEATHING PER PLAN @ E END NAILS EACH E 0- -!zv STRUCTURAL ENG: BED / BAD pp DRAFTING: A STRUCT: TNA QC CHECK: EA J VALLEY TRUSSES) TO STD CONDITION @FRAME WALL BEARING CONDITION @ CMU WALL JOB No. TM -217b277 - - -- - -- -- 2x PLATE WITH SIMPSON MTS12 OR SCALE: AS INDICATED LSTA12 & (5) 8d NAILS DATE: 03/14/2017 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL AFOANON-BEARING WALL CLIP DETAIL I FO TYPICAL HEADER DETAIL 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" D 45 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP4 LAY 2x4 BLOCKING WALL SHEATHING PER — — — — — — — — — CHORD OF EACH OVER THE TOP OF THE PLAN TRUSS BELOW LINTEL PER PLAN " BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN .� ATTACH W/ (2) 10d VALLEY RAFTER NAILS @EACH TRUSS FRAMING (OR PRE -ENG AT 24" O.C. -!zv STRUCTURAL ENG: BED / BAD pp DRAFTING: A STRUCT: TNA QC CHECK: EA J VALLEY TRUSSES) TO STD CONDITION @FRAME WALL BEARING CONDITION @ CMU WALL JOB No. TM -217b277 - - -- - -- -- 2x PLATE WITH SIMPSON MTS12 OR SCALE: AS INDICATED LSTA12 & (5) 8d NAILS DATE: 03/14/2017 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAIL AFOANON-BEARING WALL CLIP DETAIL I FO TYPICAL HEADER DETAIL 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" D 45 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER - STUD PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: W PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN E•- PENETRATION OF WITHIN 48" OF SPLICE WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q 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)EDGE DISTANCE TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT 2 1/2" EDGE OUTSIDE (2) 2x4's PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER ���f�IL INSTALL SIMPSON TOP PLATE. ATTACH @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE �f'�j`- PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS ��' [] 40d x 3" ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP 10d x 3 COMMON (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d Z WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE Z THEN (2) ROWS 10d ALL LOCATION LOCATIONS) 0 2 1/2 z w NAILS @ 8" O.C. 4, W 1 1/2° Z W 2 1/4 z J z ERWISE 2 4 WALL BEYOND 8 - w N F v ¢ O C� 2" z Q L TOP SPLICE 10d x 3" COMMON q DISTANCE PER OPP. SIDE DETAIL - - - - - - _- DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION j PLATE (2) 2x4's (2) 2x6'5 (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C LU (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED A7 8" O/C. OUTSIDE 2X'S TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN W M OTH x 16" O.C. MAX.; lo lo- 0 Z J w= �2 IIII TO GABLE END STUDS w Q N �- W � Q � � IIII SCREWS @ 16" O.C. II II II O o = 0 I I II IIII 0 W O J LAP BEAM PLYS AND AGAINST 2x8 STUDS ILL=--=1L-_IL= I f)U) oo m N SYP #2 LEDGER w/ (2) CLo �o NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT O 0 J IM EXT. BEAM PER PLAN - - - - FLOOR SYSTEM _ ...�.� U_ CUT TO FIT 2x BOTTOM PLATE Lr- U Q 1 OPENING SIZE BEYOND SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP 48„ ATTACHED PER N N POST TO BEAM 10d x 3" COMMON O PLAN VIEW TOP OF POST @ 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR = PT POST PER PLAN TO STUDS OR BEAM w/ CONY. FRAMED c ABU POST BASE PER 2 1/4" X 4'/2' SIMPS:7 O MEMBERS ONLY SDS SCREWS @ 16" PLAN O.C. MAX.; .. M/ (WF08/SD3) N OVERLAP TOP PLATE / STRUCTURAL ENG: BED BAD o . 5/8" THREADED ROD w/ TO GABLE END STUDS A DRAFTING: NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. I L a SDS SCREWS @ 16" FASCIA PER -STRUCT: TNA -7-7 ii O.C. MAX.; COMMUNITY SPECS ry CHECK: EA SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR FOR ADDITIONAL PLAN O SYP #2 LEDGER w/ 1!4 " PRE-ENGINEERED JO JOB No. 7M - 2170277 j INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SCALE: AS INDICATED AT CORNER 10d x 3" COMMON OPP.O O N SIDE z_ z_ w z LLI NAIL BOTTOM PLATE O U U a z U 10d x 3" OPP. SIDE ATTACH 2x8 STUDS TO OF BUILT TO EACH PLUP I ( Q I I Q I I z Q IL TOP PLATE W/ (4) 12d COLUMN BELOW W/Y Q - - _ TOE -NAILS TYPICAL (2) 10d NAILS a 0O 00 AT ALL LOCATION 00 2x DBL TOP PLATE BEYOND 3/4"=1'-0" Ld 00 P 1 SHEATHING SHEATHING PER PLAN '"" `-�•° °°®'�,, J o MIN. 15/32 EX S 3/$ INSTALLED VERTICALLY. 1O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE �` • ®°• ®! = Z O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING z ROOF SHEATHING, : ® ®e2 � Q J - ----- - - - - - 7- w z J � (1) ROW OF 8d COMMON NAILS @ 3" O.C. I 'A' = NAIL SPACING FASTEN PER PLAN ' =� ® W NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON % 201" SC,ge 20V� &b ROOF SHEATHING, z 0 � z Q 6 TI I a = O O k� R� '09, ROOF SHEATHING, I R r FASTEN PER PLAN • r� •..� Q II I I II II II O w NAILS @ 3" O.C. 1/2" VA 1/2" ANG TRU FASTEN PER PLAN <��CTATRU cy�° • 'V ®° ° �`",®� � o J I ---I— -- ------ 5_ 0= 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d pF SS tiO,c SS as c9 °••• ®° m v_ III - - W C� COMMON NAILS @ 3 O.C. - WALL SHEATHING O w ° ° ° Oy Oti 2x4 FRAMING 24" C_> ®�� 1#®# p01" III III I I II I _ O NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A 1/2 2x4 FRAMING @ 24" O.C. MAX. --"- " III III II II I DETAIL: MAX 1/8" 2x4 #2 SYP CONT. w/ (2) III OPENING III I I I I I I SPACE BETWEEN w W O5 STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS 4 W cU) COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS A7 JOINT III III II PANELS z @ 4" O.C. PROVIDE (4)10d x3' EA. STUD OR TRUSS Aa O III 3 I I I I I I I U) U)© PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG NAILS AT JOINT MEMBER, TYP. (MAX. HEADER W/ 8d COMMON NAILS @ 3 O.C. (2) ROWS @ \ _ 2x SCAB w/ 10d NAILS \ USE 2 1/4F MAP ONS R "'' III TYP. III II II II O STUD PER PLANTRUSSES4. 4 O.C. O [AROUND 2x STUDS BEYOND, IT I LL O TOP &BOTTOM SHEATHING SPLICE, @III II II II ,. OPENING SEE PLAN FOR MORE 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES w/MIN. 2 EMBED. @ C, III III II II II O VERTICAL MEMBER IF GABLE END PER PLAN Q U_ 2x FASCIA 24" O.C. o ., INFO � z � O SHEATHING & 2x FASCIA PER PLAN ;; o III71---f1- 16" O.C. MAX.; III II II I 0 Z J w= �2 IIII TO GABLE END STUDS w II II II I I II IIII W � Q � � IIII SCREWS @ 16" O.C. II II II O o = 0 I I II IIII 0 W O J LAP BEAM PLYS AND IJL=�IL ILL=--=1L-_IL= W f)U) oo m NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) �o NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT O 0 J IM EXT. BEAM PER PLAN - - - - FLOOR SYSTEM _ ...�.� U_ CUT TO FIT 2x BOTTOM PLATE Lr- U Q 1 OPENING SIZE BEYOND SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP 11 SHEATHING DIAGRAM EXTERIOR SHEATHING SCHEDULE 3/4"=1"-0" BLOCKING GYPSUM WALLBOARD (2) 8d TOE NAILS TO 2 8d TOE NAILS o o CMU WALL PER PLAN TRUSS CONNECTION O TRUSS PER PLAN I JOINT, MAX. 1/8 GAP LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER W/ 2 16d �' + c NAILING PER y =EEV x4 TAPCONS @ 12 2x FRAME WALL PER,"' SCHEDULE PLAN NAILS @ 16" O.C. o SEE ELEV. FOR WOOD/MASONRY 2x4 BLOCKING PLACED O.H. SIZE WALL OR TRUSS SEE FLA7WISE (2) 16d O �I NAILS EACH END SHEATHING SPLICE DETAIL CONDITION n CMU WALL CONDITION n FRAME WALL PLAN (TRUSS SHOWN) - NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF " NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG DO2 LEDGER @LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" �p OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS P� 2 � z SEE ROOF SHEATHING, 2x4 #2 SPF rS J PLAN NAIL PER PLAN Ur o (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & MORE INFO & w/ 2 16d END NAILS W DOUBLE TOP PLATE ( ) J °�' o CONNECTION CONNECTION EACH END � � (nZHMti E SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x 70P PLATE ++ x"x � W U) a, @ EACH STUD 12d NAILS @ EACH END + E........... ........... 2x12 BOX HDR w/ 2x8's "` TOP &BOT. 2x8 TO 2x8 #2 SPF VERTICAL c�r� Z U � 0 (DD °0,° � 24" O.C. W EXT. 2x4 #2 SPF - PRE-ENGINEERED ' SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ o H H z c �l(AQ'ZWp 0 ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. Q W 4 v FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS o J U) p g a LINTEL w/ (2)ROWS OF `+ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF per'., Z Q � U) F- z co SPACING EXTERIOR SHEATHING STRAP AROUND W O Q TALLER STUD W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING 1 Q w Q W Z O SEE PLAN FOR NAIL PER PLAN ) @ 16' O.C. MAX. x x CONNECTION + + 111 yU a CONNECTION TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x + + 2x BRG WALL SEE STAGGERED W '� 0 N H INTO TRUSS & (3) 12d EACH VERTICAL W u_ N J TOENAILS INTO OTHER SEE WALL CLIP DETAIL 7 PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO 2x8 #2 SPF VERTICAL FJ- ` Q U N Q SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS 24" O.C. w/ EXT. 0 2x8 #2 SPF VERTICAL @ W MORE BRG. WALL INFO SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN UNDER GIRDER TRUSS LINTEL PER PLAN � i SLOPE AS REQ'D LINTEL PER PLAN @ 24" O.C. w/ EXT. SHEATHING PER rn U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. NAILING SCHEDULE & �+ V SHEATHING PER o LLJ 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2'' NAILING SCHEDULE & (4) 12d NAILS EACH W • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. ` (4) 12d NAILS EACH • TRUSS MEMBER (TOP _ SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS -� TRUSS STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) 2x6 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER F1 SECTION @DOUBLE BEARING fi'F�lkSTEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S 0 3 HEADER @POCKET SLIDER SO4 HEADER @POCKET SLIDER w o 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" _J � W � �I CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO 5)BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/a' W SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ Z iQ STRAP IS NOT REQUIRED. 16" O.C. MAX.; 0 Z J TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS W EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. O MAX.; 0 W O LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT W NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT 0 J IM EXT. BEAM PER PLAN 12 12" O.C. - ...�.� SEE PLAN Lr- U Q HTS20 CLIP FROM SIMPSON H3 CLIP LLI POST TO BEAM -- — SHEATHING PER PLAN O PLAN VIEW TOP OF POST @ 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR PT POST PER PLAN TO STUDS OR BEAM w/ CONY. FRAMED c ABU POST BASE PER 2 1/4" X 4'/2' SIMPS:7 O MEMBERS ONLY SDS SCREWS @ 16" PLAN O.C. MAX.; / STRUCTURAL ENG: BED BAD o . 5/8" THREADED ROD w/ TO GABLE END STUDS A DRAFTING: NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. I L SDS SCREWS @ 16" FASCIA PER -STRUCT: TNA -7-7 ii O.C. MAX.; COMMUNITY SPECS CHECK: EA SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR FOR ADDITIONAL PLAN O SYP #2 LEDGER w/ 1!4 " PRE-ENGINEERED JO JOB No. 7M - 2170277 j INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SCALE: AS INDICATED O.C. O.C. MAX. SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR DATE: 03/14/2017 SHINGLE ONLY CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL D4 MR &ASSOCIATES, LLC is strictly prohibited. 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 W SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES gL BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS -J 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 Y SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN --�_ WD. HD. HT SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. 00 GRADE . 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 CONNECTIONS ' SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 101 F SIMPSON SP4 w/ (6) 101 SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER <�s x1-1/2" @ 24" O.C. (USE �<<sti x1-1/2" @ 24" O.C. (USE z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 — tiFFT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFj SP6 @ 2x6 STUDS & O USE SIMPSON . STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 101 REFER TO PLAN FOR (20) 16d SINKERS & (14 " " NAILS. BEND STRAP NAILS. BEND STRAP � BUILT-UP COLUMN (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN (� INFO. FOR TRUSSES 20" TO » 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP » FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER -SEE 2ND W PRE -ENG. FLOOR ' FLOOR PLAN FOR MIN. (IF TITENS ARE NOT IN � HEADER FLOOR PLAN FOR MIN. HEADER. � SYSTEM - IF NO FLOOR HEADER SIZE & REQ'D LINTEL COURSE OR � » � HEADER SIZE & REQ'D SYSTEM INSTALL EXTERIOR SHEATHING JAMB STUDS INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS � KNEEWALL &PROVIDE EXTERIOR SHEATHING 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO � SOLID BLOCKING " FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN �» FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN U.N.O. PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IF HEADER IS UPSET BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR ° MORE INFO FLOOR GIRDER OR � OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 101 LOWER: D WSILL LLI FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. IY NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4F7:(1) 2x TOENAILS. EXT. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiSO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILLw/(2)10d SILL PLATEw/(2)1Od HEADER OPENINGS DBL. TOP PLATE BARRIER (FELT PAPER „_ 3/4"=1'-0" TOE NAILS AT EA. END TOENAILS. OPENING LESS THAN 4FT:(1) 2x«e119i9 y11®®® w M OR SIM IS PROVIDED 3/4"=1 0 SILL PLATE w/ (2) 101 HDR. PER PLAN ) OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) �y � REFER TO PLAN FOR WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 TOENAILS. OPENING) �� •°•••®®® ®®® w (2) 2x SILL AT WINDOW •® /�/ 2x STUDS, SEE 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4F7: 2 �-+ N`® Or ®• +® / oo Y w/ 2x CRIPPLE STUDS • • -j Z FRAMING PLAN FOR BUILT-UP COLUMN 2x SILL PLATE w/ A35 .° �, ®Z _ SEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16 O.C. ATEA. END NAILED TO L� p®�' d U SPACING AND GRADE INFO. STRAPS CENTERED THAN 4' BUT LESS w/ (2) 10d TOENAILS CLIPS EACH SIDE w/ 2x x J AND SEE ARCH PLAN @ STUD PACK w/ 101 o • ;� eia -t® < BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16' O.C. <C �-• ( NAILS @ 8 O.C. THEN � .., •v � O• z Q TO VERIFY SIZE I PLAN BEYOND A A NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS ;„ • .� z :®0 p SEE FLOOR FRAMING STUDS @ 16 O:C. T&B (PLYWOOD ;,' • ®'� Q INT. FINISH PER PLAN O O ) ATTACH SILL w/ 2 10d SHEATHING REQ D � '®• °®• O COLUMNS 7 101 NAILS & 4 1/4" T&B PLAN FOR FLOOR x 2 1/4'' TITENS; IF O ®� � '° � SYSTEM INFO. FLOOR TRUSSES ARE SEPARATE SHEATHING OF SILL MAX OPEN'G T&B) ®® ®® m LL MID -HEIGHT BLOCKING TOE NAILS AT EA. END -� 2x BOTTOM PLATE w/ PER BEARING WALL UNDER WINDOW ®®® !1®® Cif (2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE WIDTH 4'-0"). USE A35 ,°, 141 11119 1/2" DIA. THREADED (2) SIMPSON LSTA18 11 1 (2) 161 NAILS @ 6" O.C. SIMPS. MSTCM60 ' CLIP AT EA. END FOR 3/4" FLOOR SHEATHING '-'�- ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 101 SINKERS & (14) 1/4" X 2 » THAN 4' BUT LESS NAILING SCHEDULE 2 -STORY WALL NAILS '• » (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. » THAN 6' O SECTION FOR MORE \ STRAPS CENTERED @ (IF TITENS ARE NOT IN \ •� FLOOR TRUSSES SEE (2) SIMPSON META16 LINTEL COURSE OR SIMPSON LSTA30 w/. PLAN FOR DEPTH AND INFO. \\`� FLOOR W/ (14) 101 INTO FILLED CELL USE " 2x TOP &BOT. (11) 10d TO STUDS . • lii ''''" FLOOR TRUSS TO \, NAILS . RIBBONS, CONT. I'"" N DIRECTION REFER TO WW MASONRY WALL 1/4 X 1 3/4 TITENS FOUNDATION PLAN ) » ABOVE PLATE U.N.O. 0 FT (3) 2x STUD PACK NOTE: ALL FLOOR » o FOR G EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF " z --1 \-.- INFORMATION - c A,'.FLUSH W/ FACE OF SCHEDULE NO MOISTURE SEE FRAMING PLAN� MASONRY ATTACHED BARRIER (FELT PAPER FOR FLOOR ' ° ATTACH 2x STUDS W/ o ""� PER NAILING _ - OR SIM) IS PROVIDED `- SCHEDULE; PROVIDE (2) 161 NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN Q+ �� IF FLOOR SYS. NOT PRESENT PER FLOOR w1 � ......� I I__ CONNECTION r� 1/8 GAP BETWEEN Ii Vuil9l,ll U STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED w` ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM Q FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 161 REQ'D ON EITHER SIDE OF WALL: IF WF02/ �\ ■ PLAN SD6 IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) %'X2 %4' TITENS TO MASONRY FT MAX: DRAFT ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT STOPPING MATERIALS fiso HEADER CONNECTION @ 2nd FLOORfisA HEADER CONNECTION @ 2nd FLOOR HIGH BM BE 1/2" GYP BOARD OR 3/4"=V-0" -0 3/4"=11-0" 3/4"=1'-0 3/4"=1'-0.. 15/32" OR 7/16" OSB. VJ�^ ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4 FLOOR SHEATHING 3/4 FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 — Z BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN < U) U 1-- o ATTACH PER NAILING � � 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND -j M i FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS SEE SCHEDULE, W N 2x4 #2 SYP BLOCKING FRAMING PLAN FOR CONTINUOUS FROM z F- `) o @ 48" O.C. W/ (2) 121 SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO pi, (9 � z v� U- rn TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. 0 0 (� Q ow U) TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN �, Z U ~ o O 2x4 #2 SYP ANGLE 2x BLOCKING FOR BEARING WALL PER 0 w z 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ I-- - r= Jv)Wz o AGAINST TRUSS SHEATHING/ DRYWALL (2 BOTTOM PLATE W/ 0- o (2) 12d @ 12 O.C. (2) 12d @ 12 O.C. 2 121 @ 12" O.C. PLAN Q O O 0-,q. cw VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 121 O o p = 07 DOUBLE BOTTOM a z I- t_ w w o W/ (3) 121 NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN Q. Z I- z END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) PLATE O O W Q W z p TRUSS OR FIELD O = FRAME 2x4 KNEE 16d)NAILS; O TOM) U -- Q 161 NAILS; BOTTOM (2) H5 EA. FLOOR � 0--ma- RIBBON m a WALL, STUDS 16 RIBBON TO BE PT IF TRUSS TO DOUBLE �/'� Q U � N F.. ,I @ RIBBON TO BE PT IF BRG DIRECTLY ON BOTTOM PLATE, SLIT Lu v/ Z O W N Q SYS. 42 FLOOR O.C. W/ (2) 161 NAILS @ BRG DIRECTLY ON CMU FLOOR DECKING TO U CONC. SLAB - TRUSSES @ 24" O.C. Q EACH END SEE CMU SEE TRUSS LAYOUT ACCOMMODATE - O SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ FOR HANGER 1- 3: - �� PLAN FOR MORE INFO SCHEDULE FOR STRAP 1/2" GYP. CLG BD OR 1/2 GYP. CLG BD OR < ti (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL ^ _ (2) 5/8" TYPE "X" WHEN 4 CONNECTION (2) 5/8 TYPE X WHEN 3 O.C. WALL � SHEATHING TO EA. o �W (� IN GARAGE r (1)OROWSA8d NAILS @ IN GARAGE I' SHEATHING TO SEE PLAN FOR RIBBON _ MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER BLOCKING wOR4 161 9 _ MASONRY WALL PER O SHEATHING TO MASONRY OR MTS12�• PLAN PLAN OR (3) 161 TOENAILS BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN m TYPICAL TWO STORY SECTION tWS1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION Rw �..� 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 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0,. 5 W 11 NOTE: ALL FLOOR 0) TRUSSES TO BE P.T. IF LU �- NO MOISTURE HANDRAIL BY OTHERS z Cl) O BARRIER (FELT PAPER 0 z J OR SIM) IS PROVIDED I CO) ;� LLI S C0 0 1 0- I SEE ARCH DWGS FOR W TOPPING INFO n. m H I 3/4" PLYWOOD FLOOR O W Z J SLOPE DECKING ATTACHED O 0 PER NAILINGW >- 0 2x12 #2 SYP CONT. ---) SCHEDULE 0 LEDGER W/ (3) X 1/4"x4-1/2" SDS SLOPED BALCONY ry SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN FLOOR TRUSS (12" TALL) (60/15/5 MIN. @ 24" O.C. AND @ EA. LOADING) W/ LUS26 OR c7 STRUCTURAL ENG BED /BAD END VERTICAL (MIN. 2" ° LUS46 TO LEDGER p DRAFTING: FROM T&B) f A ° CONTRACTOR TO ° • SEE WS11/SD5 FOR � -STRUCT: TNA QC CHECK: EA SEE PLAN FOR FLOOR � •. ,4 < PROVIDE ADEQUATE WATERPROOFING. NO SIM. END CONDITION TRUSS DIRECTION JOB No. TM -2170277 "I. CONCRETE SLAB LINTEL PER PLAN ° PERMITTED SCALE. AS INDICATED SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO 03/14/2017 .DATE: F01 TYPICAL BALCONY FRAMING NOT USED D5 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CLIPS @ 24" O.C.) SECTION (@- RAISED HEEL TRUSSS1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=V-011 '-0" OTHERS PLAN 1/2"= 1 1-01, WALL SPLICE DETAILS EXTERIOR SHEATHI FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER — � NAILING SCHEDULE ROOF SHEATHING (SIMPSON H2.5 EA. I ATTACH PER NAILIf TRUSS SCHEDULE EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16 O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 1 2x4 BLOCKING TO BOTTOM PLATE 2x BRG WALL W/ SHEATHING CONT. TO - 2x4 BLOCKS, (2) 16d 2x BRG WALL W/ (2) 12d TOE NAILS SIMPSON SP2 @ TOP & EACH END REQUIRED SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 AT ALL SHEATHING SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SPI @ BASE. LSTA18 O.C. MAX (U.N.O.) OVERLAP BOTTOM OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE VERTICAL WALL °. USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING LEDGER W/ (2) Y4"x3-1/2" MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING d ° BLOCKING BELOW. dh SDS WOOD SCREWS @ TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 1 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS 16" O.C. MAX. & 3" w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4" ATTACHED PER PRE-ENGINEERED TOENAILS EACH END CONNECTED w/ MTS12 1 FROM EACH END TO TRUSS BELOW) 3/4" TAPCONS PEF 1 1 I \ TRUSS DIRECTION 2x BASE PLATE W/ (2) OR LSTA18 SCHEDULE DIAGONAL AS SHOWN. & MORE INFO L — — — 3/4" FLOOR SHEATHING STRAP; CENTER RECESS LEDGER INTO O.C. 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 1/2" GYP. BOARD FASTEN ROOF TRUSS 2x BLOCKING W/ (2) 12d O.H. NAILING SCHEDULE MASONRY WALL A 2x STUDS SEE PLANSTUDS ; 3/4" FLOOR SHEATHING TOENAILS EACH END LEDGER PER PLAN FLOOR TRUSS PER FRAME WALL 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" ATTACHED PER (2) 2x4 #2 SYP SHEATHING TO MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN 2x8 #2 SYP P.T. SII (2) 2x4 #2 SYP 1 1 O ALIGN W/STUDS NAILING SCHEDULE BLOCKING w/ SIMPSON & CONNECTIONS FROM TOP OF WALL TO 1 BLOCKS W/ 8d NAILS @ OPT. TRUSS RECESS LEDGER PLATE w/ 1/2" EPC BLOCKING w/ SIMPSON BELOW 1 HUC24-2 EACH END, NAILS) SIMPSON H1 OA @ 6" O.C. 1 1 ANCHOR BOLT 01 HUC24-2 EACH END, WINDOW ATTACHMENT 1 USE (4) 10d & (2) 10d SEE LD02/SD4 FOR EACH DIAGONAL 1 1 INFO. IF WALL 1 J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. NAILS. UNDER MORE INFO. BRACE SEE PSA" -OL EMBED. @ 32" O.0 FROM EA.END NAILS. UNDER i 0rA40 C-MAno AM= 1 SEEP' AN WINDOW JAMBS ONLY 1 1 -- 1 WINDOW JAMBS USE Z p• (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE — SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR O FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF 1 1 CONNECTIONS 1 TRUSS IS CONT. BRG ALL THREAD ROD MASONRY(SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL F OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN PLAN ON WOOD USE HGA PLAN @ 48" O.C.; SEE CLIPS @ 24" O.C.) SECTION (@- RAISED HEEL TRUSSS1 SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS 1/2"=V-011 '-0" OTHERS PLAN 1/2"= 1 1-01, WALL SPLICE DETAILS EXTERIOR SHEATHI FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER — � NAILING SCHEDULE ROOF SHEATHING (SIMPSON H2.5 EA. I ATTACH PER NAILIf TRUSS SCHEDULE EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16 O.C. - SEE FRAMING PLAN FOR MORE INFO 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 1 2x4 BLOCKING TO BOTTOM PLATE BETWEEN STUDS W/ SHEATHING CONT. TO - 2x4 BLOCKS, (2) 16d W/ (1) ROW 8d NAILS (2) 12d TOE NAILS @ 3" O.C. EACH END REQUIRED ROOF LINE TRUSSES ARE AT ALL SHEATHING TRUSS PER PLAN SHEATHING TO PANEL EDGES ATTACH PER NAILING OVERLAP BOTTOM PERPENDICULAR TO F" PLATE 1 1/4" (MIN.) VERTICAL WALL °. 1x PT NAILER AS REQ'D FRAMING MEMBERS a ° CONT. #5 IN TIE BEAM LEDGER W/ (2) Y4"x3-1/2" ' EXT. FINISH PER FOR MORE INFO BOTTOM PLATE BLOCK ADJACENT d ° ARCHS dh SDS WOOD SCREWS @ 32" O.C. W/ MIN. 7" 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d S O C STUD SECTION @ OPEN TO ABOVE 12 PER PLAN EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO - 2x4 BLOCKS, (2) 16d W NAIL T EA H EXTERIOR SHEATHING ROOF LINE TRUSSES ARE TRUSS PER PLAN 2x8 #2 SYP P.T. SILL ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. F" 2x6 #2 SYP CONT. I PLATE ATTACH PER 2x4 CONT. W/ (2) 12d PLATE W/Y2" EPDXY PLAN) NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE LEDGER W/ (2) Y4"x3-1/2" ROOF SHEATHINGPLYWOOD 2nd STORY WALL PER SCHEDULE FOR MORE INFO BOTTOM PLATE BLOCK ADJACENT ISIMPSON H2.5 EA. I ATTACH PER NAILING PLAN SEE FLOOR FRAMING �\ ( PLAN FOR MORE INFO7 dh SDS WOOD SCREWS @ 32" O.C. W/ MIN. 7" ROOF SHEATHING 1 TRUSS \ \ 16" O.C. MAX. & 3" 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH ATTACHED PER PRE-ENGINEERED I FROM EA. END - USE 1 FROM EACH END �\ SEE PLAN FOR NAILING SCHEDULE 1 1 I \ TRUSS DIRECTION (3) SCREWS FOR 24" I SIMPSON LUS26. USE SCHEDULE DIAGONAL AS SHOWN. & MORE INFO L — — — RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY 1/2" GYP. BOARD FASTEN ROOF TRUSS (2) 2x TOP PLATE O.H. TRUSS SHOP 2x STUDS SEE PLANSTUDS ; PER ELEV. LEDGER PER PLAN DRAWINGSol 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" SHEATHING TO MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING 1 1 O ALIGN W/STUDS EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO 1 BLOCKS W/ 8d NAILS @ OPT. TRUSS RECESS LEDGER IDE OFT. USE (4) S6d 1 1 BELOW 1 NAILS) SIMPSON H1 OA @ 6" O.C. 1 1 1 WINDOW ATTACHMENT 1 SEE LD02/SD4 FOR EACH DIAGONAL 1 1 INFO. IF WALL 1 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. MORE INFO. BRACE 1 FOR LOCATION i 0rA40 C-MAno AM= 1 1 1 1 (5) 16d NAILS BRACE Z TO BLOCKING. O 1 1 2x SPF BASE 1 ALL THREAD ROD PLATE 1 @ 48" O.C.; SEE `�-- —PROVIDE 2x4 BRACE' i1 D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM FOUNDATION DETAILS TO EACH ADJACENT (2) 2x SPF TOP 1 FOR CONNECTION @ DIAGONAL, FASTEN 0 1 1 BASE TO DIAGONAL W/ (2) U) 1 1 1 (2) 2x HEADER 1 16d NAILS W0 1 1 1 SEE FLOOR PLAN 1 2x4 BOTTOM PLATE, 1 1 1 FOR MORE INFO ' IF SHEATHING IS NOT CONNECT TO DOUBLE TOP PLATE W/ 16d TRUSSES PER PLAN 2x STUDS SEE PLAN CONTINUOUS TO BASE STUDS ABOVE ARE TO PLATE, SP8 TOP AND NAILS @ 6" O.C. O.S.B. TO OVERLAP 1 BOTTOM ARE REQ'D 1 1 BOTTOM PLATE 1 1/4" WALL BRACING @ 48" 1 1 1 1 I (MIN.) O.C. MAX. 45° FROM ' 2x P.T. ` BASE PLATE C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPERHORIZONTAL (+/- 100) O 3-WALSIMPSON BRACE NOT REQUIRED W SEE BEARING SCHED. 1 1 2x BEARING WALL 1/4" 6' FROM EAVES. FOR A.B. INFO 1 1 1 1 q WITH ROOF LOAD SDS SCREW @ 16" O.C. 1 1 fiF1'BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH 00 Co Uj p®� Y O COcc Z C(2) 2x SPF TOP n�'w�. t� _j PLATES U.N.O. ells illn 3/4"=1'-0" TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF PRE-ENGINEERED NAIL T EA H EXTERIOR SHEATHING ROOF LINE TRUSSES ARE TRUSS PER PLAN 2x8 #2 SYP P.T. SILL TRUSS ANCHOR (SEE TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING 2x6 #2 SYP CONT. I PLATE ATTACH PER 2x4 CONT. W/ (2) 12d PLATE W/Y2" EPDXY PLAN) NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE LEDGER W/ (2) Y4"x3-1/2" ROOF SHEATHINGPLYWOOD 2nd STORY WALL PER I ANCHOR OR J -BOLT @ FOR MORE INFO ISIMPSON H2.5 EA. I ATTACH PER NAILING PLAN SEE FLOOR FRAMING �\ ( PLAN FOR MORE INFO7 dh SDS WOOD SCREWS @ 32" O.C. W/ MIN. 7" ROOF SHEATHING 1 TRUSS \ \ 16" O.C. MAX. & 3" EMBEDMENT & 6" 1 ATTACHED PER PRE-ENGINEERED I FROM EA. END - USE 1 FROM EACH END �\ SEE PLAN FOR NAILING SCHEDULE 1 1 I \ TRUSS DIRECTION (3) SCREWS FOR 24" I SIMPSON LUS26. USE & MORE INFO L — — — RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS (2) 2x TOP PLATE O.H. TRUSS SHOP 2x STUDS SEE PLANSTUDS ; PER ELEV. LEDGER PER PLAN DRAWINGSol 2x8 SYP #2 LEDGER W/ (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING 1 1 O ALIGN W/STUDS EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO 1 OPT. TRUSS RECESS LEDGER IDE OFT. USE (4) S6d 1 1 BELOW 1 NAILS) G RDEOR SOEE PLANSFOR 1 1 1 WINDOW ATTACHMENT 1 1 1 INFO. IF WALL 1 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. 1 1 1 FOR LOCATION i 0rA40 C-MAno AM= 1 00 Co Uj p®� Y O COcc Z C(2) 2x SPF TOP n�'w�. t� _j PLATES U.N.O. ells illn 3/4"=1'-0" TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF EXTERIOR SHEATHING ROOF LINE TRUSSES ARE FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING SEE FLOOR PLAN PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE ROOF SHEATHINGPLYWOOD 2nd STORY WALL PER FLOORING FOR MORE INFO ISIMPSON H2.5 EA. I ATTACH PER NAILING PLAN SEE FLOOR FRAMING �\ ( PLAN FOR MORE INFO7 1 SCHEDULE 1 TRUSS \ \ 1 1 1 PRE-ENGINEERED I 1 TRUSS PER PLAN �\ SEE PLAN FOR 1 1 I \ TRUSS DIRECTION 1 & MORE INFO L — — — 00 Co Uj p®� Y O COcc Z C(2) 2x SPF TOP n�'w�. t� _j PLATES U.N.O. ells illn (2) 2x HEADER 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 1 1 1 1 1 1 1 1 1 2x STUDS SEE PLANSTUDS ; E ARE 1 1 1 O ALIGN W/STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE 1 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO ' 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 1 1 1 1 1 1 1 I ' 2x P.T. ` BASE PLATE SEE BEARING SCHED. 1 1 FOR A.B. INFO 1 1 1 1 q 1 1 1 SEE FOUND. PLAN FOR FTG. REQ. 1 I I LU Z 0 w C-4 Q 2x6 #2 SYP CONT. —J U '. LEDGER I— W/ (2) Y4"x3-1/2 I LCESS SIMPSON LUS26. USE FLOOR TRUSS' SEE FLOOR GIRDER SEE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY FRAMING PLAN FOR 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4-2 ATTACH TOP 16" O.C. MAX. & 3" PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER (TRUSS. VERIFY W/ TRUSS DIRECTION AND CONNECTION MORE INFO MAX 6" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND 5 10d o W TRUSS SHOP FROM EA. END -USE (3) I CONNECTION DETAIL O z W �'� DRAWINGS SCREWS FOR 24" O.C. SEE TRUSS LAYOUT NAILS INTO HEADER Cl = — 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER EA. TRUSS, 24" O.C. PLAN O KINGS # OF STUDS TO MATCH Q FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER OPT. TRUSS RECESS LEDGER G.T. USE (4)16d NAOILS BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHEID., CONT. TO BOTTOM OF FLOOR SYSTEM OE IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE m SOLID BLOCKING WITHIN FLOOR SYSTEM D04 LEDGER @LOW ROOF AF1 TYPICAL CONNECTION @GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. 0c o W 3/4"=1'-0" 3/4"=1'-0" 1"=1'-0" v J +q W 11 � z 00 �� V oz° - LU � ;0 1 W .:.� z LU0 CL C7 STRUCTURAL ENG: BED / BAD DRAFTING: A STRUCT: TNA QC CHECK: EA JOB No. TM- 2170277 SCALE: AS INDICATED DATE: 03/14/2017 D6 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD (3)2X12 LLJ MIN. (3) 2x SYP #2 STRINGERS W/ 1 -- STUDS - STUDS REQ'D @ END SIMPSON A34 CLIP TO Q OF LANDING W/ MIN. (6) FLOOR SYSTEM D 16d NAILS FROM LEDGER TO STUD 10 PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING Z SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING 2xJOISTS @ LANDING CL FRAMING z @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER Z ON EACH SIDE U �gU) U_p go g z 6" MIN. 0 10 A, I \ (2) 2x BEAM PER 2xJOIST (P.T. IF W SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO o END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST @ Z4 NAILS 16 O.C. MAX. E: V ado TO BEAR DIRECTLY ON DEPTH W/ (3) 10d „ (() �"`®. a, /dv® �� C TO EACH STUD. 2 1/4" z `®®® ®�®'a W 0) BUILT UP COLUMNS TOENAILS EACH END x 3 1/2 TITENS @ 16 ® D_ BELOW O.C. MAX. FOR M %® � A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY 10" MIN. ..+ ®®®� U. p f� Y p FOR MAX WIDTH OF LANDING v �,,�°° er• � .� C�7 _ Z SEE SCHEDULE®� �e. �.. �e w Q z MIN. (3) 2x SYP #2 � � ®;° ,,, � � STUDS REQ'D @ END �®�� ®® OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB ®�®ABBI@<II®® _j 16d NAILS FROM SEE PLAN FOR DEPTH_____l SHEATHING OVER OF LANDING LANDING ATTACHED STAIR WINDER DETAIL LL m A" s "v LEDGER TO STUD PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING �'-\\12 - TO MATCH JOIST PLYWOOD SHEATHING .m y 3 2xJOIST LEDGER (P.T. OVER LANDING` DEPTH W/ O 10d IF ATTACHING TO ATTACHED PER STANDARD (3) 2X12 e.., TOENAILS EACH END SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR CONSTRUCTION SIMPSON A34 / A35 z NOTES CLIP TO FLOOR16" O.C. o;;: C Q SYSTEM &LANDING z MAX p BEAM @ END OF ` FRAMING Uj m U_ LANDING PER SCHEDULE 171 . C U w� LU c SEE PLAN FOR MASONRY WALL OR O WOOD WALL SIMPSON A35- cc BF B CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF Z SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO BEAM (D ti END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT B -B CROSS SECTION OFF BEAIVI TO LEDGER W J o STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d Ll fZ 04 CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. J W Uj ~ TO BEAR DIRECTLY ON N EACH SIDE TO EACH STUD. ((2) 1/4" 0 U Z H _j �` o O aZj W fA U- rn - BUILT UP COLUMNS x 3 1/2" TITENS @ 16" `� � (�QO��wj-� c BELOW O.C. MAX. FOR STRINGERS TO BE o L... O Uj z �_ c MASONRY WALL) cry Z U F= p (D ao 5 A -A PLAN VIEW @ 180 DEGREE TURN LANDING "OTCHEDATLANDING LLl ��oo��� _ U)p-rM SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS a Zz0�FZ E O'WQwZ=� BEAM/JOISTS REQUIREMENT AT LANDING A35 @ EA. STRINGER \ JOISTS TO LANDING AT LANDING (#2 SYP) SEE ARCHS. FOR MAX. OF LANDING RISE OF STEPS AND 2x8 8'-0" MIN. TREAD DEPTH 2x6 3/4" O.S.B. W/ 8d NAILS 12'-0" (1) 2x12 (1) 2x8 @ 3" O.C. TOP AND 4' -0" BOTTOM CHORD (3) 2x12 2x8 -JOIST PER FRAMING 11'-0" (2) 2x12 PLAN W/ SQUASH 6'-0" (1) 2x12 (1) 2x8 BLOCK OR 4'-0" VIL- BEAM/FLOOR TRUSS (3) 2x12 2x8 PER PLAN 10'-0" PENDING LANDING oo 6'-0" HEIGHT AND PLAN 2x6 4'-0" LAYOUT. HEADER (3) 2x12 WITHIN SUPPORT 9'-0" (2) 2x12 WALL COULD BE 7'-0" 91.01, REQUIRED. SEE PLAN 2x6 5'-0" FOR REQUIRED 2x12 STRINGERS ONE (3) 2x12 HEADER AND ON EACH SIDE AND (2) 2x12 n SUPPORT ONE @ MID -SPAN Al 8'-0 /"'1 INFORMATION. A34 @ EA. STRINGER — 5'-0" TO LANDING (3) 2x12 2x12 2x ATTACHED TO I I (2) 2x12 2x JOIST (P.T. IF STRINGER I I I 7'_0" ATTACHING TO 2x6 5'-0 " MASONRY WALL) CONT 6'-0" (2) 2x12 LEDGER w/ (3) 16d 2x12 STRINGERS ONE l I I I (1) 2x12 (1) 2x8 NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I I I I I 2x8 x 3 1/2" TITENS @ 16" FOR I I I / (2) 2X BEAM PER O.C. MAX, MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 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'-0" (1) 2x12 (1) 2x8 2x6 4' -0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'4' 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 91.01, (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-0" (2) 2x12 2x8 7'-0" 7'_0" (1) 2x12 (1) 2x8 2x6 5'-0 " 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" IL Q2o>Qn. l— N ~ C/1 ' U Z O O N 0 SEE ARCH PLAN 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO o W STUDS W/ (2) 16d TOE Nl� ILLI 2x4 #2 SPF STUDS X X NAILS I GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF D @ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND O.C. MIN. AN OPENING W/(NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) HANDRAIL VERTICAL LOCATIONS). NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING m TO ALLOW VERTICAL > 0 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO W NAILS @ 4" O.C.FACE OF TRUSS c.� L -BRACE @ 6'-0" O.C. & � -j @ ANY OPENING 2x4 CONT. TOP PATE LV 11 (ATTACH TOP PLATE W O') 00 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d W DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4' x 3 3 1/2" TOE NAILS H SDZS WOOD SCREWS CO 0 SECTION X -X N.T.S.EQUALLY 0 Z SPACED/CENTERED IN 2x4 #2 SPF STUDS @ W 2x4 CONT, TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER � ATTACH TOP PLATE TO 3j" ATTACH TOP PLATE TO FACE OF TRUSS STUD H D 0 1 STUDS 2/ (2) 16d TOE- �` STUDS W/ (2) 16d TOE 32' ATTACHED TO TRUSS 0 W 0 I I .NAILS �`--�` I BELOW (OTHERWISE � M R.- WNAILS I I SEE ARCH PLAN ATTACH W/ (2) 12d m 2x4 #2 SPF STUDS @ I W ...JI Z MAX. 4-0' ABOVE FLOOR TOENAILS @ BOTTOM) 24" O.C. W/ (2) 12d U 0 W TOENAILS BOTTOM 2x4 #2 SPF STUDS @X X 2x4 SILL PLA >. 0 0 SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d � NOTCH FLOOR � TE W/ (2) � w FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. -7 Q O = ACCOMMODATE 2x I CONT. BRACE & 10d 0H F— 2x4 SILL PLATE W/ (2) NFLOOR SHEATHING AILS @ 4" O.C. TO 0� � � 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" 0. C. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL 75 VERTICAL LOCATIONS). ( ATTACH 2x4 TO TRUSS STRUCTURAL ENG: BED / BAD TO SLIDE DOWN TO I W/ (2) Y4"x3" SDS -_ _ ACE OF TRUSS DRAFTING: F (2) SIMPSON LSTA24 SCREWS EQUALLY a STRAP (1 EA. SIDE OFCc-_ SPACED & CENTERED 5Q STRUCT: TNA 2x6 VERTICAL AND IN TRUSS STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL QC CHECK EA TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" O.C. & FLOOR (BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING JOB No. TM - 2170277 FLOOR BEAM SEE EQUALLY SCALE: AS INDICATED BASE PLATE PER FLOOR PLAN NOTE: PLAN ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE DATE: 03/14/2017 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (ST�O3 HANDRAIL CONNECTION AT FLOOR TRUSSES ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. j ST1 UNDER BEAMS LESS THAN 2x12) ined in this document is co ri hted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. COPYRIGHT MCD 2014: The information conta py g .ILII