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HomeMy WebLinkAbout150 Big Spring Ter 15-1295 New construction SFH_ ..I l IL 1 .,.,__... ,r.vmr.ew.:'«w:m.uuu.........._ ..,...,............ ,A:++wWaw..>..«.uywxw. -. ,.........,... _..,...w.-iwv.:.v.,..._ wrar-:...__. ._..-.................-`. ..w,,.� u.rrlwwv.u..r x ro C U 0 GENERAL CON5TRUCTION NOTE5: �`CD N CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RE51DENTIAL CODE n 0 M ' OCCUPANCY AND CONSTRUCTION TYPE: ` LOTo � M THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. ` L ICD�' • THORNBROOKE 40S 0 0 �2 57ro CE=ILING CONSTRUCTION:g � � 0 THE GARAGE SHALL B3�EiE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE L CY GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm)to 0 ro TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION ,M Z 620 DARLINGTON 2585 ELEVIR B SHALL AL50 BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT, IM EXTERIOR FIN15HE5: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO DE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND ASTM C926. INSTALLATION OF JOB NUMBER 25002.044 • EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b2 AND 45TM C 1063. PROVIDE BOND CAD FILE NAME LOT 57 TB BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103b3 ISSUED 01-21-15 REVISED 02-03-15 GAMGE RIGHT 5TUCCO CONTROL JOINTS: 03-11-15 STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 1063-06 (1.11.4.1 'THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F, AND DELINEATE AREAS NOT MORE THAT Imo S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED IS FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ®® ♦ �, a TAYLOR MORRISONDIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE GON5IDERE 4 o .� CONTROL JOINTS: ®• `, ®� s 0 EGRESS: ,Ce .� EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR, THE WINDOW -� :& MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. TRADITIONS FLA5HING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR fll11®i�q TH O RN B ROO KE 40'S DIRECTION, AND AROUND ROOF OPENINGS. I I Ii 1 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FA5HION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNI-i SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5UIl OF THE EXTERIOR WALL FINISH. APPROVED CORRO6ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (81038). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION IN5TRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW DAVIS BEWS RECORD COPY REVIEWED FOR CODE COMPILWYM PLANS �EXAMINER DATE SANFORBUILDING Q1L/15jQN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection ,,,11\7011,, ; �Nf O 0R T U G COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, 2C - INTEP,IOR ELEVATIONS, STAIR SECTION b" G.G. VERIFY FOR MOTION 5EN50R CHIMNEY HEIGHT REQUIREME QTS. 3 B 1 FRONT ELEVATION "B" WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER THAN THE ROOF OR RIDGE THAT 1510 -0 AWAY OR CLOSER. 3B2 SIDE AND REAR ELEVATIONS, ROOF PLAN TUB AND 5HOWER AREAS: CEMENT, FIBER -G M NT, OR GL 55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, CI325, OR CII18 AND INSTALLED3B3 -BUILDING SECTIONS, FLASHING DETAILS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 4A - MAIN FLOOR ELECTRICAL PLAN TERMITE PROTECTION; 0' 4B, - UPPER FLOOR ELECTRICAL PLAN 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING 0 MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF M0 DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, W OR 5PLA5H BLOCK5, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, un MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE 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, 5ERVICED, 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 WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (OA8 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15EID AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY ' BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. Lr) 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "11-1I5 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • ATTENTION GENERAL CONTRACTOR / BUILDER: 2=5 5 155UANCE OF PLANS FROM TH15 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 TITLE • BEFORE COMMENCEMENT OF ANY CON5TRUCTION CORRECTION / REVISIONS, ANY REVI51ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS COVER SHEET THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE GENERAL NOTES PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, - REV. 02-28-14 - -. - - ' -_ - -- COV - GENERAL NOTES INDEX SPECIFICATIONS DESIGNGItOVP 01-21-15 CREATE LOT SPECIFIC PLAN FOR LOT U1 IN 02-03-1 COMPLETED REVI510N TO INCLUDE: MOVED 'THORNBROOKE 40'5 ELEVATION"c )" (_iARAGE A/G PAD5 TO REAR OF HOME. 1 DWELLING / GARAGE OPENINGS: SLAB INTERFACE PLAN THE OPENING THE GARAGE AND LIVING AREA SHALL EQUIPPED WITH SOLID WOOD NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE Iso STATE STPLEET EAST 0UXA4AkFLORMA W77 RIGHT WITH PLAN OPTIONS NGLUDiN(= :SECOND 1 - BETWEEN BE DOORS 813 925 - -- -------- -- SINK IN BATH 3, S FT. INTERIOR DOORa AT MAIN -___ (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES - -1300TIEL s13.92s . 180o FAX A WWW1)AVISBEWS.COM _- � 03='� !�7 COMPLETED REVISION TO INCLUDE: FLOOR, SUMMER KITCHEN SOUGH IN, ; ADDITIONAL CAN LIGHTS; (6) LED C,/AN N l ICai-QTS, — FLOOD ZONE REQUIREMENTS: 2A2 MAIN FLOOR PLAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. TAMPA • �E1vvE1z EST. 1994 ADDITIONAL SINGLE POLE 3WirCIw! fi U55 CHARGER WITH TUBO OUTLE T6, ?(- f_J 11ONAL REMOVED ALL G45 REFERENCE6 FROM COMMUNITY TO 5E ELEGTRIC. ASPHALT 5HINGLE5 (IF APPLICABLE) 2BI - UPPER FLOOR PLAN NOTES CEILING FA N PRE WIRE. FLANS, 1, WIND RE515TANCE OF ASPHALT 5HINGLES: - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH 5ECTION R9052b AND 89051.6.1. -- -- — — ADDED GFI OUTLET AT ELECTRICAL METER 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES 262 - UPPER FLOOR PLAN DIMENSIGNS FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2.12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4.12) TWO LAYERS OF UNpERLAYMENT Q RECORD COPY REVIEWED FOR CODE COMPILWYM PLANS �EXAMINER DATE SANFORBUILDING Q1L/15jQN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection ,,,11\7011,, ; �Nf O 0R T U G COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE I OR TYPE II OR A5TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1, 2C - INTEP,IOR ELEVATIONS, STAIR SECTION b" G.G. VERIFY FOR MOTION 5EN50R CHIMNEY HEIGHT REQUIREME QTS. 3 B 1 FRONT ELEVATION "B" WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 -0 HIGHER THAN THE ROOF OR RIDGE THAT 1510 -0 AWAY OR CLOSER. 3B2 SIDE AND REAR ELEVATIONS, ROOF PLAN TUB AND 5HOWER AREAS: CEMENT, FIBER -G M NT, OR GL 55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288, CI325, OR CII18 AND INSTALLED3B3 -BUILDING SECTIONS, FLASHING DETAILS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. 4A - MAIN FLOOR ELECTRICAL PLAN TERMITE PROTECTION; 0' 4B, - UPPER FLOOR ELECTRICAL PLAN 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LAB-ON-GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING 0 MATERIALS. IF 501E TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER 5Y5TEM R15ER5 FOR SPRAY HEADS, AND ROOF M0 DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, W OR 5PLA5H BLOCK5, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, un MECHANICAL AND HVAC. I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE 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, 5ERVICED, 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 WALL5 OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (OA8 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15EID AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY ' BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION5 M1411.3. EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. Lr) 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "11-1I5 DRYER EXHAUST 5Y5TEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. • ATTENTION GENERAL CONTRACTOR / BUILDER: 2=5 5 155UANCE OF PLANS FROM TH15 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 TITLE • BEFORE COMMENCEMENT OF ANY CON5TRUCTION CORRECTION / REVISIONS, ANY REVI51ON5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS COVER SHEET THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE GENERAL NOTES PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE, - REV. 02-28-14 - F— L — 15' 011 1'-4" . V-4" Hat k�LkYAI IL N/ r(-) 0' 4°- 52'-4" rIIC.H F K m w 1/8" / FT. C LO too a `r 2NMM I V ID 1'-4" L. > PJM `�. 8 L. 00 ro0 v�'Do o��0 3�E u.=_rn s �++a �8 }/ 0 Z-�v V U _ -- G.G. VERIFY ACRYLIC ?� u ON LANAI I Ii I 20'-0" i 8.. I I v \ / OF REF. - 3'-6.. i AA PITON + — �, SLAB C i C.J. 3B3 / ' FT,.J. --- - - - - - - �> e PROVIDE WATER /�� / PITCH i N 4 E - r� LINE FOR ICE MAKER % o TO DRAIN REFERENCE // 0. >/ IN m 2 8_ 2 m 2' m ELEVATION {} G m c N o 0 ._. - (00,-61 � ? L i i PRO E GAS DROP t > a w — / (IF REQ D) FO ALL LL, W NOTE: 2' I„ i GAS APDL GRILL K REF. ALL SLAB ANGLES i (VERIFY LO N OF n ROUGH -IN IN ROUGH -IN ARE AT 45° (UN.O.) i ALL GAS PPLIA FL00 LAN PRIOR G.0 A CONSTRUCTION) .0 LOD FRE WIRE FOR PLUGH IN ONLY ELCUCcN IN ONLY 4JNLI) 3/4" CONDENSATION - AIR HANDLER �LINES FROM 11-311 2'-5" - 1- 1i cO 3 8 18'-6" 8" AT KI T GNEN ---�-� -�11 DRAIN BY PLUMBER UPPER FLOOR M i = ..., - 3/4 RECESS i N II FOR ENTRY DR -CJI I _ �� 4 P.V.G. s 28'-8" i I I 2m' Il" T -I" 1'-8" 3' -IC" I PAD (SEE MECH. I I I 06 I 4 51-411 Ig' -0" CONTRACTOR FOR Loc.) = TILE �' SEAT SHOWER RECESS I "` I 3/4" CONDENSATION DRAIN BY PLUMBER = - " I I ISI L __ J 31.811 Cz /4 CONDENSATION �... 4 P.v.G / DRAIN B7 PI ABV. 21-011 = n I AIR HANDLER I XI `v I I %1 / PAVERS -UMBER - LAV.I 5'-6.1 LINES FROM - I I � I PLAEVD UPPER FLOOR _ J L _ _ 8" G.M.U. WALL ABV. �o ______L 8" G.M.U. WALL ABY. - k�LkYAI IL N/ r(-) 0' 4°- 52'-4" COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * rIIC.H F K m w 1/8" / FT. C LO too a `r 2NMM w V ID 1'-4" L. > PJM `�. 8 L. COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection TAYLOR MORR15ON USES BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 .'t111I11 � 1 µµ.., • p r••a z ZZ 1.4 Orr a Isis DAVIS BEWS DESIGN GROVP 150 STATE STFLEET EAST OLDSMAR, > DIUDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER � EST. 1994 mw C) q;;r 0 0 0 0 0 0 Lr) 0 1 � J . • al 2585 U TITLE • SLAB INTERFACE PLAN SLAB INTERFACE PLAN, GARAGE �RIGH_ • SHEET • K m w C LO too 0 _j 2NMM -/ V ID L. > PJM `�. 8 L. 00 ro0 v�'Do o��0 3�E u.=_rn s �++a �8 }/ 0 Z-�v • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 .'t111I11 � 1 µµ.., • p r••a z ZZ 1.4 Orr a Isis DAVIS BEWS DESIGN GROVP 150 STATE STFLEET EAST OLDSMAR, > DIUDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER � EST. 1994 mw C) q;;r 0 0 0 0 0 0 Lr) 0 1 � J . • al 2585 U TITLE • SLAB INTERFACE PLAN SLAB INTERFACE PLAN, GARAGE �RIGH_ • SHEET • • • x ro 2 C0 to top J IN Nn (� 20MO) •� 2 C L >;JM L � L " p 0 • v Jvr- 0= 0 = �`V Ct Q � ` = ;+ N {+ 0— f0 O�ro0 •�+ z° JOB NUMBER 25002,044 CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 REFER TO SHEET 2A2 tool-,111,� FOR MAIN FLOOR T,O.M, T.o.M. ZL\ T.OM. T.OM. PLAN DIMEN510N5 'r 75, •, '� 9 4 9 4 2 26 SH. 9 -4 9 4 A.F.F. HD. AT 8'-0" A.F,F. N.B. to m r�-t •. ----- — — — — ,i..; a . -ralop Li I O.N.C. O Q O.H.C. . ' . • w BOTT. OF LINTEL O.M. — — — --I W.N. • � • T.OM. • ,�. • I AT 8'-0" A.FF. 9'-4" I °; • �, .• RANGE I 1- — _...^ — ^. _,._ — A.FF. • o W/ HOOD ARCH FROM L" I O_ o I N Ql a'-0° To 8'-8" I LANAI FAMILY ROOM i I — i i ttv , 19'-6"x14'–o" LINE of SECOND I DINING I \ / KITCHEN INsuLaTE 9'-8"x14'-4" I WALLS 2 -STORY VOLUME FLOOR ABV. 10'-6"x14'-0" I / \ 9'-4" FLAT CLG. 9'-4" PLT. HT. — ~-�-� I 9'-4" FLAT CLG. _ o ° I LER —*2 STORY 19'-4" �I 1 I GARAGEG.C. VERIFY ACRYLIC Y 8-0 H.oN LANAI DooRs CLG. cI 1 1 I 2o'–o"x2o'–o" f D1iVIS BEWS G.C. VERIFY:LOOR * I p� I 1 I 9'-4" PLT. HT. I DESIGN GROVP V / II 11 p LOCATION AND PRE WIRE FOR I I ( PAvER DRIVE / LEADWALK �.- CPT. TILE 5 150 STATE STREET EAST PLUMBING ROUGH IN ONLY I T.O,M. \. -- I [4211 H / / �� INSULATE ---yI OU)SMAR, R.ORIDA 34677 ELECTRICAL ROUGH IN ONLY 9' 4" w OPENING ISTAIR DATA: ARCH FROM �+ ABOVE I oppc s13 925.1300 TEL c� TO UNDER LOW WALL u u / z O 813. 925. 1800 FAX 15 RISERS AT 8'-0" To 8'.-a AT OUTDOOR KITCHEN t t t F5TAIR5 1W. LINE OF SECOND I a WWDAVISBEW&COM 1.38' EACH / I FLOOR ABY. TAMPA • nENVER 10.00 TREADS / / o R/5 lu / / u,EST. 1994 ROU EAR SINK REF. FLUSHFP "F °� " GH -IN ROUGH -IN ROUGH -IN ToFURRN'; '9' 4" SLOPING I 2 5 9'-4" AIR HANDLER \ 1 I LINES FROM BARREL ARCH G I is CLG. CLG. I VO UME CLG. FROM 8'-0" X _. _ I 94 _ UPPERFLOOR � TO 8'-8" LINE OF SECOND _ _ � FLAT HDR, (2) 2-6 8-0 �' CLG. ( FLOOR ABY. J L — — — — - — — — - FOYER Q AT 4'-4" I a �� 5 SH. INSULATE SEE SECTION I 9'4" 9'-4' MASTER SUITE I 9' 4" I GLG. \\ FLAT CLG. WALLS CLG. I 16'-0"x14,-4> I 9'-4CLG, I lb 2-48-0 " FLAT CLG. 2 4x8 0 ARCH FROM �. W T.O.M. v 2-66-0 M.G: I BFD '' L BFD � DEN a'-0" ro s' -s" � �• I a � 9'-4" s ri ; OPT. TILE BATH _ ENTRY I ASF. —►�.— M 10'-4'x10 -6 a 9'-4" FLAT CLG. 9'-4" FLAT CLG. 121 a '-4" PLT. HT. I I w I � � 9 i „ a I � I I PWDR. FLUSH FRAME 1-6x8-0 . TILE L I of 9' 4" TO FURRING BFSHOWER TEMP. GL. ENCL. F — -1 UTIL CLG. T,O.M. PAVERS FI , ra ON 42" H. LOW WALL HAN5EN I I W 13 -0 x3-0 AIG I I3'-0`x3-0`AIC I IPAD (SEE MEG4. IP'AD (5EE MECI ,9' 4" OALAVz0° H. TIL z z6 sH_ Box I I � I CLG. PED. i� � IGONTRACTOR I IC 1 5 SN. SEAT HD. AT 8' 0 L _ J Lav W.C. — — — — — — — — — C) FOR LOC.J— FOR LOC.)_ IC? H.B. 24 SH. 14 TEMP. SH. FLAT HEADER T.O.M. TEMP. GL. ENCL. AIR HANDLER _, HD. AT 84"A 0 ND. AT 8 0 T.O.M. 9' 4" ON 42" H. LOW WALL AT 8'-0" A,F,F, LINES FROM DIRECT VENT DRYER UPPER FLOOR AFS, THRU EXT. WALL V / 0 SANFORD r**4% o •� rLr) F, t HATCHING LEGEND >= 0 INSULATE WALL MAIN FLOOR UPPER FLOOR 1A-(oi S.F. 1115 S.F. TYPICAL MASONRY 2582 S.F. GARAGE WINDOW SCHEDULE LANAI 139 S.F. WINDOW WIDTHS �p TOTAL SQ. FT. 3241 S.F. 2011 11 21 3111 5311 H WINDOW CALL -OUTS 26" 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 0 13 5H I/2 33 5H 23 5H 33 5H 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 12" 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW5, Lu WINDOW 51ZE5 AND IN6TALLATION MAY VARY PER 8MANUFACTURER AND 5PECIFIGATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, GASEMENT- G5MT, OR FIXED GLA55- RGJ 0 SANFORD r**4% o •� rLr) F, t HATCHING LEGEND >= 0 INSULATE WALL MAIN FLOOR UPPER FLOOR 1A-(oi S.F. 1115 S.F. TOTAL LIVING 2582 S.F. GARAGE .455 S.F. LANAI 139 S.F. ENTRE' 1 S.F. TOTAL SQ. FT. 3241 S.F. MAIN FLOOR PLAN NOTES GARAGE RIG H1 2585r�p, • TITLE • MAIN FLOOR PLAN NOTES old • SHEET • SCALE: 1/4" - 14'2A1 1 r— L 15' 9'-8° P-411 61.41 29'-Ot' 65'-4" 36'-4" REFER TO SHEET 2X FOR MAIN FLOOR PLAN NOTES v X w. CfU to ro CAD FILE NAME LOT 57 TB 0 NC NNC9 01-21-15 emN y REVISED 02-03-15 cA 0010 `,. 'O J n' 03-11-15 0 3�E0 — _1 II r���� 0 Z le II II J I L_ — —J 15' 9'-8° P-411 61.41 29'-Ot' 65'-4" 36'-4" REFER TO SHEET 2X FOR MAIN FLOOR PLAN NOTES a DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEW&CAM TAIV[PA • E>EIWER. EST. 1994 Y) on O q;;r0 0 0 (n pmml 0Lr) F� >= 0 _< 2585 v1Lnl/�C UFORD s� MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = I'-0" GARAGE RIGHT X w. CfU to ro CAD FILE NAME LOT 57 TB 0 NC NNC9 01-21-15 emN y REVISED 02-03-15 `L �• 0010 `,. 'O J n' 03-11-15 0 3�E0 t p*f�0 hero, IP 0 Z le a DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEW&CAM TAIV[PA • E>EIWER. EST. 1994 Y) on O q;;r0 0 0 (n pmml 0Lr) F� >= 0 _< 2585 v1Lnl/�C UFORD s� MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = I'-0" GARAGE RIGHT • JOB NUMBER 25002,044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 • • Its• • C) • CV C•• • • • e® ,G Li a b a DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813 925. 1800 FAX W W W.DAVISBEW&CAM TAIV[PA • E>EIWER. EST. 1994 Y) on O q;;r0 0 0 (n pmml 0Lr) F� >= 0 _< 2585 v1Lnl/�C UFORD s� MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" = I'-0" GARAGE RIGHT ND. AT T-8° PAN AND DRAIN PLATFORM UNDER A.N.U. MV. HI 1 -0 * EGRE55 150 STATE STREET EAST OLD AWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER.. EST. 1994 V) 0 0 ce ISLrt*o No Lr) >m 2585 SACdF6'RD TITLE • <)r, RT 4- UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN NOTES. GARAGE RIGHT TYPICAL WOOD FRAME X 4. 11 WINDOW SCHEDULE C U 00 WINDOW WIDTHS �c REVISED 02-03-15 2011 2411 3611 481' WINDOW CALL -OUTS 2 `6 �. 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W m 0ic00 E �t �rn = 2411 O 1820 F.G. 2020 FG. 3020 F.G. 4020 F.G. CS 0 36" 1830 5H 2(03(0 5H 3030 5H 4(03(0 5H DESIGN GROVP Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H '-' z 60" 1850 5H 2050 5H 3050 5H 4050 5H 3: 1211 1,560 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPENING5 FOR ALL IUINDOW5, W WINDOW 51ZE5 AND IN6TALLATION MAY VARY PER F- MANUFACTURER AND 5PECIFICATION5. 0 z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) 150 STATE STREET EAST OLD AWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER.. EST. 1994 V) 0 0 ce ISLrt*o No Lr) >m 2585 SACdF6'RD TITLE • <)r, RT 4- UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN NOTES. GARAGE RIGHT X 4. 11 CAD FILE NAME LOT 57 TB C U 00 ISSUED 01-21-15 J h� REVISED 02-03-15 �N1JM 03-11-15 +• �r N m ,= ?•L-JrNi `6 �. ro a _j 00 m 0ic00 E �t �rn � ZrLd' 150 STATE STREET EAST OLD AWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER.. EST. 1994 V) 0 0 ce ISLrt*o No Lr) >m 2585 SACdF6'RD TITLE • <)r, RT 4- UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN NOTES. GARAGE RIGHT r r 0 JOB NUMBER 25002.044 ° CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 c,> CS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD AWL, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER.. EST. 1994 V) 0 0 ce ISLrt*o No Lr) >m 2585 SACdF6'RD TITLE • <)r, RT 4- UPPER FLOOR PLAN NOTES UPPER FLOOR PLAN NOTES. GARAGE RIGHT I WIrW 4, �4 l DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER.. EST. 1994 Fz�-- M MM O qqM 0 0 0 I� 0 Lr) F >M 0 �e< 0 0 M ■1■■1■ 2585 S A N� UFO) R D 9 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4": 1'-0' GARAGE RIGHT K c allw JOB NUMBER 25002.044 CAD FILE NAME LOT 57 TB C00 ' a 0 03-11-15 CJ h0) 2000) am N M N N t • l.. gJM ` �• � Cl) iL coa�tlti R oroC0 • ILII■I&i, SII • 3�E fi=t�rn �i I M m O fA (� L. n 400 Z-Ld 4, �4 l DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER.. EST. 1994 Fz�-- M MM O qqM 0 0 0 I� 0 Lr) F >M 0 �e< 0 0 M ■1■■1■ 2585 S A N� UFO) R D 9 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4": 1'-0' GARAGE RIGHT JOB NUMBER 25002.044 CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 Ln t • R • ILII■I&i, SII • w'� Q �.i �i r�l 4, �4 l DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER.. EST. 1994 Fz�-- M MM O qqM 0 0 0 I� 0 Lr) F >M 0 �e< 0 0 M ■1■■1■ 2585 S A N� UFO) R D 9 UPPER FLOOR PLAN DIMENSIONS SCALE: 1/4": 1'-0' GARAGE RIGHT STAIR NOTES: RAILING BALUSTERS SHALL BE SPACED 50 THAT A 4" 5PHERE CANNOT P455 THROUGH. HANDRAIL5 HANDRAIL5 FOR 5TAIRW4Y5 5H4LL BE CONTINUOUS FOR THE FULL LENGTH OF THE PLIGHT, PROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS SHALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT 10 A WALL SHALL HAVE A 51`14CE OF NOT LE55 THAN 1.1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOUS GRA5PABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA OPT. 8" TRAY CLG. IN MASTER 50E UNDER -FAIR PROTECTION ENCL05ED ACCES51BLE SPACE UNDER 5TAIR5 SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 50PPIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C. 2010 RESIDENTIAL CODE 8302.1 STAIR SECTION 5CALE: 1/4" = I' -m" • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 1111(/ 11-15 Y • r. • • R q4" am. �1 tl � • /h Ar 'R. A a DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUX*Wk, MORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E )EIV VEiZ EST. 1994�- (n ow CD qqm 0 0 0 (9r) 0 OPEN TO 0 FAMILY ROOM o ul TYP. ARCHWAY F� >� ASCALE: I/4" : I'-0" 0 -< I Fwm� 2585 USANIPOIRRjo) ,. INTERIOR ELEVATIONS, STAIR SECTION GARAGE RIGHT C x C Lo U Lo Loo ,Ow �►♦ N � 0000) .� N 04 d ..- L. >•�JM L. La� )LL 7° a 00 EoroC0 3 �= No L 3 o Co 0 Zv • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 1111(/ 11-15 Y • r. • • R q4" am. �1 tl � • /h Ar 'R. A a DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUX*Wk, MORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E )EIV VEiZ EST. 1994�- (n ow CD qqm 0 0 0 (9r) 0 OPEN TO 0 FAMILY ROOM o ul TYP. ARCHWAY F� >� ASCALE: I/4" : I'-0" 0 -< I Fwm� 2585 USANIPOIRRjo) ,. INTERIOR ELEVATIONS, STAIR SECTION GARAGE RIGHT 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING w to AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF T4CKNE55 I5 TO BE DIFFERENT IT WILL BE CALLED OUT Al SPECIFIC KEYNOTE CALL -OUT THICKNE55 OF TEXTURED FIN16H OVER FRAME APPLICLTION TO BE PER 2010 F.B.G. RE51DENTIAL CODE 8103.6.1 'aND 3/4" 45TM C926, INSTALLATION OF EXTERIOR LATHING ANC THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM G 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING WE 6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOUJ, 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 PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE 8612.2 WINDOW FALL PREVENTION DEACE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE 8612.3 6 1� a 4INGLE 6 ROOF 7 ALUM. OVER 2x6 6 12 6" BANDING 5UB•FA5CIA -- STUCCO (TYPICAL) FIN15H ---- PLT. HT. - SHINGLE ROOF --= PLT. HT. 15TUCCO15T UCCO 4" BANDING FIN15H FIN15H (TYP.) 7 /l 61 b" BANDING 12 12 L STUCCO 12 SECOND FF. LINE 6� �ROOF 6� FIN15H Q6 SECOND FF. LINE — T.O.M. — SHINGLE ROOF T.O.M. 8" BANDING BANDING 8" BANDING = 0 TEXTURED TEXTURED ❑❑❑ FINISH b F1NI6W �����❑� SMOOTH SMOOTH TEXTURED TEXTURED 171 F 171 F -1E 171F7F7 QUOINS (TYP.) QUOINS (TYP.) N MAIN F.F. LINE F7 F717- MAIN FF. LINE GRADE LINE 4" BANDING GRADE LINE (ASSUMED) DOOR SURROUND (ASSUMED) FRONT ELEVATION - SCALE: 1/4" = 14" ILD/0 �WN FORD X15-129 ELEVATION "B" GARAGE RIGHT • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 rr 00 kj • di • • G D,AVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUIWAR, FLORIDA 34677 813 925 .1300 TEL 813 .925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 V O 0 0 z 0(1)W z P�q 0 0 Lr) F� 0 01 rrrrrrwr�� 2585 • TITLE • FRONT ELEVATION DETAILS • SHEET • 1 x 0 J 00 0 0N�M ti. >_JLL01) M 00 GO _Oro LL_ tvrn 3�El N L 0. +� z�� • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 rr 00 kj • di • • G D,AVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUIWAR, FLORIDA 34677 813 925 .1300 TEL 813 .925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 V O 0 0 z 0(1)W z P�q 0 0 Lr) F� 0 01 rrrrrrwr�� 2585 • TITLE • FRONT ELEVATION DETAILS • SHEET • 4 LANAI ROOF VENT REQUIREMENTS aC /ER11 THAT 33,25 50. IN, 01 /_N"�,. :ON THROUGH UPPER 2 ' OF RCC' 15 ACQUIRED. v R -Y Q.. NTiTY OF ROOF VENTS C`I ,>i iRE:;:- i�R MANUFACTUREh'S 5p F r ';N5 OF NET FREE -IFS 'TNT. I i I x m w �f I I too Uto ISSUED 01-21-15 150 STATE STREET EAST O J N— REVISED 02-03-15 t ��e I 03-11-15 813. 925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM Y/ o ROOF 6D TAMPA • DENVER 4:12 -'-5HINGLE 1. ? 6 I� Q6 GIRDER K U ro 0 ROOF TRUSSES if TRU55 L JM '66 AT 2411 O.C. (TYPICAL) 0 = n J � ~O E /2_5TORY C4 Lp*f0 ❑ ❑ �U) �� ❑ ❑ ❑ ❑ @ ❑ ❑ BR. 3 LC VOLUME ROOF TRUSSES AT 24" O.C.- (TYPICAL) -�— FLOOR SYSTEM — �— b- S TAB 25 YR SHINI3LL QN 15# FELT, QVILk ROOF SHEATHING., SPECIFIED ON NAI( N^ C(,II17i)ii ROOF OVER PRI EN!E FRED ROOF TRU , ,EM +10 _A (:1 C. 12 HURit.i.:Alw TRAP PI PITCH Rr)OF ,, APoRNi,a I'[ AN -1 EL EV. / ti l� r TM ARHFIWLFfgAT IN'dIJC3 HOT. AND _,IIfNGLES StlNGL AE PER`�. _ ALllld 11811' FESf',€': T �. CONTRACT _24FA`LITIA \r r-- AR..UM, SCh'f17 9:. ...._....... _,.__........,,_._._.`_"�:. "THE!.ATI I & FXT. FINISH II WINDOW FLASITYNG AS RE0Y1 lol 'WINDOW TRIM DBL ., HEALICR TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WFh��..—_.FtLD U WEATHER AIt rE 'h F W NECESSARY FASTENRESISTIVEIN F3Ah2RlEk &. --- i �TI,III. MEC AS BARRIER — lk POI,afa�I111 Y Sr C;JrE �� r RE SI I IVE ([ASHR IIlTCOU(h ,r UP P FI.A,,.HIN ,...... ,. i � BARRESIRIER Eh1F.RIJF, WEArHI�.I L EATHIPJG� 1f1i p .� r w, Jt L. L. R t id I ',I, I APE SR.L. PLATE 2 F' (ASSEMBLED � ,/ fl ASHING I I TE Z CI 4) rr�•� �''- - ;y...` III A;a. !�% - / i ,;,,k SME TA. t A N DO NO IR ASI L — � �� ;:�� OVER B()1 I"OM I I NAILING FLANGE I--_....,. iI aJ/TAfF BE'rWEN �ELASHING g ... + FL.A,,h FIND AN xy { R,r,FH F RC7+JH SHINGLFF HEAD FLASHING 'TIE—IN INSTRUCTIONS: K° N5: �i { •, i V x N )l R ' r." NOTES: f — UP & TEMPORARILY l'', {� 2 F Ri,(F �I 1. LUT, FOLD ROOF C'ER F LAN SECURE WEA IHE R RESISTIVE FLASHING TO 8E FLFXIRt F SELF ADHESIVE C sf'F: (h,11IJ. �. BARRIER ABOVE HEADER TO O" WIDE) � 1) ALLOW FOR FLASHING ' N*LkLATION 2. REMOVE WEATHER RESISTIVE BARICR FROM TOP Cl' I � q F „ H1'1,� I�1� 4 2. INSTALL HEAD FLASHING UNDER _,ILL PLATE WEATHER RESISTIVE BARRIER 3. IN5TAL.L FLASFIING IN CFF21)[R Al:; SIO+AN BY NTJMK:'R`: 3. FOLD WE.A'd'HER RESISTIIVEl X:E!_L A.111—/hCi!4':vE BARRIER UACK OVER HEAD 4. INSTALL FLASHING ANL WEATHER RESISTIVE FLASHING AND SEAL WITH TAPEBARRIERTG FORM WArfl'", SHEDDING LAPS - TYPICAL ROOF TO WALL FLASHING DETAIL T ,L I i l• 1 I FI% ,.`" Id'>' o-li "I�I IVIS L t{:.r 4 _ AI• N.T.S. PLAN VIEW TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL _..._.__.__� .__.,..._.-. _..... N.T.S. 01 , I .�; T �I�.I' c G ', ;� -i1 I I'.._fTL �rvr'� . I I,��� L ,'�. � I' L"� 11 ,..',I'OI'', wN/��1..1. I.��iV[~.L_01 I .:rIIAL..L... IN�,f_UG)F. f L...A�>HING AS I"- I ' F" I ,t Iry �t I I I I , I _. , `�,' , I _ 4 - 7 ) I r J I` (, r � .BENT THE AC .�l MULATIC) J C)E I � III 1 �: W J R E 1 i, ) � F 1 1 .. H �I C C,IJ.R. D E.'' r FITII;N R,70 5.7. AI...I., EXTERIOR EINI >I -IE S onrF - p I1 Ir :41..r".,Hlfd,, I ✓ COMPLYING IING WI IH ASPM L} l R7 .4. I f� llti . C) E, 1 AE l._E O3 5 J r WC)uuErd . , I�_ I ,II... I I I I H .;>I rrIr Y INHERE JOINTS ! I��. SILL PLAIE EiE:f„ NOTE 2 `. , i'F j ' / n / I L. ...f l FF'.`r , )F WATER' INTO THE WAI...I_ LL I r 1' /T - II.,I I 111 I , {E EXTERIOR LJAEL FINISH AND WA SHEATHING _ v U F� � � If�G�_: i ALLEC) AT ALL OI- l,,h•,�,.,I,r,I ,yl. I ..�IIIJ,.> � AL._ L1.. NOTE S3: ry _ ( I. FLASHING TO BE FLEXIBLE CLF' ADHESIVE TYPE 91 fr,. 4^II[?E) � I vy ) n I A C -:Lf L... , ,_>1'III'.._' JUI�dL, d_iUU_� HAVING A CONTINUOUS 1. RiP.�bIOVE. W'EAIHE.f, h^"@a`al5rll4"tl: RmAI+UIk..F, F:Fr4➢M fQkH rJF" WINUOV, .,Il„L, I L.AIP�., ) ,_t ,;I— I (,: I.I. I �__ r. 4^ �+_ �_, S � � � � I,�.., � P��,� Tf_�R ,I . I ,JI.r. 1 �J�� 4�URIJEC�...� CSU NOT REQUIRE 3. INSTALL aILL FLASHING AS SHOWN AL30VL ^T.:' ,; � i '� : : , ;: � � � � ,. '�.--, , �'1 �...� i,.. i..: ,:, u.. , ,. �. I J L. I .F� �. � I J''' I ° T P”, Tl I:, l 3 LJ l l,. I" `I N L,_:, 0 F 4. INSTA1,1.. H..ASHINC AROI,)ND REMAINING WINDOW UNIT p c 1 I I,,_l,,L„ II. ,..r "_II N L3,_ If l 1LiLS UNLCf; STUCCO ,:, WEA I-h::R��F� RESISTIVE BARRIER 'i�r�) '��t)s'1M WATER swEc)DING L.P,H'�; 2. ,: , I �l_ J , L. ,L.. � I v 11 ,�I 1I i I I ,~~Iv1L ,_ _ I .. ... _) �,. LL� , TYPICAL FLASHING DETAIL AT SILL PLATE 1F`I L. „^ a I '' '1.F ,; ; C� %RAVE C N'L:;TRltt'TlCrN F. E N.T.S. I.1 !�' ....E _ MH , h': I I 1 ,, I ` L1 L. SECTION AA SCALE: 1/8" - I'-0` 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED $AND FIN15H TEXTURED BANDING = NOTE: TH15 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING Lu AND 5AND FINISHED KEYSTONES (WHERE APPLICABLE) IF THIGKNE5515 TO BE DIFFERENT IT WILL BE GALLED OUT AT apFriGlr LPYMOTP r.AI l .01 IT lnl LL] —A THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103b.1 AND 3/4" A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.2. AND A5TM C 1063. TYP. CROSS-SECTION OF '.RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 14" H6 REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER 12 CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS 0F WIN OW5 SHALL NOT PERMIT OPENINGS NING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE R6122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RESIDENTIAL CODE R612.3 SHEATHING PER PLAN 3 150 FELT DRAINAGE PLANE 5 1/8" STUCCO THICKNE55 4 PAPERBACK LATH I MEMBRANE STRIP COVERING WOOD FRAME/MA50NRY INTERSECTION UNDER EXPAN51ON JOINT TO EXTEND 2" BELOW CMU 2 METAL OR PLASTIC EXPAN51ON JOINT 1" FROM TOP OF CMU 5/8 STUCCO 5 0R E E G M NTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBERS INDICATE ORDER ITEMS SHOULD BE INSTALLED OVER FRAME AND GMU \-GONG. LINTEL JOB NUMBER 25002.044 CAD FILE NAME LOT 57 TB SSUED 01-21-15 RrI�ISED 02-03=15 03-11-15 s'to ® w 9': Kt ® 8.7 n -6 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OGDSMAIL, FLORIDA 39677 813.925.1300 TEL 813 - 925. 1800 FAX WWW DAVISBEWSCOM cT V/ O W Y O O z m O O� � O O Lr)FIIIIIIIIIIIIII= J 0 2585 WEEP SCREED DETAIL PER M.G.D. ENGINEERING SCALE: 3" - I'-0" SANFORD -1295. ELEVATION "B11- GARAGE B"GARAGE RIGHT • TI TLE • BUILDING SECTION FLASHING DETAIL DETAILS K U ro 0 if 00 2 L JM '66 oN� 0 = n J � ~O E C4 Lp*f0 �U) �� 4JZG * JOB NUMBER 25002.044 CAD FILE NAME LOT 57 TB SSUED 01-21-15 RrI�ISED 02-03=15 03-11-15 s'to ® w 9': Kt ® 8.7 n -6 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OGDSMAIL, FLORIDA 39677 813.925.1300 TEL 813 - 925. 1800 FAX WWW DAVISBEWSCOM cT V/ O W Y O O z m O O� � O O Lr)FIIIIIIIIIIIIII= J 0 2585 WEEP SCREED DETAIL PER M.G.D. ENGINEERING SCALE: 3" - I'-0" SANFORD -1295. ELEVATION "B11- GARAGE B"GARAGE RIGHT • TI TLE • BUILDING SECTION FLASHING DETAIL DETAILS vw \ G.C. VERIFY I G.C. VERIFY LOCATION OF LOCATION OF EXTERIOR G.F.I. W.P. MOTION 5EN50R G.F.I. W.P.------- -- +14" AFF. I GF.I. I I /G.C. VERIFY LOCATION ALL I I CAN LIGHTS / I I STD. LIGHT FAMILY FAMILY ROOM OPT. FAN / G.C. VERIFY LOCATION ALL CABLE TV OUTLETS UIN\ \ LANAI UP TO PRE -WIRE FOR I FAN/ LIGHT H IN ONLY CUP AN LEE) UGH IN ONLY ICANITCHEN WALL MOUNT \ 34 AT 8'-8" DATA PORT _�O v s W.P. IZ GRI. Sp ROUGH -IN / FOR OPT, i FAN/LIGHT HORIX. DATA PORT MICROWAVE OUTLET +14" GF.L COACH 0 DUPLEX CONVENIENCE OUTLET LIGHT DUPLEX OUTLET ABOVE COUNTER ELEC,PANEL 200 AMP AT.�" f P, WEATHERPROOF DUPLEX OUTLET N� IMG 11GROUND FAULT INTERRUPTER DUPLEX OUTLET OF WINDOWSO I 0 r HALF -SWITCHED DUPLEX W I LET \ /` � �� I SPECIAL R'UIP06E OUTLET 0 \ DUPLEX OUTLET IN FLOOR PENDANT KITCHEN (VERIFY I a G.C. VERIFY I i 220 VOLT OUTLET LOCATION) -7O i � l ADDITIONAL I _ G.F.I.I WALL SWITCH µ--1 SWITCH IN THREE-WAY SWITCH KITCHEN. (U FOR 0 ► AT 48 GARAGE I 1 13 - FOUR LIGHTS AND 14 FOUR-WAY SWITCH I r � -i � I DINING \ — (1) FOR THIEF $D DIMMER SWITCH LIGHTS. -(�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE G.C. VERIFY LOCATION USB I \ CHARGER W/ (2) OUTLETS WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE55ED INCANDESCENT LIGHT FIXTURE Ic. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION /\ \ I ® ELECTRIC DOOR OPERATOR (OPTIONAL) FOYER \ PUSHBUTTON FOR I / cH CHIMES (OPTIONAL) PENDANSECURITY GD, OPENER I CI PUSHBUTTON SWITCH (OPTIONAL) (VERIFY T K KEYPAD L — - — — — - L a CARBON MONOXIDE DETECTOR LOCATION) GF.I. COACH @ SMOKE DETECTOR \\ AT 48" LIGHT SMOKE / CANON MONO. COMBO DETECTOR \\ TELEPHONE (OPTIONAL) MAKE-UP I C�F.I. I ©v TELEVISION (OPTIONAL) l✓ LIGHT ROUGH IN I QQ THERMOSTAT . --- w I / ELECTRIC METER I I I FOR OPT. MASTER SUITE FOR OPT. I FL_ —TENTRY I �ELECTRIC PANEL C:I.M . BATH 220 viPW.DISCONNECT DEN SPEAKER (OPTIIONAL) I— J O_ ;�' �0' I I GF.I. I /c J ROUGH -IN FOR OPT. CEILING FAN WP I— J UTIL. — — — — — — —I c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN �- — — — �A/c — -- HORIz. HORIZ �-- �`'� NOTES- 1�I5CANN. MAKE-UP DIRECT VENT DRYER MAKE-UP LIGHT THRU EXT. WALL LIGHT 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.!.) AS INDICATED • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 ie mmma ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. K QS �r. 2. UNLESS OTHERW16E INDICATED, INSTALL 5WITC 4ES AND RECEPTACLES AT THE DAVIS BEWS G FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: DESIGN GPOVP SWITCHES.... 42" J (\ rn OLDSMAR, FLORIDA 34677 OUTLETS ..... 14" to N ONCiM TELEPHONE.. J4" (UNLESS ABY COUNTERTOP) EST. 1994 TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER j C4 M SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE ` ` 4/0 ALU. CABLE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. A/C 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING MAIN DISCONNECT METER DISC. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, GOMBD - SQUARED CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. 3�E TYP. M4 AND 12 COPPER TO DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.8.1. REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS }+ N _' 6. o 0 AMPS. REQUIRED PANEL COPPER 5, ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY N Oy z lot WA WATER HEATERR ROOMS SHALL BE GFC.I. PROTECTED (GF.I) UNDERGROUND "8 COPPER TO RANGE 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL SERVICE BY #4 COPPER TO 5/8" GROUND ROD ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 POWER COMPANY ALSO SERVICE To BE BONDED F5.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND TO FOOTING STEEL ORDINANCES, 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURRING 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 ELECTRICAL RISER DIAGRAM PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN NOTE: SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE ELECTRICAL MATERIALS AND INSTALLATIONS SHALL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE COMPLY W/ APPLICABLE PROVISIONS OF,THE NATIONAL LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 ie mmma K QS �r. DAVIS BEWS G U r0 DESIGN GPOVP 0 J (\ rn OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL to N ONCiM TAMPA • DENVER. EST. 1994 N d . r j C4 M ` ` Q L • 0 0 N � a'0P- O:�C0 3�E 0 }+ N _' 6. o 0 L21 N Oy z lot • JOB NUMBER 25002.044 • CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 ie mmma 2585., ��31LD/N0 SA1i1F"0RD 5 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • y - 1 i DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 2585., ��31LD/N0 SA1i1F"0RD 5 MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT • TITLE • MAIN FLOOR ELECTRICAL PLAN • SHEET • MVNI/.. 1 1 MAKE-UP LIGHT DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF-SWITGHED DUPLEX OUTLET f gp 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 FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q• EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) Q CHIMES (OPTIONAL) Ei PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Qr THERMOSTAT ELECTRIC METER JOE- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\U ROUGH -IN FOR OPT. CEILING FAN v � c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES1 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEL. 2008 406.1.1 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NRPA.10A-05, N.E.C. 2008, 2010 F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALARM$ SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. *I lu�elI��, 2585 JOB NUMBER 25002.044 CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 K m w. DAVIS BEWS DESIGN GROVP C to 0 'o o �`--� EST. 1994 Fug J h� 0 , 60 N0) 00) 04 m . ,= >=jM `6 6(3 E • 009'o � J V 0 C O E > " = i° C4 N ) .� m 0 o�ro� zr�� JOB NUMBER 25002.044 CAD FILE NAME LOT 57 TB ISSUED 01-21-15 REVISED 02-03-15 03-11-15 (A C)mm ";r w O O 707 m O (9f) O rtloo � O Ln O O v* u tiur"V�� 1295 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUYAIAR, FLORIDA 34677 813. 92-5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER �`--� EST. 1994 Fug (A C)mm ";r w O O 707 m O (9f) O rtloo � O Ln O O v* u tiur"V�� 1295 UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT GENERAL NOTES SHEET FOUNDATIONS 31 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, BEARING CAPACITY 2000 PSF METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 'T'ERMI'TE TREATMENT AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES NOTES & CONNECTOR LEGEND OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ROOF FRAMING PLAN 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE MINIMUM G50 ZINC COATING PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. CONSUMER SERVICES. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE GENERAL DETAILS PRESERVATIVE WOOD TREATER. TWO STORY DETAILS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE OF PRESSURE TREATED WOOD. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, DATE AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 1, ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 5/9/2014 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS, UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. ,TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS BEND) AROUND CORNERS OR CORNER BARS WITH MIN, 24" LAP EXCLUDING BEND SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD AT EACH END SHALL BE PROVIDED. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. THE LATEST EDITION OF ANSI TPI 1. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CENTER TO UPPER 1/3 OF THE SLAB. MANUFACTURER UNLESS NOTED ON PLANS BOLTS AND THREADED RODS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOF TOP CHORD: LL = 20 PSF OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER) DL = 10 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PSF(SHINGLE TYPE ROOF COVER) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER) ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. DL = 14 PSF AT OVERBUILT MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL =10 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DESIGN LIVE LOADS (MINIMUM): CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF A) FLOORS - 40 PSF B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) 2000 PSI (fm = 1900 PSI) C) DECKS - 40 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 D) STAIRS - 40 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. E) ROOFS - 20 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE F) BONUS ROOMS / GAME ROOMS - 60 PSF, U.N.O. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL FILLED WITH COARSE GROUT AND GRADE 40 STEEL, REINFORCEMENT SHALL BE SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO HANGERS. INSIDE FACE. 7• PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND ATA MAXIMUM SPACING OF 8' 0" U N O MANUFACTURER'S DRAWINGS INDEX OF DRAWINGS SHEET SHEET TITLE 31 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS S D6 TWO STORY DETAILS j GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE UPDATES NUMBER DATE s, e DESCRIPTION 1 ' 5/9/2014 CREATED ELEV. A, B, C AND ELEV A WITH BONUS, WITH MASTER 2 AND WITH BONUS & MASTER 2 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 3 12/18/2014 CREATED ELEV. C W/ BONUS - TRUSSWAY TRUSSES 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES DESIGN PRESSURES ADDITIONAL INFORMATION.) 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE 4. METAL STUD SUBSTITUTION ON THE DRAWINGS. FIELD REPAIR NOTES 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND 1. OMITTED REBAR COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED AND INSTALL NO. 5 BAR INTO EPDXY FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED, EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. BONDBEAM POUR. USE 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DIAMETERS(EXCLUDING BEND). CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. STRAPS/CONNECTOR SUBSTITUTION 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION CONCRETE CONSOLIDATION. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY WOOD CONSTRUCTION BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR DESIGN PRESSURES ADDITIONAL INFORMATION.) 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 4. METAL STUD SUBSTITUTION SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) WOOD STUDS MAY BE SUBSTITUTED WITH METAL STUDS IN NON -LOAD BEARING 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. WALLS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER DRILL & REGARDLESS OF SPECIES. EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 6. MORTAR JOINTS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL REQUIRED) BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD, EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY "EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED DESIGNED AND DETAILED BY OTHERS. TO BE EPDXIED INTO TIE BEAM OR FOOTING 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH 7. OVERHANGING CMU WALL SIMPSON HSS2 STUD SHOES, TYP U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AND VERTICAL CELLS PER PLAN. CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED AND VERTICAL CELLS PER PLAN GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF NOT. RECORD FOR APPLICABLE REPAIRS. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR (-) 20.9 MASONRY IS TO BE PRESSURE TREATED. STRUCTURAL STEEL 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E WOODEN TOP PLATES. OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N ENGINEERED LUMBER BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION, AS DEFINED IN THE 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED VALUES AS FOLLOWS: ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM COLUMNS BEAMS F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/int U.N.O. WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE Fb = 2500 Fb = 3000 PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). Ft = 1500 Ft = 1700 FILLET WELDS SHALL BE 3/6' UNO. Fc 11= 3000 Fc 11= 3000 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING Fc j = 900 Fc 1= 900 PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, Fv - 285 CONNECTION ATTACHMENTS; FASTENERS, LOAD, AND TOLERANCES. - Fv- 285 4_ STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. CONDITION U.N.O. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CEILING CONSTRUCTION STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 1. SISTANT BOARD FOR 24" Q.C. FRAMING UNLESS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 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 (12.7MM) GYPSUM BOARD. 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 (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 55 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 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 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. F- 0 U_ z 0 U O J w 2 H LU U z O Q z 0 Iu U) O a O z O J 0 z W H 0 z Q H O H 0 LU z U) W 0 0 W F- U H U) Q f- z W 0 U) W re j (1) F- 0 0 M 00 M r A/C A PAD P mac' '"�:MFACTION TEST REQUIRED Results to be Verified at Slab Inspection FOUNDATION PLAN 1/4"= 1 I -Olt COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. U) L0 W M � LLJ 0 O O Q � 1-- Z O = D LL, H O X0"j tY O O0 U O 0WW E5 U) v [r W mCr LLj W CL a M 0 W O ULij 0 N w W N U- O 5 g,r►tttl►/� Lr) ' u� aa� C w Q sr z Z ji. Q coo 1. , j M < �rarr®_��� J O ♦J W F$� � V d y�, /may 4 p O rs aA Z /e Q <�,� C MyO p H r n~. z C: O = O -, LL OCru w U) U Z O Oz O d � m W H U z 0 < J� (D ^^ F5 z8 LL I.J. W n O N 10 O Z 0 �Zto U O ZOF=0 _ Q win X � H O a� � E z ��iLc z W z I, J O O � O � O LLU a W Z = W CL U z Q O Z_ m Z LU Q 11 LLQ z Z li-- ( r) -i FOUNDATION NOTES: C0 a 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1 A WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 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. 0000 LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR V O W W USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY ��0 COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Q N N INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO CI- DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. �® 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 'y SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIL2E SUCH STRUCTURAL ENG: CFG / BAD PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Q 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ' a', FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL ®sem LA CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. CC SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, JOB No. COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS USANFORD DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR), AS INDICATED THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS ~ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 ---------- 01/29/2015 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO S2 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL FOOTING SCHEDULE O12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY O24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY ,3 <a> 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY .5 <e> 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY .6 <6> 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY O48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY .5 <8> 54"44"x16" dp w/#5's @ 6" O.C. EA. WAY O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32" O.C. (6" MIN. EMBED) U.N.O. FOUNDATION PLAN 1/4"= 1 I -Olt COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. U) L0 W M � LLJ 0 O O Q � 1-- Z O = D LL, H O X0"j tY O O0 U O 0WW E5 U) v [r W mCr LLj W CL a M 0 W O ULij 0 N w W N U- O 5 g,r►tttl►/� Lr) ' u� aa� C w Q sr z Z ji. Q coo 1. , j M < �rarr®_��� J O ♦J W F$� � V d y�, /may 4 p O rs aA Z /e Q <�,� C MyO p H r n~. z C: O = O -, LL OCru w U) U Z O Oz O d � m W H U z 0 < J� (D ^^ F5 z8 LL I.J. 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited, Z W/ (5 SDS H2x8 rWFO2 17 FIRST FLOOR FRAMING PLAN_ 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. 0 a :> C-) LU LL 0 N > Uj Uj z 7 Uj 41 too** Cq C-) LLIo C, z < -j do"r < 00 as < R -j U - U) VN\" 0 U 0 •0 z 0 < z Mj O ''0 I. - Z IL U < LL 0 U11 (U U) z 0 0 0 Ld ❑ z < U) 0 z < U) z LL 0 W z W 0 "') 0 06 Z W U) 0) -Ge T C, Z OF50gs! 0< 4C W, (A N z V) W Z U) A LjL zM % < 4 0 E L) cr it) 9 3; 0 I W < J..:UiPj M C) W z 0 0 z LA. 0 0 C-) H C) LU z WH U) C/5 W cf) 0 Oz o0 0 z Z W 0 z Z Z 0 C/) 0 F- QLU 0 W) 0 1- Q 0000 W 2 LO z C4 (D W .. W 0W� U) W 0 W ---0 ) —�H0 STRUCTURAL ENG: CFG BAD < bRA— FTING.. I-- Z-STRUCT: LA LU................ 0 QC CHECK: cc U) W JOB No. TM - 2140852 U) SCALE: AS INDICATED SANFORD DATE: 01/29/2015 2 9 5 S 4 U) L0 ti C- C- C- W 00 F- 0 < c oN ceo) Uj < z W U) W W z 0 :3= LL. (::) F- 29-W LLJ 0 (D z 0 F- U) 0 LU ¢ 0 Uj LU 0 < W 0 LU LLJ CL 0 LLJ rn Z W/ (5 SDS H2x8 rWFO2 17 FIRST FLOOR FRAMING PLAN_ 1/4"=11-011 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. 0 a :> C-) LU LL 0 N > Uj Uj z 7 Uj 41 too** Cq C-) LLIo C, z < -j do"r < 00 as < R -j U - U) VN\" 0 U 0 •0 z 0 < z Mj O ''0 I. - Z IL U < LL 0 U11 (U U) z 0 0 0 Ld ❑ z < U) 0 z < U) z LL 0 W z W 0 "') 0 06 Z W U) 0) -Ge T C, Z OF50gs! 0< 4C W, (A N z V) W Z U) A LjL zM % < 4 0 E L) cr it) 9 3; 0 I W < J..:UiPj M C) W z 0 0 z LA. 0 0 C-) H C) LU z WH U) C/5 W cf) 0 Oz o0 0 z Z W 0 z Z Z 0 C/) 0 F- QLU 0 W) 0 1- Q 0000 W 2 LO z C4 (D W .. 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Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. 0 a :> C-) LU LL 0 N > Uj Uj z 7 Uj 41 too** Cq C-) LLIo C, z < -j do"r < 00 as < R -j U - U) VN\" 0 U 0 •0 z 0 < z Mj O ''0 I. - Z IL U < LL 0 U11 (U U) z 0 0 0 Ld ❑ z < U) 0 z < U) z LL 0 W z W 0 "') 0 06 Z W U) 0) -Ge T C, Z OF50gs! 0< 4C W, (A N z V) W Z U) A LjL zM % < 4 0 E L) cr it) 9 3; 0 I W < J..:UiPj M C) W z 0 0 z LA. 0 0 C-) H C) LU z WH U) C/5 W cf) 0 Oz o0 0 z Z W 0 z Z Z 0 C/) 0 F- QLU 0 W) 0 1- Q 0000 W 2 LO z C4 (D W .. W 0W� U) W 0 W ---0 ) —�H0 STRUCTURAL ENG: CFG BAD < bRA— FTING.. I-- Z-STRUCT: LA LU................ 0 QC CHECK: cc U) W JOB No. TM - 2140852 U) SCALE: AS INDICATED SANFORD DATE: 01/29/2015 2 9 5 S 4 BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2" FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) OK OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/Z' FLITCH BW2 16 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) ADJUST ADJUST AS REQ'D TO MISS STUDS 5-1/4"x7" LVL COLUMN. 16d NAILS BW3 16 1/2" THREADED ROD @ 48" O.C. 1160If p PT. 16d NAILS H3.5x9.25 ADJUST AS REQ'D TO MISS STUDS ATTACH KING STUD TO HEADER w/(10) 3rd. BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 6" EMBEDMENT 16d NAILS OR ENDNAILS OR ENDNAILS UPLIFT HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING BW5 12 1/2" THREADED ROD @ 48" O.C. ADJUST ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" 1/2" THREADED ROD @ 48" O.C. 1160 plf 3rd. PT. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON ADJUST AS REQ'D TO MISS STUDS APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS, 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR AT 2 STORY CONDITIONS. SEE 2N GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. z" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2 FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/Z' FLITCH ATTACH KING STUD TO HEADER w/(10) ON PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALLT BE WITH TOP A O IN O AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT #JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS, 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR AT 2 STORY CONDITIONS. SEE 2N COLUMN SCHEDULE OA (2)2X4 SYP #2 BUILT UP STUD COLUMN O(3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH 4x4 SYP#2 POST O6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. OM 3-1/2"x5-1/4" LVL COLUMN. ON 3-1/2"x7" LVL COLUMN. OP 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. O NAILS & (1.8)4"x2a' TAPCONS O THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY O H10A 1340 STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALLT BE WITH TOP A O IN O 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 3"' NAILING NOTES 11. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUES TO POST: SIMP. HTS20 OR LSTA18 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SPF(lb) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" E META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. (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 & (1.8)4"x2a' TAPCONS H10A w/(18)10d x 12" NAILS OR THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY H10A 1015 H10A 1340 31 (2)ply TRUSS H1 OA -2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN HTS20 w/(24)10d x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH F4 I (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE (2)HTS20 w/(24)10d x 12" NAILS PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS TO POST: SIMP. HTS20 OR LSTA18 a (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS BUILDER TO DETERMINE THE REQUIRED SIZE. 2 7 I MIN POINT QU S () 5 b O NT LOAD SHOULD BE ON MASONRY: SIMP. META16 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL 5" EMBEDMENT FRAME TO CMU 3140 3140 HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 6280 6280 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 833pif 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 & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/$" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2, ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS �' TO POST: SIMP. HTS20 OR LSTA18 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ TO BEAM: SIMP. HUC48 w/(14)16d NAILS M (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" Q PLATE TAPCONS ADDITIONAL LOADS: ON MASONRY: SIMP. META16 A) ALL CEILING HUNG SOFFITS AND SOFFITS TO POST: SIMP. HTS20 OR LSTA18 B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. TO BEAM: SIMP. HUC410 w/(18)16d & 2 TOP PLATE HEIGHTS VARY SEE BUILDING SECTIONS WALL SECTIONS AND (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. PLATE NAILS & (1.8)4"x2a' TAPCONS THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ON MASONRY: SIMP. META16 TRUSSES TO POST: SIMP. HTS20 OR LSTA18 THE GARAGE. TO BEAM: SIMP. HUC410 w/(18)16d & 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SH ,,,w� PLATE NAILS & (18)4'x24" TAPCONS AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE ON MASONRY: SIMP. META16 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS TO POST: SIMP. HTS20 OR LSTA18 TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS TO BEAM: SIMP. HUC410 w/(18)16d & NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS & (18)4"x24" TAPCONS BUILDER TO DETERMINE THE REQUIRED SIZE. 2 7 I MIN POINT QU S () 5 b O NT LOAD SHOULD BE ON MASONRY: SIMP. META16 ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED TO POST: SIMP. HTS20 OR LSTA18 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER TO BEAM: SIMP. HUC410 w/(18)16d & THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d THE TRUSS MANUFACTURERS LAYOUT NAILS & (18)4"x24" TAPCONS AND CALL THE ENGINEER OF RECORD PRIOR TO ON MASONRY: SIMP. META16 PLACEMENT OF ANY TRUSSES TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY WPLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED, `� �' 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ W� M � BOTTOM CHORD 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q N M ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 2 TOP PLATE HEIGHTS VARY SEE BUILDING SECTIONS WALL SECTIONS AND OF ALL HARDWARE BEFORE INSTALLATION. O O ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED, CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND (HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. IT IS REQUIRED TO BRACE AND BLOCK PER BCSI 1 CURRENT EDITION. IN ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SH ,,,w� DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. 2 7 I MIN POINT QU S () 5 b O NT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 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 DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND HEADER CONSTRUCTION AND CONNECTIONS ���LoiNc „_ ,_ „ D FLOOR NOTES FOR MORE INFO. 1/4 -1 O SANFORD 1-12 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. CLLj O lLL_O CO �zW O fY. CL 0 O 3 w w L V W i 0 0 w w LU aC W aU-1 J Uj N ZQ L! 't C, 41 r- aas I'o : LnW as o C a C-- Z ZC:) ' m U LL 3: fit cn W�_j, O - 0 `y M w o .. 0 0- 717 UCU O C)�C4 ami v z O a� O F (D ♦ ` v W Z^gd, 0) rZ V; N W 06 � Z M M C z 0 (DU�:til°' z= z z ~goo 0rrW� c=n oSgiFE A r U v Z Q �;.i E _ J o cc F; l � W 0 W � >ui ) = Z J U) �- Fn � Q 0 B ) m Z F- z - O i O W J C0QLL 0000 N i O J z i~-1Ww _ � W a O cr > 11 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT. LA QC CHECK: CC ....._... .......... .. - JOB No. TM- 2140852 SCALE: AS INDICATED DATE: 01/29/2015 S4.1 ti� o0 J08 J09 J10 J11 J11 J10 J09 J08 O� - --- - STANDARD 2ND FLOOR FRAMING LO LO NOTES: LU M 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR O O WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - ------ - TO FOLLOW THE DETAILS INDICATED BELOW' J LU OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Q Cn SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) LU OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 Cn � H SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w z = w SHEATHING IS NOT CONTINUOUS) W O M 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. O O o w W v = m w w Q CL 0 o v it ¢ LU O a- co� U aLU O N LU W (V O z ui d. `rs111111/�/�` p_ o r r 04 LO� Uj O LL Uj �rlll 11�� R. 0 O 'z. U d C r� N .� Q6L4 U o O T- :p UC6 � >0 .` O U z� O+" O Q o' m L 0 U h- cn U' J U- W O 0 N o 06 wz(n 0 (D :�7� o Z Z OF ago •+ W 5 a Mg .d gg usa U W H 3~ � z J Z O W0 0 Q W Z = W U) IL 0. n WSO4 �"� z v SD5 0 a 0 z 00 � 3: z LU O L0 z Z_ H pJ0 yQLLI o O�CinY o 000LO0 ZC7 N m Lij o v O W LU QO= O F-- STRUCTURAL ENG: CFG / BAD Q DRAFTING: __ - H z-STRUCT: LA W10%..... -- -- jLDIAv QC CHECK CC R JOB No. TM - 2140852 UF(),R -ROOF FRAMING PLAN SCALE: AS INDICATED ~ DATE: 01/29/2015 1/4"=1'-0" NOTE: SEE PAGE S4.1 FOR NOTES ANDNS4.2 CO NECTOR LEGEND COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. rip 11 'f I I'1 O d. a rr11 AT CORNERS PRECAST "U" LINTEL W/ 3000 psi CONC. PER + d 4 LAP SPLICE PROVIDE LINTEL PLAN. IF REBAR IS INDICATED IN 11C11 „D" #3 17/8 STANDARD #5 LINTEL #5 TO BE HOOKED INTO SIDE OPENING .LINTEL PER PLAN TYP'I AL SHEAR WALL SEGMENT HOOK BAR. LAP VERTICALS #5 31/8 TYPICAL TRUSS ANCHOR PER PLAN 113/4 OTHER BARS INTO #6 33/4 e 14 30 CORNER AS REQ'D;. 43/8 9 13/16 16 1/2 PROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK NOT REQUIRED TO BE FILLED 4 G TRANSOM OPENING STANDARD 90 DEGREE HOOK d.°,a° ° ° .. a ° TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL A- ° ° d "d •� ° ° ' -, ° BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. .' °'d, 4 .' O a 4 REBAR d Q SEE FOUNDATION SEE WF01/SD2 FOR 4.d 4 PLAN FOR FILLED CELL - LO MORE INFOt dIn INFO. MIN, (1) IS REQ'D I I°Z W ° d. ° co 4 4. I-- CL ROUGH OPENING PER PLAN _ — 4 W ° ° e IL ° . a STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) d #5 DIA. REBAR W/ SIMPSON HUS26 DOOR OPENING ANGER @ EA. END, O d. a rr11 GRADE 40 ° n e + d 4 LAP SPLICE a ,"B" 11C11 „D" O d. a rr11 8" x 8" x 16" CMU U.N.O. `— INDICATES FILLED CELL FROM FTG. TO TIE d. 7 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. GRADE 40 i F . .} i• 1. + d LAP SPLICE „A" ,"B" 11C11 „D" #3 17/8 NO -SHEAR WALL AT OPENING .LINTEL PER PLAN TYP'I AL SHEAR WALL SEGMENT 91/2 20 #5 31/8 7 113/4 25 #6 33/4 e 14 8" x 8" x 16" CMU U.N.O. `— INDICATES FILLED CELL FROM FTG. TO TIE d. 7 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. SEE FOUNDATION FOR FOOTING D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 i F . .} i• 1. + d LAP SPLICE „A" ,"B" 11C11 „D" #3 17/8 41/4 7 15 .LINTEL PER PLAN 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 #6 33/4 e 14 30 #7 43/8 9 13/16 16 1/2 35 4 G TRANSOM OPENING SEE FOUNDATION FOR FOOTING D06 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 i F . .} i• 1. + d LAP SPLICE „A" ,"B" 11C11 „D" #3 17/8 41/4 7 15 .LINTEL PER PLAN 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 TRANSOM OPENING . �=FRAME INFILL AROUNQ, -�'' WINDOW BY BUILDER SEE FOUNDATION SEE WF01/SD2 FOR PLAN FOR FILLED CELL MORE INFOt INFO. MIN, (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 WOOD HEADER TURNED SIDEWAYS. ATTACH THE FIRST PLY 2X8 TO MASONRY WALL W/ SIMPSON HUS26 DOOR OPENING ANGER @ EA. END, USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO (HEADER. THEN APPLY THE 2ND PLY TO THE 1ST PLY W/1Od STAGGERED @ 6" O.C. (6DO LINTEL AT TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE „A" ,"B" 11C11 „D" #3 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 #6 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 ° . d a e .. aG a d d a U ° a: - ° + 4 d - a a.. 4 a a da 4 e a ol .44 4' 11611 IAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK #3=2%Z' #4=2%2" #5=2%" #6 = 3" #7=3Y2 8'-4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LO LO LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: r- r MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W � j e`-- O STANDARD LINTELS MAX. CLR. OPENING 8"UNFILLED 8F8-1B/8F8-0B8F16-1B/8F16-0B 8F24-1B/8F24-06 81732-1B/8F32-OB STANDARD LINTEL NOTES 0 O O 2'-2" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-10" 1783 3069/3069 6113/6113 8974/6739 10000/9213 2, (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. T-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. Uj T-10" 1217 2165/2561 6113/5136 8672/5961 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END ALL RECESSED LINTELS TO HAVE MIN. Q 4'-0" 1006 1663/1349 5365/3820 7342/4576 10000/6224 8" BEARING EA. END 4'-8" 860 1651/1238 5365/2931 7342/3123 10000/4249 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LU = 5-2" 710 1423/1105 4360/1999 6036/2549 8328/4249 LINTEL THAN INDICATED ON THE PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS 0 V- H 5'-10" 570 1232/1101 3480/1631 8360/3707 8825/3470 APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR W Z W LU 6-10" 488 991/991 2661/1631 5681/3707 6472/3685 FOR APPROVAL, 0 W g T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (*) ANY LINTEL DEEPER THAN 32'" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 0 �.;,. � 0O 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O Q_ 00 C-) 9'-10" 315 618/618 1533/1247 2781/2777 4754/2536 ADEQUATE FOR THE LOADS. 10'-8" 292 567/567 1366/1366 2423/2308 4006 / 3191 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD WITH WINDOW ROUGH OPENING Z U w j 11'-4" 277 525/528 1254/1254 2193/2147 3552/3552 SPECIFICATIONS ON PLAN. DIMENSIONS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO p U)¢ LU 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND -1 W V W 12'-8" 239 458/458 1075/1075 1838 / 1838 2883 / 2278 COORDINATE WITH EOR AS REQUIRED. m (� w 13'-4" 0 430/430 1002/1002 1697/1697 2630/0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL ¢ CL 14'-0" 0 424/424 1234/1234 1779/0 2662/0 SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND Q W 14'-8" 0 379/0 1160/0 1660/0 2439/0 METHODS O j 16'-8" 0 288/0 950/0 1379/0 1997/0 U a LU 18'-8" 0 224/0 750/0 1177/0 1676/0 MATERIALS o 19'-4" 0 180/0 598/0 1114/0 1468/0 c\1 20'-8" 0 177/0 598/0 1024/0 1441/0 1. fc PRECAST LINTELS = 3500 PS = W N 21'-4" 0 164/0 550/0 981/0 1376/0 2. fc PRESTRESSED LINTELS = 6000 psi. 23'-4" 129/0 450/0 824/0 1147/0 W RECESSED LINTELS -FILLED 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O MAX. CLR. OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-0B 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U) STRENGTH = 1900 PSL W 'tT-0" 1691/1360 5206/3280 8060/5421 ���,r l l l l l l d��� a o 3'-4" 1425/1130 5206/3280 8060/5421 5. REBAR PER ASTM A615 GRADE 60. (PRESTRESSING STRAND PER ASTM A416 GRADE w� ��®,r T-6" 1320/1042 5206/3280 8060/5421 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 3'-8" 1230/963 5206/3280 8060/4946 rk „ate �'"��� sib c:DZ Z 4'-0" 1081/866 4567/2992 8060/2839 LINTEL DESIGNATION SCHEDULE .; s '�\ ' E— W (j 5'-0" 846/598 3810/1716 8060/2649 1 S' `s a--4 --� 6-0" 693/458 2738/1600 7747/7915 LINTEL F = FILLED WITH GROUT T-0" 526/375 1568/1568 5743/5743 MARK REQUIREMENTS U = UNFILLED R = RECESSED ..;. Q 415/273 1436/1516 5743/5743 QUANTITY OF #5 REBAR @�'•�� �' O 415/273 1436 / 1516 3129/3129 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY '!.•�, �,.••� 1 q 8F16-1B/1T p ��a LL 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 8F8-1B/1T QUANTITY OF #5 REBAR AT TOP DEEP HEADER Un)'1 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1 B/1T' •, NOMINAL HEIGHT J° 81716-1B/1T NOMINAL WIDTH O f 0 8RF14-0B/1T TYPE DESIGNATION U • z Omsk ¢ .'' + ,N O 8F16-0B/1T F- 1-1/2 CLEAR C6 U b Oc 8F20 -16/1T ' Q w #5 REBAR AT TOP MIN. (1) REQ'D H �, Z O 8F20-OB/1T SU EL 0 Q C.M.U. _:.• Z 0 8RF22-1B/1T 00 a GROUT O O' ami OK 8F24-1B/1T Z #5 REBAR AT BOTTOM OF LINTEL z> U `�° CAVITY O� O 8RF22-0B/1T�I` BOTTOM REINFORCING PROVIDED > O Q 7-5/8" ACTUAL IN LINTEL (VARIES) O O 8.. NOMINAL WIDTH � Uj 81724-OB/1 T a O N 8RF30-1B/1T FILLED OH P 81732-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T _j CO ¢w - #5 REBAR AT TOP MIN. (1) REQ'D j 0 81732 -0B/1T U J ❑ Z z C.M.U. < LD U O 81738 -1B/1T LOUA GROUT LL W Z g ,O O 0LO Z Vj N^ 0 8F12-1B/1T p 06 zNM 01 (D Q . leI .E Za O 8F48 -0B/1T ----* BOTTOM REINFORCING PROVIDED U J Z O F p �= 7-5/8" ACTUAL IN LINTEL (VARIES) O9 �N � O 8F56-0B/1T 8 NOMINAL WIDTH W = <55 g O 8RF38-1B/1T UNFILLED _ —, Z Q<N e] E z NOT USED 0 cc wIL H 1-1/2" CLEAR Z W Z Z Ho -LC) Z ¢ —� _ O O J p o #5 REBAR AT TOP MIN. (1) REQ'D ia¢-w 4 O F- W -' � TOP KNOCK OUT/ LINTEL BLOCK V LU In O (nw COURSE Z W Xco a m Q #5 REBAR AT BOTTOM MIN. (1) LU ~ � moi` �I` 116 GA POWERS STEEL BOXED CL 7'-4" a z 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH O Z POWERS STEEL o 0 SAFE LOAD TABLE NOTES Z m ° 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL W Ir-- 11 RECESSED LINTELS BASED ON 4" NOMINAL BEARING.Q to 2. 0 = NOT RATED. z Z F- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 0 _I 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR U) Q 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Ld ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O 0 LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 0 00 0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W to N w CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF CO O J Z 1/8"=1 -0�� SUPPORT. W 0 W -- 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. a U � 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. - W 0 a 0 0 F— IF— STRUCTURAL ENG CFG / BAD ¢ DRAFTING Z-STRUCT: LA W B 14,0 9 QC CHECK. CC as�C)JOB No. TM 2140852 SCALE: AS INDICATED DATE: 01/29/2015 D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" w � , S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. I I _ ._-x...,----,» ter-•" w«...�.+ 0 LO (1) #5 FROM FTG. TO TIE BEAM 1 KNOCK OUT / CHAIR HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W M � BLOCK COURSE W/ #5 Q N M CELL SOLID I CONT. WHEN STEM FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING WITH FOUNDATION WALL SCHEDULE WALL SCHEDULE (] O O FILL JOINT WITH KNOCK OUT / CHAIR 2 1/4" KNOCK OUT /CHAIR w WALL IS OVER 3 COURSE BELOW FOR ADDITIONAL FOR ADDITIONAL 8" CMU BLOCK I BLOCK COURSE W/ #5 ELASTOMERIIC JOINT I BLOCK COURSE W/ #5 TALL INFORMATION 3-1/2" CONC, SLAB w/ INFORMATION CONT. WHEN STEM FILLER I CONT. WHEN STEM ¢ 3-1/2" CONIC. SLAB w/ FIBERMESH REINF. OVER 3-1/2" CONC. SLAB w/ I _ WALL IS OVER 3 COURSEFIBERMESH REINF. OVER I w 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER WALL IS OVER.3 COURSE 3-1/2" CONIC. SLAB w/ z w TALL 6 MIL VAPOR BARRIER I OPTIONAL CURB _j w FIBERMESH REINF. FIBERMESH REINF. OVER TALL FIBERMESH REINF. Q 4 ! 2x PT SILL PLATE 2x PT SILL PLATE OVER 6 MIL. VAPOR I I a z ¢ 6 MIL VAPOR BARRIER OVER 6 MIL. VAPOR I > BARRIER I BARRIER I w I d ng F.F. ( LU = Z Z (n b ♦ ,4 °. ' a x I "' LJ. CO „• o e a b �....: Z ° .. ' . ° ° . — _ °. .4- 4 �, . ° . n 4 . ' —_ —_ ° • . �' �. � =.I _I I__._I I I ----I w Z � w GRADE GRADE _ —j11- - r ., I ..... _ — _..... - � — Nr- — �SEE STEM WALL ._ — I:= - :. m --- ..— — _ ' I -I �I - —_.._—.oO —-=___ — 1FOOTING SCHEDULE _ _ ° ;,� € f I. _._—._.._ - - .... - — — = = - — _ _ -..- F- I I Ll. -..._ SEE STEM WALL uI 1 " I -SLOPE FLOOR - -- — — — — — � __ PI — I II U — _ - 8 4 _ __ I_� CLEAN THIS SHEET FOR FILLED — — I = I—I I....... 1....-. - I _.�......_ . (-_. T DRAIN I — _ _ -- — -- _I-IIIIII— I FOOTING SCHEDULEO II I I IIwAND -----. ..... z_.I..�_II---::�.-.��-.:-�—_.�._.— —_..-.III III—III— v � — — — - Il L.I L ...I III-- — — o - CELLSPACING L�i i i ( Lig=, I CLEAN (2) #5 BARS CONT. W/ 3 COVER FILL @ 95 /o E5 (n �C L-_ g THIS SHEET FOR FILLED : _. ' I 1 _.. :: _ — _ N LAB w/ I I...._ L..I.L. .. I I— I- COMPACTED 8 8 _I LU FOOTING SIZE CLEAN COMPACTED z 3 1/2 CO C S �— -.I, ISI I (L_— ---= o CELL SPACING AND I _ o ° _ a .I I (2) #5 BARS CONT. W/ 3 COVER CO TYP. AT 2 STORY CONDITIONS STANDARD O FILL @ 95 /o STANDARD I FIBERMESH REINF. TYP. AT 2 STORY CONDITIONS 0 _j FOOTING SIZE �. _ { LII III„ e I L. ! I— 1-1 I - VAP R 8 g FILL @ 95% (3) #5 BARS REQUIRED AND DENSITY 0=0 w LU DENSITY o OVER 6 MIL. O (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q �- CLEAN COMPACTED 1 W I 1-__«. I ... CLEAN COMPACTED - III -:: _, BARRIER ¢ � _ — III—:1 I— FOOTING TO BE 20" WIDE DENSITY � -_ { — �. CLEAN COMPACTED a — FILL @ 95% STANDARD _ — — — - ...ct .:.: — 1: ° I........� I _=1 0 �• — ; FILL @ 95% STANDARD I WIDTH FILL @ 95% STANDARD U_ V w DENSITY AND TERMITE= L.-- I WIDTH — I— DENSITY AND TERMITE - III _� J-' _: TREATED -I _ —III-- — DENSITY AND TERMITE o a --- -- _ f -III —WIDTH TREATED o N> � .. � TREATED r N_.........iii H � LU LU CV SF01 TYP. EXT. FOOTING SF02 TiTYP. EXT. FOOTING GARAGE F03 NON-BEARING STEP DOWN SF03 FOOTING SHOWER4405 OFFSET FOOTING BEARING F06 INTERIOR BEARING ILL SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" co O w ��irl'I�IIIP//�`r a o WOOD POST. SEE �r ® i,�a� W v FLR PLAN FOR SIZE ! '° •� Lp o 3/4" RECESS @ TOP C'Ql1RSE TO ,� `- Z z SLIDING GLASS & BASE BE CHAIR 5LOCKS4' w PER MFG. DOOR CONNECTION � U ENTIRE BASZO - /� ., _j SPECS BE FILLED SOLIDS , ;..1 ; � CMU BASE W/ (1) d MIN 4" ° a #5 VERTICAL 1 1 .!i '"leiii Q a ° EACH CORNER 4 : SLOPE ® �0 ' :� R O ° FILLED SOLID. SEE I I p r�®� G +!° _ s?�a►.- V 41 3-1/2" CONC. SLAB w/ MIN. 24" BEFORE °�' ® •� ELEV. FOR BASE (1) #5's CONT. �- FIBERMESH REINF. OVER ANOTHER STEP �. I � e � I .4 e° a SIZE I I w z 6 MIL VAPOR BARRIER I I a ° LU g o: 3-1/2" CONC. SLAB w/ #5 CONT. REINF. I I w _j #5 REBAR CONT. w N a o a FIRE M S VAPOR °." i �" 4 .I �e 4 PORCH SLAB w m g SEE FOUNDATION w @SLAB LEVEL M ° 6 w a I I FOR QUANTITY SEE FOUNDATION Q_ \ °a r I I 4 1/2" CASING PLAN I I EXTEND SLAB O O d Li a c .y � 00 _ . i... ,,,,� 01 4 1 11 BEYOND U _ I I D _ ° ... a' ° ._ _ ^ _ rr'�r �-,r o m M1 - `' I a d e BLOCK FACE — e m z .. � s � � � .4. � � I ALUMINUM THRESHOLD —I �= GRADE - I - ° . #5 x 25" x 25" _ — • . °' °° `( � �i�� N 2....#5 CONT, W/ 3" e ° a L. CORNER BAR ONE 3-1/2" CONC. SLAB I - ° e I SLOPE I ...._. _... ...m _ _ -COVER ° 4.. F. FOR EA. HORIZONTAL w/ FIBERMESH — — _ , L.I `'� _ :.:... d (2) #5 CONT. — — 1 -4 _ w- ° CLEAN COMPACTED CLEAN �. --� I i .. LI �L...!. � _ � � (2) #5 BENT BARS W/ � ' e ., ° la ° REBAR, TYP. U.N.O. REINF. AND 6 MIL �� ' I; � u_ I I'-' �y xll Z III , -I II FILL @ 95% STANDARD COMPACTED {- — I- L .`.... �r� — o _ O LU w .1 d. VAPOR BARRIER 3/4 RECESS „I B- 16" DENSITY FILL @ 95% I W.MIN. 25'" LAP SPLICE a (1) #5 VERT. @ 72 _ _I GRADE _ .� * 4 4 4 ,:, .r..� MAX IN GROUT FILLED STANDARD ° 4 ° SLOPE 1/4"CELL U.N.O. FOR WALLS f— DENSITY 8" x 12" THICKENED j I I r 1 ° 4 (2) #5 BARS CONT. W/ 3 COVER TYP _..., III I ..__._, I _ : I I:W;:- Iy _ SLAB w/ (1) #5 CONT. 2 #5 CONT -h,— a _ '... PER FOOT 40" TALL AND SHORTER. °o O U AT 2 STORY CONDITIONS (3) #5 BARS O6" MIN. VERIFY W/ DETAILS FOR REQUIRED ° 4 SEE STEMWALL _ Z'•. O W/ 3 COVER. n I REQUIRED AND FOOTING TO I ! STEEL AT 2 STORY LOCATIONS PER MFG. a . SCHEDULE IF WALL IS a p BE 20" WIDE 8" m . TALLER. TYP AT EACH W SPECS VERIFY W/ DETAILS FOR REQUIRED 4 EXP JOINT CORNER AND COLUMN 0 O �" O r Q STEEL AT 2 STORY LOCATIONS LOCATION 0 WIDTH 0- 4 F04 DOUBLE STEP FOOTING F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS SF08 ENTRY PO CH W SCALE: 3/4" =1'-0" SCALE. 3/4" = V 0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1 "-0" SCALE: 3/4" =1'-0" SILL SCALE: 3/4" =1'-0" U � J WOOD POST. D Z - -- - - - - - - - - - - - - --I 3" MAX. OVERHANG SEE FLR PLAN Q � CD i j (OPTIONAL)FOR SIZE & U (A ZP0 . 2x BEARING OR NON- PT BOT. PLT. - BEARING WALL, SEE BASE FILLED CELL (1) #5 CONT. PER PLAN PLAN FOR MORE INFO CONNECTION GARAGE - N I 3-1/2" CONIC. SLAB w/ (1) #5 CONT. PER PLAN 2 1/4„ #@5REBAR AECOLT. ® SLAB REINF. OVER 6 3-1/2 CONIC. SLAB w/ PORCH SLAB MIL VAPOR BARRIER FIBERMESH REINF. OVER SEE FOUNDATION EE PLA TOP. VIEW CORNER I— — — --L--� 6 MIL VAPOR BARRIER PLAN EXTEND SLAB 11 1/2" BEYOND {1) #5 VERT. (cry 72" O C. f 1 4 A ° " . a BLOCK FACE 4 GARAGE WALL MAX IN GROUT FILLED , -" _ �¢ _ SEE PLAN FOR _ _ IF REQ D I CELL U.N.O. FOR WALLS L.?_ .L... -.I,. CLEAN COMPACTED FILL 40 TALL.. AND SHORTf R. 1 POSSIBLE STAIRS. IF - DRIVEWAY BY @ 95% STANDARD ; -.: SEE STEMWALL z FORM/POURED L -PROVIDE (1) #5 AT DENSITY AND TERMITE BUILDER- I . r " - SCHEDULE IF WALL IS - III III I 8 TREATED a III ��/� I EACH STEP III— I I GRADE PAVERS I CORNER AND COLUMN II w ::... CONCRETE OR I TALLER. TYP AT EACH 3-1/2" CONIC. SLAB 4 d 1 I.I E L .�.."` ..III LOCATION (1) #5 VERT. @ 72" O.C.' I I— I I I - - — #5 CONT. _ STEMWALL SCHEDULE STEMWALL HEIGHT FOOTING DIMENSION NUMBER/ SIZE OF BARS MAXIMUM F.C. SPACING (O.C.) IN STEM WALL 1 -STORY 2 -STORY DEPTH WIDTH DEPTH WIDTH 8" - 40" 8" 16" 101.20" AS INDICATED W/ (2)#5 BARS MATCH FILLED CELL SPACING PER PLAN 48" - 64" 10" 20" 10" 20" W/ (2)#5 BARS 40" 72" - 80" 10" 30" 10" 30" W/ II BARS 32" LLW-- O d Im z O Q Z Z JOB No. TM -2140852 0 _ AS INDICATED 2 H _ I— � v z O z F_ U ZLV O SD1 J ~ z Z�� 0 O F- 0 0 U ULu Q � L0 e ° ' 1 _.. I GRADE MAX IN GROUT FILLED = °a CELL U.N.O. FOR WALLS / z 40" TALL AND SHORTER. - w ..LI 4 (1) #5 VERT. @ 72" O.C. W f SEE STEMWALL MAX IN GROUT FILLED o I CELL U.N.O. FOR WALLS wI TALLER TYP AT EACH w LII L E 40" TALL AND SHORTER. CLEAN COMPACTED I -III—III- 8 x 8 THICKENED o CORNER AND COLUMN EDGE w/ 1 #5 - CLEAN COMPACTED WIDTH 01 SEE STEMWALL FILL @ 95% STD. CONT. O f WIDTH j LOCATION""i I , I f FILL @ 95% SCHEDULE IF WALL IS DENSITY E PAT EACH SF04 THICKENED EDGE GARAGE DOOR STEMWALL WIDTH �.. STANDARD DENSITY TALL R. TY CORNER AND COLUMN AND TERMITE LOCATION EXTEND REBAR ABOVE TREATED SLAB PER MIN. LAP SPLICE I SEE FOUNDATION PLAN SF05 FOOTING PORCH SF06 FOOTING GARAGE SF07 ENTRY PORCH AS REQUIRED I FOR F.C. SPACING ABOVE I SLAB LEVEL SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" STEP-DOWN SCALE: 3/4" =1'-0" S LLL SCALE: 3/4" =1'-0" (1) #5 CONT. TIED TO EACH VERTICAL REINF. BAR. IF EXTERIOR SHORING BY STEMWALL IS 40" OR I CONTRACTOR AS REQ'D LOWER, NO #5 BAR I WHEN STEMWALL IS OVER REQUIRED IN CHAIR BLOCK I 4'-0" TALL ° 3" ° a4 NOTE: NOTCH IN III --III I \ \ INSPECTION CLEANOUTS FOOTING IS NOT 31"CONC. SLAB SEE I — \ REQ D FOR STEMWALLS TO BE DIRECTLY FOUNDATION PLAN FOR = z = I \ HIGHER THAN 40" W GIRDER MORE INFO _I O O a QC CHECK CC Im pWLb�y0 Z JOB No. TM -2140852 SAd9/g.OL? _ AS INDICATED w D z O SD1 11 = STEMWALL CONSTRUCTION NOTES 1. VERTICAL REINF. IN SOLID GROUT CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, AND AT THE MAXIMUM SPACING STATED IN SCHEDULE 2. W.W.M. IS REQUIRED TO MAKE ADEQUATE CONNECTION BETWEEN SLAB AND WALL. WHEN STEM WALL EXECEEDS 4'-0", FIBERMESH CAN NOT BE USED AND 94 TURN BARS ARE REQUIRED @ EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB / STEM 3. IF STEM IS REQ'D TO BE HIGHER, CONTACT ENGINEER OF RECORD PER PLAN PVC OR SCH40 e BELO w = \\ PRIOR TO CONSTRUCTION FOR MORE INFORMATION TOP (2) #5 x 4'-0 SLEEVE TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 - IF W.W.M. IS USED, TIE TO - z \ CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE #5 CONT. IN CHAIR BLOCK -' I _ \ 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL WHEN I, PENETRATION PENETRATION - IF STEMWALL TALLER ! — GRADE UNEVEN BACK FILLING IS TAKING PLACE PLAN VIEW Cu) NOTCH - _ THAN 48" #4 TURN BARS ° REQUIRED _) _ ( 5. IF STEM WALL IS WITH IN 5'-0" OF POOL OR WATER FEATURE — EM FOUNDATIONS,ACT E FOR FURT R REVIEW - L_..._.I I I_. -_ I _._ 14 -GRADE • ,:i'..... I � CONTINUOUS ST =III a CONT OR HE WALL FOOTING CLEAN COMPACTED FILL — W .. _... 4 v -...-I ..... I ,.. a ° 6. FOUNDATION TO BE CENTERED ON STEMWALL AT ALL TIMES BEYOND @ 95 /o STANDARD DENSITY AND TERMITE _ „ _ WIDTH I 7. STEM WALLS GREATER THAN 40" ARE TO BE FILLED SOLID. TREATED IN MAX. 12 I I— I— s ........ ti L,..I. F- — -- I L HOOK BAR AT MID -HEIGHT `' _ ____ � _._.«f WHEN GREATER THAN 48 TAL 00 S z ., _ _ .:� _ I._L. L _� w .. I (-- 3 COVER 4" PVC m _ NOTE: _ ° . III I- � � o_ LIFTS — — I ARE WITHIN A KNOCK OUT COURSE. HOOK BARS ARE TO BE _ ( _.. SEE SCHEDULE ABOVE #5 WITH 4'-0" x 4'-0" LENGTH -- I �' I_.._:.: :.:: SEE FDN PILAN«L: I, I :::.m_ _ I:.-;' SLEEVE I I a DO NOT _I L. I L I _. III ..._III I r - A/C PENETRATE I SEE FDN. I _ 3 FOR FILLED CELL �I CHASE �-� I.�- L_... i �.......� �........ 3 MIN. SPACING ! FOR SIZE • =�.I I -I= STEM WALL AT & REINF. PLAN FOR - VERIFY WITH DISTANCE TO SIZE & REINF.'CHART EDGE OF SLAB LOCATION PIPE PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND NOTCHED FOOTING @ CONDUIT SF10 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" =11 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the express STEM WALL FOOTING SCHEDULE SCALE: 3/ _ - " ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. Z QC CHECK CC Im pWLb�y0 JOB No. TM -2140852 SAd9/g.OL? _ AS INDICATED w z SD1 11 = 0 Z Z F. U) 0 � �a 1 0000 0 W C4 .. Z U0 J oU �W� 0 - Q0 LU O ~ g ~ H STRUCTURAL ENG. CFG / BAD Q DRAFTING: H z -STRUCT: LA QC CHECK CC pWLb�y0 JOB No. TM -2140852 SAd9/g.OL? _ AS INDICATED -SCALE: DATE: 01/29/2015 SD1 LID LID (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALL CELL SOLID CELL SOLID BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W COO FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING 8" CMU BLOCK ' 8" CMU BLOCK I w MIN 4" WITH FOUNDATION 2 1/4„ WALL SCHEDULE WALL SCHEDULE Q O O BELOW FOR ADDITIONAL FOR ADDITIONAL - � 3-1/2" CONIC. SLAB w/ 3-1/2" CONIC. SLAB w/ 3-1/2" CONIC. SLAB w/ Q 3-1/2" CONC. SLAB w/ 3-1/2" CONIC. SLAB w/ INFORMATION INFORMATION FIBERMESH REINF. OVER FIBERMESH REINF. OVER > (1) #5's CONT. FIBERMESH REINF. OVER w FIBERMESH REINF. OVER FIBERMESH REINF. OVER w 3-1/2" CONIC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER z 6 MIL VAPOR BARRIER I j Q z 6 MIL VAPOR BARRIER FIBERMESH REINF. OVER w � Q z 2x PT SILL PLATE 2x PT SILL PLATE Q CO w IJj 0- a w g j 6 MIL VAPOR BARRIER LU N as Z p w m 0 Y^+' '17a n. .d e e �, y ` � ° .° ; w 1 d ° M a lI a II e. a U_ 00 1 �...... .1.. ., ' °U 0 (!J ,i :q;. _ a O 0 d GRADE I L o GRADE z w , I° ° _I I ISI I I=III A ,° °VP_ jI (= —= 03 _ i _ D _ _ a = - _ _ .=1 I I DI ID 45 - ° ° _ 4. d — - — o w 00 a Q o a e o ° — — -TIL IIID�� 11_111 - I — w a T z �Q__ = _- __....°A°__....._..1 �:I1-�';-_,,,��._; _8,4.__.____-—_—.— �I OII_,. ._..,..!.. ....� ..L....:"..._,,,.. 00 li ....o Q -. -_-1 1. --=.- -- ma _ I --- - I -_.,-.,,..,._-_I I EAN ' — _ — __ _ I -I I -I — -III III I_I I I �, c� o III_., _ _ _ _ .._. I .....:. a I I I > o III :.I _L CLEAN COMPACTED _ =� I — I I III I I I_I I-1 COMPACTED Z U wUJ --'- —iii —� i i i- FILL 95% STANDARD I--- III CLEAN — o ~ CLEAN COMPACTED @ i i—iii—iii i (2) #5 BARS CONT. W/ 3 COVER FILL @ 95 /o p C0 .[ w (2) #5 BARS CONT. ° - : I (2) #�5 BARS CONT. ' I FILL @ 95% STANDARD 16 DENSITY (2) #5 BARS CONT. W/ 3 COVER 8 8 COMPACTED OED TYP. AT 2 STORY CONDITIONS 8 8 STANDARD j W � � W/ 3" COVER TYP. I I I' W/ 3'` COVER TYP. DENSITY TYP. AT 2 STORY CONDITIONS FILL @ 95/0 (3) #5 BARS REQUIRED AND DENSITY m C) J CLEAN COMPACTED CLEAN COMPACTED 1'-4" FILL @ 95% STANDARD 1'-4" FILL@ 95% STANDARD (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20" WIDE Q W 0- 01 DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY ❑_ 0 0 REQUIRED AND FOOTING TO [C <C LU BE 20" WIDE _j j WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG w aUj SHALL BE V-4" WIDE 1111 #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS o - o I N UJ W JAF01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING NON-BEARING STEP DOWN DOUBLE STEP FOOTING 17 N F03 F04 F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING ,� SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4 =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" O z ' 3/4" RECESS @ •••� ®� t i9 W o PER MFG. SLIDING GLASS •°Ir �>w ® Z Z 11 .�. 6 () • SPECS DOOR "`' ®b. ti, kA ="•"' �� U SLOPPED GROUT d n Q "� • • TO DRAIN d � � . 1 d 8" CMU BLOCK • . SEE PLAN a° ° ° ° ° SLOPE ®% •,. �: , ' �, O FOR STEP OPTIONAL CURB MIN. 24" BEFORE a� ' ���.•• !,, J J 8" (G.C. TO VERIFY) ANOTHER STEP e' ° ' d 3-1/2" CONIC. SLAB w/ (1) #5 FROM FTG. TO TIE �'�j� ��•�'�� �� w ° a ° FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. OPTIONAL REINF. SEE 3-1/2 CONC. SLAB w/ '. d a CURB FOR #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25 GROUT CELL SOLID i PLAN FIBERMESH REINF. OVER ° .i ° a w „ a SEE FOUNDATION REFER TO NS FOR MAS. @ ELEV. ° a' 6 MIL VAPOR BARRIER ° °' O PLA R a ° _ ° d FOR QUANTITY LOCATION d �� 0'-0" w/ (1) #5 , F_ � � w 1 e tl r' 4 1/2" CASING ' O BAR CONT. a w ❑ °; .44 �_ d z I ,.11A I � � ° ALUMINUM THRESHOLD ,. d e° ❑ GRADE ,°' ° d °..a.: M a ,. #5 x 25" x 25' _- - - tl a ro . ° III'll l� d 00 -- 8 4 MUDDED o n. (2) #5 CONT. W/ 3 .- - — __ ......... _ ° a �°� CORNER BAR, ONE 3-1/2" CONIC. SLAB — — — d A -COVER d. a I-III_I_I M N III � I � I -..__ .... �. a. 1 FOR EA. HORIZONTAL w/ FIBERMESH SLOPE ---- -_� ° d, — __._ .__._.... ...._..�:III' FLOOR CLEAN �: I I I - — a 1 _,.,. -: - „ ,,, „ ..._.. I ° „, a `' R R TYP REINF. AND 6 MIL w a SLOPED COMPACTED _..._--. I � � �.. ... ; (2) #5 BENT BARS W/ ° ° a 'd EBA I I II I ° w - - I .... „ a ° U.N.O. VAPOR BARRIER 3/4" RECESS - I mm _ _ _ _ _ — O' z MIN. 25 LAP SPLICE ° I �I I CL% O FILL 951/o w TO DRAIN @ ❑ ° a (2) #5 BARS CONT. I— I Q STANDARD I cn wry.,,. cro a ° ° 11 I1 I I - SLOPE 1/4 U DENSITY 8" x 12" THICKENED - I W/ 3 COVER TYP.` (2) #5 REBAR SLAB w/ (1) #5 CONT. - D 4 1 . b 1'-4" CLEAN COMPACTED C} C, 1'-4" O D I PER FOOT FILL 95 /o STANDARD +� 2 #5 CONT '� I I 16 MIN I .. -`-' @ � �� m { 1 VERIFY W/ DETAILS FOR REQUIRED ° ° a a' e' ° DENSITY (A ,� W/ 3" COVER. a z III' STEEL AT 2 STORY LOCATIONS d 8 PER MFG. V WHERE 2ND STORY OCCURS, FTG - SPECS a ' Ln 0 SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY A DETAILS FOR REQUIRED ° EXP JOINT O STEEL AT 2 STORY LOCATIONS ��FO FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 Ti CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4 V-0" U J U)ol _ SEE ELEVATION 0 z -_- Q Q (, � DD _ U) �—. w zl gs* FILLED CELL WOOD POST SEE �f �..- _ FLOOR PLAN FOR SIZE I O - - - 4" AND BASE CONNECTION I � ------ Z C� °� GARAGE TOP COURSE TO BE N 6 if IO z - J CHAIR BLOCKS. ENTIRE w TDP VIEW @ CORNER — BASE TO BE FILLED _ Q SOLID z v O' GARAGE WALL CMU BASE w/ (1) #5 i ® i ~ U O VERTICAL @ EACH z w Q •(4 CORNER. SEE FLR. 0� 3-1/2" CONIC. SLAB w/ DRIVEWAY BY PLAN FOR BASE z LU z FIBERMESH REINF. OVER BUILDER- SIZE > 6 MIL VAPOR BARRIER CONCRETE OR w �- 5 4" PAVERS SEE FOUNDATION w O I- M FOR PAD SIZE ` UQ W 0 Z W ' I ° f ,, CONIC. SLAB OR - a PAVERS PER PLAN CLEAN COMPACTED I .. ....I i 8 ..... O x 8" THICKENED "I -11_ - a TED iI ::II�L_...�I �.. ��J.. FILL @ 95% STD. EDGE w/ (1) #5 , C0 DENSITY CONT. z .� a0 I F13 THICKENED EDGE F15 FRONT BASE NOT USED Z m � GARAGE DOOR SCALE: 3/4"=1'-0" COLUMN DETAIL SCALE: 3/4"=1'-0" LU 0 z 3: IVi a z� Z J 0 0 O FINISH PER 8" C.M.U. FINISH 3-1/2" CONC. SLAB ELEV. PER ELEV. TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 TOP 2 #5 x 4'-0" PVC OR SCH40 w/ FIBERMESH SLEEVE ( ) REINF. OVER 6 MIL FINISH FLOOR FINISH FLOOR CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE VAPOR BARRIER PENETRATION PENETRATION PENETRATING PENETRATING PIPE . ^ PIPE J r LOOP TIE (TYP.) CLEAN o •� - �_Q "� — — .. .. GRADE17 - . COMPACTED ' ' _.I III -- --- M FILL ... •! _ D _ . a .. �' b - _.......�--�-- - °�-III ......w _III -1 1- PVC SLEEVE MIN. FOOTING FOOTING PER DIAMETER TO BE 2 ' __III_ -.III__.. -_III-.-. PER PLAN PLAN III FOR SIZE _ , I - I I ...--� �-- I = -- _ I PIPE SIZES LARGER PVC SLEEVE SEE FDN PLAN SEE FDN. N THAN THE � 1 - &REINF. 1 I PLAFOR PENETRATING PIPE (SIDE VIEW) (FRONT VIEW) --SIZE & REINF. PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND 4 F14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" = COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. �;UILD/N� L C SA,NFO D c F N � 0 Z F-- LL W >.D0 +� ..._ O ry a. � I / � STRUCTURAL ENG. CFG /BAD I - DRAFTING. =-STRUCT: - LA --- _ QC CHECK CC JOB No. TM - 2140852 SCALE: AS INDICATED DATE: 01/29/2015 SD1 OF OPENING 12 PRE-ENGINEERED WOOD 2x6x12 P.T. TRUSSES @ 24" O/C e CENTER BUCK (TYP) SEE ELEV, J, d I UPLIFT CONNECTOR (SEE SCHEDULE) I 1 I 3/8" DIA. ANCHOR - 2 X 4 P.T. TOP BUCK 2x6 P.T. BUCK EACH SIDE OF OPENING 0 PROVIDE (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE 1-1/2" X 3/16" THICK WASHER W/ EACH ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQUALLY SPACED APPROXIMATELY 24" O.C.) START BOLTS AFTER GARAGE CURB (8" MAX.) IOD02 GARAGE DOOR BUCK DETAIL SCALE: 3/4" =1'-0" THREADED ROD PER PLAN MIN. 6" FROM END OF CMU REFER TO PLAN FOR ADDITIONAL WALL FRAMING INFORMATION BLOCKING AS SPECIFIED IN BEARING WALL SCHEDULE NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL DOUBLE 2x4 TOP PLATE MIN 2x4 STUDS @ 16" 0/C 1F REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O C AND EXTERIOR SHEATHING MASONRY WALL SCALE: 3/4" = 1'-0 (2) 2x TOP PLATE (2) 2x PT BUCK` -- _ w/ 1/2" O.S.B. BI TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. f,STD HOOK D03 BEARING/SHEAR WALL TO CMU WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4 EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 5" FROM TOP AND BOTTOM - PT BASE PLATE IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FOI IFASTEN PT 2x NAILER TO MAE SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.0 w/ STRUCTURAL SIZE TAPCONS SPACING (2) 2x #2 SYP SHEATHING ON BOTH 3/16" X 3" 12" O.C. �— INSTALLED PER NAILING PATTERN EXTERIOR SHEATHING ATTACHED SIDES FROM TOP OF 12" O.C. 2 I PER NAILING SCHEDULE FROM WALL TO BOTTOM OF 2 I IIS SHEATHING ON BOTH TOP OF KNEEWALL TO BOTTOM BEAM. ATTACHED PER SIDES FROM TOP OF 0 H~ OTHERWISE SP2 CLIPS AT TOP NAILING SCHEDULE g I I) RADIUS AS REQ'D AND SP1 CLIPS AT BASE ARE NAILING SCHEDULE I i AT TOP AND SP1 CLIPS REQUIRED. AT BASE ARE REQUIRED G-90 GALV. COATING VFO KNEEWALL AT ENTRY 2x BLOCKING r % " r rfr r%'� REQ'D PER PLAN) CRICKET AS BLOCKING ATTACH 2X4 SPF CONT. O.S.B. w/ (2) - REQUIRED ENTIRE COLUMN TO 2x P.T. PLATE c 7/16" OSB W/ (2) 8d NAILS 1/2" x 8" A.B. OR TITEN HD @ 3. REGULAR POLYESTER 7/16" OSB EA. SIDE, W/ 7/16" OSB EACH SIDE, USED ILO. CURVED TRUSS 32" O.C. & 6" FROM EACH END w/ 6d NAILS @ 16" O.C. -- - END VIEW F TOP KNOCK OUT COURSE 2X BUCKS, SEE + w/ (1) #5 CONT. ] MIN. THICK0.0187 MAIN SPAN ROOF TRUSS CMU v ' UPLIFT CONNECTOR (SEE SCHEDULE) 4F1 KNEEWALL ABOVE CHROMATENESS TR ATMENTN MASONRY WALL SCALE: 3/4" = 1'-0 (2) 2x TOP PLATE (2) 2x PT BUCK` -- _ w/ 1/2" O.S.B. BI TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. f,STD HOOK D03 BEARING/SHEAR WALL TO CMU WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4 EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 5" FROM TOP AND BOTTOM - PT BASE PLATE IF DBL. NAILER USE 1/4" x 4-1/2' SEE NOTES FOI IFASTEN PT 2x NAILER TO MAE SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE (2) 2x TOP PLATE 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.0 w/ STRUCTURAL SIZE TAPCONS SPACING (2) 2x #2 SYP SHEATHING ON BOTH 3/16" X 3" 12" O.C. 1 SEE PLAN FOR SIDES FROM TOP OF 12" O.C. 2 I BEAM SIZE WALL TO BOTTOM OF 2 L� SHEATHING ON BOTH LINTEL BEAM. ATTACHED PER SIDES FROM TOP OF 0 H~ BUILDER FRAME NAILING SCHEDULE g BEAM. ATTACHED PER RADIUS AS REQ'D OTHERWISE SP2 CLIPS NAILING SCHEDULE I i AT TOP AND SP1 CLIPS GROUT FILLED CELL (IF AT BASE ARE REQUIRED G-90 GALV. COATING VFO KNEEWALL AT ENTRY ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 2x BUCK DETAIL SCALE: 3/4" =1'-0" SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE AS REQ'D NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT ENTRY @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS SCALE: 3/4" =1'-0" NAIL SCAB TO TOP CHORD WITH (4) 0.131" x 3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131" x 3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131" x 3 1/4" TOE NAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL W01 CONNECTION OF PERP. 0 U SCALE' 3/4" =1'-0" _ --- LO LO STRUCTURAL SHEATHING W M 1—Or CLIP EACH TRUSS - SEE Q O co ROOF PLAN FOR TYPE UJI FRAME OUT TO BLOCK EDGE - --- ----- a p Z = (2) 2x TOP PLATE LU (2) 2x #2 SYP wZ WBEAM SEE PLAN FOR SIZE W O 2x4 SPF #2 KNEE WALL 0 a O ITH STUDS @ 16" O.C. U _ w/STRUCTURAL In Z 2x PT BOTTOM �u W PLATE I SHEATHING FROM TOP Z (� OF WALL TO BOTTOM OF 0 W U �p WALL. ATTACHED PER p PRECAST NAILING SCHEDULE m w LU LINTEL OR OTHERWISE SP2 CLIPS Q C]r CL KNOCK OUT AT TOP AND SP1 CLIPS ❑ O W COURSE AT BASE ARE REQUIRED 0 u7 1/2"x8" ANCHOR BOLT L aLU MASONRY OR TITEN HD @ 32" O.C. o WALL - & 6" FROM EACH END N j uJ LLI N 'FO KNEEWALL AT ENTRY 0ry O SCALE: 3/4" =1'-0" U) z O w U) �y�jjJ11lritiiir CL o 0 0f It PROVIDE STANDARD HOOK "®•'•�o►�Ln Lu Z Z (1) #5 IN TIE BEAM tt,V • • r; __ 0 — — — — — — — — — — — — — o J II I (1) #5 BAR IN PRECAST LINTEL i (2) 2x #2 SYP I ) j SEE PLAN FOR c h BEAM SIZE 2x4 SPF #2 KNEE WALL A I (2) 2x PLATE WITH STUDS @ 16" O.C. .—!1_____H ___ co w W STRUCTURAL L� SHEATHING ON BOTH LINTEL r'" ^, "�,,,��� ,/� SIDES FROM TOP OF 0 H~ WALL TO BOTTOM OF (1) #5 VERTICAL IN g BEAM. ATTACHED PER _ 2x w/ (2) 16d� TOE NAiI_S - 2X8 W/ S2) 16d NAILING SCHEDULE p A e i NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT ENTRY @ EACH SUCCESSIVE BUCK 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WINDOW MANUFACTURER'S SPECS SCALE: 3/4" =1'-0" NAIL SCAB TO TOP CHORD WITH (4) 0.131" x 3 1/4" NAILS ADD 2x4 VERTICAL SCAB IN EACH TRUSS IF NO WEB IS PRESENT (3) 0.131" x 3 1/4" NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO PLATE WITH (3) 0.131" x 3 1/4" TOE NAILS 2x4 BLOCKING BETWEEN TRUSSES TOENAILED TO DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. TRUSS (AS NOTED) DBL TOP PLATE FRAMED WALL W01 CONNECTION OF PERP. 0 U SCALE' 3/4" =1'-0" _ --- LO LO STRUCTURAL SHEATHING W M 1—Or CLIP EACH TRUSS - SEE Q O co ROOF PLAN FOR TYPE UJI FRAME OUT TO BLOCK EDGE - --- ----- a p Z = (2) 2x TOP PLATE LU (2) 2x #2 SYP wZ WBEAM SEE PLAN FOR SIZE W O 2x4 SPF #2 KNEE WALL 0 a O ITH STUDS @ 16" O.C. U _ w/STRUCTURAL In Z 2x PT BOTTOM �u W PLATE I SHEATHING FROM TOP Z (� OF WALL TO BOTTOM OF 0 W U �p WALL. ATTACHED PER p PRECAST NAILING SCHEDULE m w LU LINTEL OR OTHERWISE SP2 CLIPS Q C]r CL KNOCK OUT AT TOP AND SP1 CLIPS ❑ O W COURSE AT BASE ARE REQUIRED 0 u7 1/2"x8" ANCHOR BOLT L aLU MASONRY OR TITEN HD @ 32" O.C. o WALL - & 6" FROM EACH END N j uJ LLI N 'FO KNEEWALL AT ENTRY 0ry O SCALE: 3/4" =1'-0" U) z O w U) �y�jjJ11lritiiir CL o 0 0f It PROVIDE STANDARD HOOK "®•'•�o►�Ln Lu Z Z (1) #5 IN TIE BEAM tt,V • • r; __ 0 — — — — — — — — — — — — — o J II I (1) #5 BAR IN PRECAST LINTEL BE GROUT FILLED C SEE PLAN [ L C NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES C 4�D01 VERTICAL REINFORCING DETAIL SCALE: 3/4" =1'-0" F EARWALL TO TRUSS is F ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE a G PRECAST LINTEL, TYP. s ROOF SHINGLES: ROOF TILES: NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING L RECESS WHEN REQ'D -- SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES TOP TO ALLOW CONT. 2X4 /r FRAMING DETAILS FORDTL. BLOCKING AROUND CURVE. / ADDITONAL INFORMATION GLUED AND NAILED AT 6 O.C. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS MASONRY WALL 2 SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) C SEE PLAN MIN. 2 TAPCON ANCHORS I ) j c h NAILS (TYP.) (2) LAYERS OF 3/4" CDX PLYWOOD A (2) #5's VERTICAL IN J _ .—!1_____H ___ co w J W Z L� GROUT FILLED CELL LINTEL r'" ^, "�,,,��� ,/� W 0 H~ . w (1) #5 VERTICAL IN g z -110 _ 2x w/ (2) 16d� TOE NAiI_S - 2X8 W/ S2) 16d 0 7/16" O.S.B. p A e W LU TOE NAILS EA. GROUT FILLED CELL (IF a G-90 GALV. COATING END - 2x4 SPF CONT. NOTE: r % " r rfr r%'� REQ'D PER PLAN) L BLOCKING ATTACH 2X4 SPF CONT. O.S.B. w/ (2) - ENTIRE COLUMN TO BLOCKING ATTACH TO c BE GROUT FILLED C SEE PLAN [ L C NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES C 4�D01 VERTICAL REINFORCING DETAIL SCALE: 3/4" =1'-0" F EARWALL TO TRUSS is F ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE a G PRECAST LINTEL, TYP. s ROOF SHINGLES: ROOF TILES: NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING L RECESS WHEN REQ'D -- SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES TOP TO ALLOW CONT. 2X4 /r FRAMING DETAILS FORDTL. BLOCKING AROUND CURVE. / ADDITONAL INFORMATION GLUED AND NAILED AT 6 O.C. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS MASONRY WALL 2 SECURE w/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE 1) C TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C TIE -BEAM w/ (1) #5 C MF01ARCH WINDOW FRAMING DET. Fol DORMER FRAMING & BOTTOM BELOW AND CONNECTw/HTS20@32" SOLID D O O.C. CONT. GROUT WOOD FRAME &CMU SCALE: 1/2"=1'-0" " ' PLATE CONN. DETAIL SCALE: 3/4=1-0" PRECAST CONC. OR POWERS REFER TO ELEV. L U)= STEEL SILL TYP. @ ALL FOR OVERHANG w WINDOWS WINDOW PER IF A/C IS SUSPENDED FROM TOP F FLOOR PLAN c PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING �� F CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED ATTACHMENTS SUPPLIED BY A/C 12 (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S SEE 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON h PLAN �. " " STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING 24" O.C. L TOP OF CHIMNEY SHALL BE A MINIMUM @ OF 2'-0" ABOVE A POINT WITHIN 10'-0" 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF � �I�;m � I. 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING L SHOWN FOR CLARITY CONC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS r— — — PLAN FOR MORE � [ TO BOTTOM CHID & (3) 10d + ;' 2x4 #2 SYP RAT RUN BRACING (AT 45') W/ INFO NAILS TO TOP CHORD + 3) 12d NAILS TO RAT TOP AND BOTTOM MIN I I ( MAIN FLOOR F i (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE — I9.' ELEV 0'-0" -- (4) 16d COMMONS NAILED @EACH ENG LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" h LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE DISPOSAL BY A/C GALV. FLASHING + * TO EACH TRUSS. TYP I I SUPPLIER + EACH SIDE CONNECTION TO BE I- gulLUi 2X4 BLOCKING W/ (2) 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED I— _ _ _ _ _ _ _ _ _ _ SUPPLIED BY A/C I h tic + TO VERTICAL 2X4's STANDARD TRUSS COMPANY I_ COMMONS END NAILED TO S�SNFORt) C VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1 C FOR FTG DETAILS"` F BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ EDPSON A34 OR LUS24-2 EACH � ,� rcm01 CHIMNEY PRE-ENGINEERED TRUSS (TB01 A/C IN TRUSS4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. wo i 04 J Z 0 0 M LP U O Q SEE PLAN MIN. 2 TAPCON ANCHORS PER ) j 2X8 h NAILS (TYP.) (2) LAYERS OF 3/4" CDX PLYWOOD A �< j1 Z J _ .—!1_____H ___ J W Z L� -- HEADER PER 1 LOCATION LINTEL r'" ^, "�,,,��� ,/� W 0 H~ . w 26 (SEE'. PLAN) z -110 _ 2x w/ (2) 16d� TOE NAiI_S - 2X8 W/ S2) 16d 0 7/16" O.S.B. p A e W LU TOE NAILS EA. EA. SIDE 1. G-90 GALV. COATING END - 2x4 SPF CONT. NOTE: r % " r rfr r%'� a 2X BLK'G. TO BLOCKING ATTACH 2X4 SPF CONT. O.S.B. w/ (2) - TO 7/16" OSB w/ (2) BLOCKING ATTACH TO 8d EACH END 7/16" OSB W/ (2) 8d NAILS 0 3. REGULAR POLYESTER 7/16" OSB EA. SIDE, W/ 7/16" OSB EACH SIDE, USED ILO. CURVED TRUSS O.C.E' TO w/ 6d NAILS @ 16" O.C. DENAIL SIdAILS & TOP END VIEW F TO SIDE & TOP NAILER 2X BUCKS, SEE + MD04FOR MORE INFO. Ili V ] TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C TIE -BEAM w/ (1) #5 C MF01ARCH WINDOW FRAMING DET. Fol DORMER FRAMING & BOTTOM BELOW AND CONNECTw/HTS20@32" SOLID D O O.C. CONT. GROUT WOOD FRAME &CMU SCALE: 1/2"=1'-0" " ' PLATE CONN. DETAIL SCALE: 3/4=1-0" PRECAST CONC. OR POWERS REFER TO ELEV. L U)= STEEL SILL TYP. @ ALL FOR OVERHANG w WINDOWS WINDOW PER IF A/C IS SUSPENDED FROM TOP F FLOOR PLAN c PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING �� F CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED ATTACHMENTS SUPPLIED BY A/C 12 (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S SEE 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON h PLAN �. " " STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING 24" O.C. L TOP OF CHIMNEY SHALL BE A MINIMUM @ OF 2'-0" ABOVE A POINT WITHIN 10'-0" 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF � �I�;m � I. 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING L SHOWN FOR CLARITY CONC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS r— — — PLAN FOR MORE � [ TO BOTTOM CHID & (3) 10d + ;' 2x4 #2 SYP RAT RUN BRACING (AT 45') W/ INFO NAILS TO TOP CHORD + 3) 12d NAILS TO RAT TOP AND BOTTOM MIN I I ( MAIN FLOOR F i (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE — I9.' ELEV 0'-0" -- (4) 16d COMMONS NAILED @EACH ENG LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" h LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE DISPOSAL BY A/C GALV. FLASHING + * TO EACH TRUSS. TYP I I SUPPLIER + EACH SIDE CONNECTION TO BE I- gulLUi 2X4 BLOCKING W/ (2) 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED I— _ _ _ _ _ _ _ _ _ _ SUPPLIED BY A/C I h tic + TO VERTICAL 2X4's STANDARD TRUSS COMPANY I_ COMMONS END NAILED TO S�SNFORt) C VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1 C FOR FTG DETAILS"` F BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ EDPSON A34 OR LUS24-2 EACH � ,� rcm01 CHIMNEY PRE-ENGINEERED TRUSS (TB01 A/C IN TRUSS4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. wo i 04 J Z 0 0 M LP U O Q ir 11 (3) 16d COMMON -- ) j 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING h NAILS (TYP.) (2) LAYERS OF 3/4" CDX PLYWOOD A �< j1 Z J _ .—!1_____H ___ J W Z L� -- HEADER PER 1 LOCATION GLUED AND NAILED AT 6" O.C. r'" ^, "�,,,��� ,/� W 0 H~ . w 26 GA. GALV. FLASHING: z -110 _ 2x w/ (2) 16d� TOE NAiI_S STAGGERED (TYP. ARCHED RAFTER), p A e W LU EACH END 1. G-90 GALV. COATING L - 2x4 SPF CONT. NOTE: r % " r rfr r%'� a BLOCKING ATTACH 2. MEETS ASTM A527 TO 7/16" OSB w/ (2) PRE -ENG. COMMON TRUSSES MAY BE f, ;! ,y;A '% „%r ,'� 8d NAILS 0 3. REGULAR POLYESTER F 7/16" OSB EACH SIDE, USED ILO. CURVED TRUSS w/ 6d NAILS @ 16" O.C. 4. 1.0/0.5 MIL w/ PRIMER5. F TO SIDE & TOP NAILER W) + 2x BUCKS, ] MIN. THICK0.0187 HEADER (SEE 'r 'rrr TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C TIE -BEAM w/ (1) #5 C MF01ARCH WINDOW FRAMING DET. Fol DORMER FRAMING & BOTTOM BELOW AND CONNECTw/HTS20@32" SOLID D O O.C. CONT. GROUT WOOD FRAME &CMU SCALE: 1/2"=1'-0" " ' PLATE CONN. DETAIL SCALE: 3/4=1-0" PRECAST CONC. OR POWERS REFER TO ELEV. L U)= STEEL SILL TYP. @ ALL FOR OVERHANG w WINDOWS WINDOW PER IF A/C IS SUSPENDED FROM TOP F FLOOR PLAN c PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING �� F CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED ATTACHMENTS SUPPLIED BY A/C 12 (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S SEE 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON h PLAN �. " " STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING 24" O.C. L TOP OF CHIMNEY SHALL BE A MINIMUM @ OF 2'-0" ABOVE A POINT WITHIN 10'-0" 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF � �I�;m � I. 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING L SHOWN FOR CLARITY CONC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS r— — — PLAN FOR MORE � [ TO BOTTOM CHID & (3) 10d + ;' 2x4 #2 SYP RAT RUN BRACING (AT 45') W/ INFO NAILS TO TOP CHORD + 3) 12d NAILS TO RAT TOP AND BOTTOM MIN I I ( MAIN FLOOR F i (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE — I9.' ELEV 0'-0" -- (4) 16d COMMONS NAILED @EACH ENG LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" h LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE DISPOSAL BY A/C GALV. FLASHING + * TO EACH TRUSS. TYP I I SUPPLIER + EACH SIDE CONNECTION TO BE I- gulLUi 2X4 BLOCKING W/ (2) 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED I— _ _ _ _ _ _ _ _ _ _ SUPPLIED BY A/C I h tic + TO VERTICAL 2X4's STANDARD TRUSS COMPANY I_ COMMONS END NAILED TO S�SNFORt) C VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1 C FOR FTG DETAILS"` F BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ EDPSON A34 OR LUS24-2 EACH � ,� rcm01 CHIMNEY PRE-ENGINEERED TRUSS (TB01 A/C IN TRUSS4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. wo i 04 J Z 0 0 M LP U O Q ) j 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING h (2) LAYERS OF 3/4" CDX PLYWOOD A �< j1 Z J _ J W Z L� GLUED AND NAILED AT 6" O.C. r'" ^, "�,,,��� ,/� W 0 H~ . w 26 GA. GALV. FLASHING: z -110 STAGGERED (TYP. ARCHED RAFTER), p A e W LU c 1. G-90 GALV. COATING L � NOTE: r % " r rfr r%'� a 102 2. MEETS ASTM A527 PRE -ENG. COMMON TRUSSES MAY BE f, ;! ,y;A '% „%r ,'� n 0 3. REGULAR POLYESTER F USED ILO. CURVED TRUSS 4. 1.0/0.5 MIL w/ PRIMER5. F 0 W) + ] MIN. THICK0.0187 HEADER (SEE 'r 'rrr C ZJ0 6. CHROMATENESS TR ATMENTN PLAN) SEE FRONT ELEVATION "' '�� LLI L 0 FOR WINDOW TYPE ,rr' LO 0 HURRICANE ANCHOR AT EACH 1 0000 W) TRUSS (REFER TO ROOF PLAN) — 7/16" O.S.B. '' -✓ �' r NOTE: ROOF SHEATHING MUST � f�Nm EA. SIDE NOTE: USE SIMPSON H3, �;° 'r�� BE APPLIED AND FASTENED TO O 2X STUDS @ 16" O.C. FOR KNEE WALL ' H4 OR H5 AT EACH END �� , ' , �. PRE ENGINEERED ROOF BASE TRUSS PER PLANS BEFORE a O „ LSTA18 @ 32 O.C. STUD TO PRE -ENG lI it ,I 0 ELEVATION VARIESgL Q0= TOP OF MASONRY 2X BLK'G. TO O.S.B. (T)- ,% OF TRUSS/RAFTER �' / TRUSS BELOW DORMER FRAMING IS INSTALLED. 'r �r TRUSS, SLIT ROOF SHEATHING FOR 8d EACH END (TYPICAL) i r �0 STRAP PRE -ENG. WD a. ALUM. DRIP EDGE L 2X4 WD STUD CRIPPLE 00 C STRUCTURAL ENG: AT 16"O.C. cO CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA END VIEW 2x4 PLATES OVER ROOF 'r %. ,' CC PLAN �. JOB No. DECK -SEE DETAIL BELOW �-'' TM - 2140852 SCALE: R-30 INSULATION AS INDICATED VENTED ALUM. SOFFIT _ FOR FASTENING SPECS DOUBLE TOP PLATE t� O1/2" PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO TOP CHORDS OF DRYWALL TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE C TIE -BEAM w/ (1) #5 C MF01ARCH WINDOW FRAMING DET. Fol DORMER FRAMING & BOTTOM BELOW AND CONNECTw/HTS20@32" SOLID D O O.C. CONT. GROUT WOOD FRAME &CMU SCALE: 1/2"=1'-0" " ' PLATE CONN. DETAIL SCALE: 3/4=1-0" PRECAST CONC. OR POWERS REFER TO ELEV. L U)= STEEL SILL TYP. @ ALL FOR OVERHANG w WINDOWS WINDOW PER IF A/C IS SUSPENDED FROM TOP F FLOOR PLAN c PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING �� F CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED ATTACHMENTS SUPPLIED BY A/C 12 (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S SEE 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, SPEC.'S COMPANY BARRIER W/ R4.1 INSUL. 1/2" MIN. THK. ON h PLAN �. " " STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES FURRING 24" O.C. L TOP OF CHIMNEY SHALL BE A MINIMUM @ OF 2'-0" ABOVE A POINT WITHIN 10'-0" 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" O.C. IN FIELD TRUSS WEBS NOT VERT REINF. BEYOND OF THE NEAREST ROOF � �I�;m � I. 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING L SHOWN FOR CLARITY CONC. SLAB - 8x8x16 CONC BLOCK 2X4 VERTICAL @24" O.C. SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS — — — — — — — — 2x4 #2 SYP CROSS r— — — PLAN FOR MORE � [ TO BOTTOM CHID & (3) 10d + ;' 2x4 #2 SYP RAT RUN BRACING (AT 45') W/ INFO NAILS TO TOP CHORD + 3) 12d NAILS TO RAT TOP AND BOTTOM MIN I I ( MAIN FLOOR F i (2) BAYS PAST A/C I A/C UNIT AND PAN I RUNS. TYP EACH SIDE — I9.' ELEV 0'-0" -- (4) 16d COMMONS NAILED @EACH ENG LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" h LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE DISPOSAL BY A/C GALV. FLASHING + * TO EACH TRUSS. TYP I I SUPPLIER + EACH SIDE CONNECTION TO BE I- gulLUi 2X4 BLOCKING W/ (2) 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED I— _ _ _ _ _ _ _ _ _ _ SUPPLIED BY A/C I h tic + TO VERTICAL 2X4's STANDARD TRUSS COMPANY I_ COMMONS END NAILED TO S�SNFORt) C VERTICAL 2X4's BOTTOM CHORD SEE SHEET SD1 C FOR FTG DETAILS"` F BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ EDPSON A34 OR LUS24-2 EACH � ,� rcm01 CHIMNEY PRE-ENGINEERED TRUSS (TB01 A/C IN TRUSS4so TYPICAL WALL SECTION FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -SINGLE STORY SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. wo i 04 J Z 0 0 M LP U O Q ) ) j Z�B.r W Cs33i j� 06 Z i Si I W �< j1 Z J _ J W Z L� W 0 H~ . w Z W z -110 V W LU � m 102 ) v J � m 0 11 0 W) ] C ZJ0 0 LLI > � 0 LO 0 1 0000 W) � f�Nm 0 � V LULU 0 Q0= ,-) �0 00 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: LA QC CHECK CC JOB No. TM - 2140852 SCALE: AS INDICATED DATE: 01/29/2015 SD2 SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE - TRANSITION FROM TOP PLT, TO GABLE TRUSS 2x4 OUTLOOKERS @ 24"o.c. MAX. NO BRACE REQUIRED 2X4 BLOCKING@EA. OUTLOOKER 2'-0" A (ROOF SHEATHING SPAN 70 BE 2'-0" MAX.) END NAIL W/(2)16d NAILS EA. END 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. w/ (2) 12d END NAILS @ EACH END 2x4 BLOCKING 2 12d NAILS, TOENAILED @ EACH END.AT 24" O.C. (2) 16d TOE NAILS BRACE TO LEDGER ROOF SHEATHING PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d 9'-4" < H.414'-0" W I -- Q 0 - In M 0 N d LO r r M 0 REQUIRED SEE - ---._.. - TOP PLATE & NAILED TO - = BEAM PER PLAN DBL. 2x4 TOP PLT T SHEATHING PER 2'-0" MAX. (2)16d NAILS PLT. TO STUD TOP & 113OTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS 'Rh 2X4 LEDGER w/ 2 10d NAILS O @ EACH WEB NAILS INTO TOP PLATE Q I- 10d COMMON NAILS � DOUBLE 2x SYP #2 w/ 1/2 0 L @ 6" O.C. I I FLITCH PLATE HEADER (U.N.O.), 0 00 00 0 PLAN ATTACH PER NAILING SCHEDULE ATTACH JAMB STUDS I SIMPSON H-10(TYP.) :- Z GABLE O CONNECTION INFORMATION Z N VERTICAL I - FASTEN SIDE WALL DTC CLIP, (2) 8d NAILS INTO g DOUBLE TOP PLATE p O F- I REQUIRED FASTENED TO W ~ W -�— 2X4 BRACE IF STUD TYPICAL I (U.N.O.) I HEADER w/ (2) ROWS OF 12d LO W 0 0 SHEATHING PER 7 �2ND REQUIRED, SEE i MASONRY WALL 4 BLOCKING, (2) 1/4"x 2 3/4"a TAPCONS IN CMU. OR w EXTERIOR SHEATHING. cn W Z Z W OTHERWISE Q _ SIMPSON H -10A DIAGONALTO PLAN, END NAIL q OUTLOOKER NILS OR LINTEL SEE ;< SIMPSON META16 W ATTACH PER PLAN FROM I O A -A GABLE VERTICAL BRACING 1/2" THREADED ROD EACH SIDE OF HEADER Win U) W/(2)16d TO TRUSS DBL. 2X8 u� 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM p � O O EMBEDMENT INTO FOUNDATION ONLY E_ BEAM SIMPSON H10A @ BRG WALL LOCATIONS W/ UPLIFT W -STRUCT: LA TOP PLT. W/ 2 16d NAILS@EA. O 2x8 #2 SPF STUDS AT 16" O.C. O a- U DIAGONAL TO OUTLOOKER (� - H - TOP PLT. STD CONDITION @ CMU MASONRY WALL .� 2x8 #2 SYP PT. BASE PLATE W/ Z U OW W HOLD WALL DOWN 3-1/2' OR LINTEL SEE 1/2'x8' ANCHOR BOLT OR TITEN Q F- PRE -ENG. ROOF TRUSS 2T 8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH co W C.) BEAM CONNECTION FRAME WALL CONNECTION 1'-9" SHEATHING PER PLAN END m o w Uj MAX. ATTACH PER NAILING <(CL SCHEDULE VAULTED CONDITION CMU o a- W TEXTURED CEMTITUOUS FINISH, 7/8" MIN, THK. SIMPSON DTC, 2 O 8d NAILS � V � INTO BLOCKING, (4) 8d NAILS W o a W TO TOP PLATE - -- 1/2" x 8" J -BOLT @ 32" O.C. AND N 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & WASHER DTC CLIP, (2) 8d NAL INTO BLOCKING, (2) 1/4"x 2 3/4" w = H W (L N CEILING NAILER TAPCONS IN CMU. OR W SIMPSON A23 @ EACH AS REQ'D. CMU WALL BELOW TRUSS I TRUSS SIMPSON META16 O rF- BRACE TO PLATE Z rrrv1r11rri1/4' OLD MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING 24" O.C. a �S �d p: oPT 2X8 PLT.,1/2" GYP. BOARD i @ sa , R7 00 ON PT. FURRING i! STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. ° em®�®•ee® oo� (VNAILING DETAIL FOR FLASHING ®°®9'�""WCANT. FOR CLG. 1/2" J -BOLTS w/ TRUSS PER PLAN �,�+T� SURFACE O m 6" EMBED MIN. 6" TRUSS BOT. CHORD ( REQUIREMENTS (MSTA M -12's MAY a_ m a C �,S�.� Ln Z Z WASHER) MIN. A35 DIAGONAL TO BE USED AT ENDS WHERE HEIGHT IS ® Q WALL SHEATHING PER PLAN "° ; • FROM EACH END _ O LAY 2X4 BLOCKING OVER THE PROVIDE 16d AND 32" O.C. MAX._ e = LIMITED) ,� I """: � ` � � U LINTEL PER PLAN � TOP OF THE BOTTOM CHORD. /� ®Q 2x WALL, SEE PLAN ATTACH w/ 2 10d NAILS "� EACH TRUSS �' ®. , ''vJ S : _ NAILS GABLE END .' O @ • ; e ; ICS TRUSS TO 1 •oj,®• C, �1 Q PLT.@12" O.C. 2X TOP PLATE TO GABLE o'�, •es �� @wa J 0 MAX. END W/ 16dNAILS @6"OC. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL �` HGA10KT 32' O.C. NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS '� P �` @ FRAMING FOR FALSE - -- i/11�11/` r CMU WALL OR BEAM, IF REQ'D - MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM W aVIR LINTEL BELOW 2x4 STUDS @ 24" O.C. w/ TIE BEAM COURSE SINGLE BASE & TOP PLATE VERIFY IF CONTRACTOR TO FIELD VERIFY WHICH 4' w/PLYWOOD SHEATHING rGE04� GABLE END VAULTED F06 NON-BEARING WALL CLIP DETAIL 0 0 w/ (1) #5 CONT. FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR O _ � �� FOR ADDITIONAL INFO AS REQ'ID COVERING �� _ �_ �� V , IS REQ'D VAULTED CEILING SCALE: 3/4 -1 0 SCALE: 3/4 -1-0 P M CMU WALL CONNECTION CLEAR SPAN CONNECTIONt c 2X4 ATTACHED TO EA. GABLE W r.' r ri 2X4 BRACE WITH (2) 10d NAILS H a- U a 0' TO D?AGONAL3 FROM STRONGBACK (3 tf \ 2x6 COLLAR TIE HALF WAY UP *** 2X4 BLOCKS, (2)16d NAILS @ EA. HEIGHT OF VALLEY. FASTEN w/ (5) Zs NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE END. BLOCK ADJACENT BAYS@ 10d COMMON NAILS @ EACH END o BRACING EA. DIAGONAL AS SHOWN. • • • • (TYP.) O 0 ... �• FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 W I a m (GE01 GABLE END FLAT CEILING MID(4)BAYS((1>BAYAFTER RIDGEBOARDWITHA35ON CONTRACTOR TO FIELD VERIFY WHICH D ul CONDITION IS REQUIRED. CONTACT EOR BRACE IS'REQ'D) ONE SIDE OF RAFTER. I � 2X8 RIDGE � CONNECTION DETAIL SCALE: 3/4" =1'-0" FOR ADDITIONAL INFO AS REQ'D 2X6 ATTACH A35 ON ADJACENT I BOARD I / 10d COMMON NAILS @ 8" O.C. RAFTER TO OPPOSITE SIDE (AS SHOWN (5) 16d NAILS1'-4" MAX f- REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) Q V) Z BRACE TO SIZE OF O.H. PLATE THRU O.S.B SHEATHING Q J BLOCKING CONT. 2X4 (THICKNESS PER PLAN) TO �F`y a) PRE-ENGINEERED TRUSS BELOW WITH y LL W �... 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ���' Z 0 n \ 2X4'S @2411/0 PLATE TO TOP CHORD OF EACH TRUSS JP O 06 �. 2x4 DIAGONAL BRACE @ 48" BELOW U z Z O.C. TO 3RD BAY REQ'D w/ 24's @ 24" O.C. MAX. O -. REFER TO PLANS FOR \ \ STRONGBACK, SEE CHART y j �- EXACT SIZE OF O.H. FASTEN CONVENTIONAL 2x VALLEY RAFTER H (� 2x4 BLOCKS, (2) 16d NAILS @ EA. \ 1'-4"' MAX. (5) 16d NAILS- \ GABLE BRACING + FRAMING OR PRE-ENGINEERED VALLEY _ z END. BLOCK ADJACENT BAYS @ EA. BRACE TO O ( I- O DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING \ \ SEE CHART TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 U16 11 SHEATHING TO BLOCKS w/8d NAILS OR LSTA12 CONNECTORS ((5) 8d NAILS) AT @ 6 O.C. _ _ EACH RAFTER TO PLATE CONNECTION z W 7 Z y, CONT. 2X4 PROVIDE 2x4 BRACE TO ` � p EA. ADJ. DIAGONAL FASTENW TO DIAGONAL w/(2) 16d O NAILS. STRONGBACK IF C) SIMPSON H10A REQUIRED, SEE 0W (D DIAGONAL TO CHART Q W BLOCKING GABLE BRACING @ 48" O.C. NOT _ CF01 FIELD FRAMED p = BRACE TO LS 2X4'S @ 24" O.C. REQUIRED 6' FROM EAVES. A A VALLEY DETAIL SCALE: 3/4" = 1'-0" BLOCKING O CL 45'; 2 GABLE END SHEATHING FASTEN PE PLAN. GABLE END SHEATHIN NOTE: CONTRACTOR TO NAIL 1st KING O FASTEN PER PLAN. STUD INTO HEADER PER HEADER Z PROVIDE 2x4 BRACE TO ��_- SCHEDULE THEN ATTACHED O EA. ADJ. DIAGONAL FASTEN SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED Lj TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULEm NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT Z NAILING FLUSH AGAINST TOP PLATE ( 2 -ROWS 12d NAILS STAGGERED w 0 @ 12" O.C. EACH FACE OR _ r. WHEN STUD LENGTH IS I 3 -ROWS 12d NAILS STAGGERED (' GABLE BRACING @ 48" PRE ENG. TRUSS * I O.C. MAX. 45° FROM HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H GABLE BRACING (+ UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H::"= 7'-0" (1) 2X4 BRACE 7'-0" < H :!�— 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H.414'-0" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H X18'-8" STRONGBACK W/ (2) 2X4 BRACE NOTE:OpF OR 1lILD/ 0 QC CHECK: CC NiN PT BOTTOM PLATE e do W ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G X JOB No. TM - 2140852 SA^lO-_ . _---------- SCALE: AS INDICATED (GE03 GABLE END FLAT CEILING(GE02GABLE BRACING DATE: 01/29/2015 . „_ , „ C G , , F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE. 3/4 -1-0 DETAIL SCALE: 3/4 = 1-0' SCALE: 1/2" =1'-0" - D3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. LESS THAN 12 USE N @ 12" O.C. FOR 2x10 OR Z IIII- 2X4 BRACE IF LSTA30 STRAPS AT EACH I GREATER HEADER `� U) Z J 0 REQUIRED SEE STUD WRAPPED OVER I O -� TOP PLATE & NAILED TO = CHART. HEADER EACH SIDE w/ i I 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2 0 L @ 6" O.C. I I FLITCH PLATE HEADER (U.N.O.), 0 00 00 0 ATTACH JAMB STUDS I I SEE HEADER SCHEDULE FOR w 0 to 0 GABLE PER WF08/SD4 CONNECTION INFORMATION Z N VERTICAL I I FILLING AND BLOCKING AS )J 0 Z DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO W ~ W -�— 2X4 BRACE IF STUD TYPICAL I (U.N.O.) I HEADER w/ (2) ROWS OF 12d LO W 0 0 �2ND REQUIRED, SEE i @ 16" O.C. UNLESS NOTED I � Q = x CHART OTHERWISE Q _ 2x STUDS TYP. U a- A -A GABLE VERTICAL BRACING 1/2" THREADED ROD EACH SIDE OF HEADER Win U) (CENTERED TOP PLATE STRUCTURAL ENG CFG/BAD OR 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING. EMBEDMENT INTO FOUNDATION ONLY E_ @ BRG WALL LOCATIONS W/ UPLIFT W -STRUCT: LA NOTE:OpF OR 1lILD/ 0 QC CHECK: CC NiN PT BOTTOM PLATE e do W ALL GABLE BRACING IS TO BE SYP#2 OR BETTER G X JOB No. TM - 2140852 SA^lO-_ . _---------- SCALE: AS INDICATED (GE03 GABLE END FLAT CEILING(GE02GABLE BRACING DATE: 01/29/2015 . „_ , „ C G , , F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE. 3/4 -1-0 DETAIL SCALE: 3/4 = 1-0' SCALE: 1/2" =1'-0" - D3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. iI e 2x DBL. TOP O O @ SHEATHING PER In � 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" �5 v C� 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS 3" O.C. 3/8 X 4Y2' SIMPSON SDS SCREWS @ 16" O.C. MAX. PLATE BEYOND MIN. /32" SHEATHING w z PLAN •.� ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/2" o o Q O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. CONNECTION PER PLAN W M r SIMPSON SDS SCREWS @ 16" O.C. MAX. _ - — — _ _ _ — — — — w w , _ I-- O Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3 O.C. W/ 8d COMMON NAILS A -NAIL IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 IT �� TI IT— _7I °- � oI SPACING 0 O O LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. 16 I I II II ® NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS EXTERIOR WALL I I I I I I I O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 112 A 1/2" -0R TRUSS --__._-------- - — — — — @ 3" O.C. — — — 2X12 BOX HDR w/ 2x8's TOP & BOT., III I I I I I I WALL O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d • • FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 W SHEATHING TO 2X12 AT WALL TO BE FASTENED TO Q v> III I I I I I SPLICE, SEE -^ COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" 12 2x4 SYP #2 OR PRE-ENGINEERED PRECAST LINTEL w/ (2)ROWS STAGGERED z O ROOF TRUSSES 24" O.C. MAX. III OPENING I I I II SPLICE DETAIL. w w O7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. W _ SEE PLAN DESIGNED FOR SHINGLE ONLY III I 4 I I I MAX 1/8" SPACE _ U MEMBER IF GABLE END LINTEL SEE 0 � '7_1 _ III 3 it I II II II J } DOUBLE NAIL EDGE SPACING I � O z BETWEEN PLAN i w z W W ROOF SHEATHING ATTACHED PER PANELS NOTE: _O M NAILING SCHEDULE III TYP III I I I I I I I W 00 EXTERIOR SHEATHING i i O III AROUND III I I I I I 2x STUDS BEYOND, � _j 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT p O V OPENING SEE PLAN FOR = w RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT TRANSOM SIMPSON III III I I I I( I I O q w STUD i SLOPE AS REQ'D 4 10d NAILS FOR CONV. MORE INFO F- z O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE i i (0 W H3 CLIP O III _r 1— __ _..rl_ -III I II II II W = � � BETWEEN EXTERIOR PLAN z V IW— FRAMED MEMBERS ONLY i III I I I I I I I I C¢ W � SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING i W LU U III III I I I I I I I I © w 0 �- 2X6 P.T. SYP. #2 CONT. w/ (2) 2x4 SYP #2 OR I J z � O STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS GYPSUM i O FASCIA PER COMMUNITY SPECS cn U) m 1/4" X 4" TAPCONS @ 16" O.C. o0 0 J PRE-ENGINEERED ROOF L — _-11= ILL L� _ _ �L �� O U_ REQUIRED BETWEEN STUDS. WALLBOARD W 0- cv � JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY a �TRUSSES 24" O.C. MAX. 11--i — — - - -- — _- — — — — — — — O w 0 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ FLOOR SYSTEM (D 1/8" GAP PLAN • Q W (2) 1/4" X 4Y2' SIMPSON SDS SCREWS @ 16" O.C. MAX. - — — - - — -- — - — — — — — - LL NAILING PER O C0 4'-0" MAX SCHEDULE PKT SGD J V ATTACH TO GABLE END STUDS W/ (2) 114" X 3/2" W W SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2x BOTTOM PLATE 2X4 BLOCKING ATTACH PER MANUF. SPEC'S _ o BEYOND SEE PLAN 2X8 P.T. SYP. #2 TOP & a _ - BOTTOM w/ 10d NAILS @ IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 PLACED FLATWISE o LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. OPENING 51ZE SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS w EACH END CV (SDO1 SHED ROOF DETAIL AF`1'�EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET o SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SGD W/ TRANSOM SCALE: 3/4" =1'-0" �y11i111111/0�,� W o NOTES: ;, 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ++LO a 2 ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + Z Z 0 NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) � " �� PIPE OR DUCT W/ PENETRATION PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE 2 2x4 s EDGE DISTANCE 2x4 #2 SYP BLOCKING W A� `" a PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 . OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. - O ® ® V PLATE WIDTH INSTALL SIMPSON TO BLOCK OUT TOP PLATE 24' O.C. w/ 3 12d o® C,''•� s"+ Q 2 ROWS 10d 3" O.C. PER SEE TRUSS PLAN ®o®® @ ATTACH W/ (2) 10d NAZI S O.C. NAILS @ EA. END ® .� Q� FOR MORE INFO @ O � PSPN516Z W/ (12) 16d NAILS TYP. 2" EDGE 3' EDGE 5" EDGE ALONG w/ O TOP &BOT. , (SOLID BLOCK w/ '2x61 CONNECTORS ® `�\ ��`�'® � � � z 10d x 3" S�rl pli DOUBLE 10d @ 3" O.C. 2x4 STUDS PER — \ -DOUBLE 2X4 TOP Pi ATE w + +++ + + ° FRAMING PLAN \ 10d x 3" +<, \, TOP SPLICE COMMON o O 2x8 #2 SPF VERTICAL @ w a o o O w z 4.. 4 24" O.C. w/ EXTERIOR d ;, „ z z z z U SHEATHING & 4 12d W 3' w w v �, Q ¢ 2x4 #2 SYP P.T. @EACH TRUSS w/ O O MSN a �- n- (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O sr8 in 'n 5' 4 1 /2" w U • MiN 1Odx3' - O p � o TOENAILS INTO OTHER TRUSS 2x8 w/ 2 10d NAILS 1` 2x4 BEYOND AGAINST — - COMMON W @ a uw JJ,� N � � EACH VERTICAL z �'°'' ` m 2x8 STUDS „ N aS ` Ca Odx3 TOP SPLICE COMMON z z O TRANSOM BETWEEN LINTELS ILL! r: ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP — / \\ z OPP. SIDE a LINTEL I FOUj SEE PLAN R SLOPE AS REQ'D a U c O' U U o U H z PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I I I cn I I z .0 DOUBLE 2X8 _ _ _ � 10d x 3 z o EA. SIDE TYP. AT ALL EA. SIDE TYP. AT ALL - 4 - OPP. SIDE ) ) ,. TOP PLATE a `�' �' = 2x6 #2 SYP P;T. CONT. wl (2) U • •._ � EXTERIOR CONDITIONS EXTERIOR CONDITIONS 1'' � 1/4" x 3 1/2" TAPCONS @ 12" I ' 2x8 ST UDS PER 10d x 3 d C FRAMING PL.A.N T COMMONd 01 O.C. SPACED EVENLY O � BOTTOM SPLICE OPP. SIDE— DISTANCE PER PKT. SGD • VERTICALLY z0 z 44 OVER STUD TOP PLATE TRANSITION DETAIL 2x6 - ATTACHMENT BY BUILDER j Z O Q (2) 2X4's (2) 2X6's (2) 2X8's —2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS FO TIP. BRG WALL TOP PLATE SPLICE STAGGERED. OUTSIDE NAILS NAILED AT8"ac. OUTSIDE 2x5 a SCALE: 3/4"=,'-o" Lj WFO 2X BUILT-UP STUD (3) or (4) 2x COLUMN PS02 SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" U SLIDER STRUCTURAL SHEATHING ���� SEE R`)OF SHEATHING; 2 2x TOP PLATE z ATTACHED PER NAILING �� PLAN __. -- -.- N/',IL PER PLAN O xxxx < I U' Uj o SCHEDULE ��., --- - C)C)UBLE TOP PLATE - z 0 �_ (2) 2x BUILT-UP COL. r- _ SMPSON SP4 OR P 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O °� T ;=' S 2 @EACH STUD ' 1 ' 2x4 #2 SYP CONT. w/ (2) 16d �< z NAILS @ EACH END BLOCKING @ Q W 0 COMMON NAILS EACH STUD OR-'�<: g 24" O.C.w/ (2) UO z TRUSS MEMBER, TYP. (MAX.24 / I w SIMPSQN LSTA30 w/ 16d END NAILS J O.C.). IF MASONRY, USE (2) 1/4" PRE-ENGINEERED —� , �) w (22) 10d NAILS (ALL CORNER J ROOF TRUSS - SEE1 CONDITIONS STRAP EACH END TAPCONS w/ MIN. 2 I , - EXT ERIOR SHEATHING @ FRAMING PLAN FOR �' - AROUND TALLER STUD) H EMBEDMENT 24" O.C. SPACING I NAI;. PE It PLAN z • / �� IRE-EN61NEERED ROOF TRUSS ~ IJP UO SEE PLAN FOR - SEE FLOOR PLAN FOR TRUSS OR ROOF SYSTEM i� � ,.7FE FR��MING PLAN FOR SPACING � b; W W Q �. MORE BRG. WALL INFO CONNECTION -- �._I / 1L. xXxX Z LLQ F- i- WOOD/MASONRY WALL OR TRUSS, z J z 2X BRG WALL, SEE PLAN _ , 1 / i (2) 2x TOP PLATE 4 O SEE PLAN FOR STUD SIZE & SPACING, 2X8 #2 SPF VERTICAL @ 24 O.C. DOUBLE 2x BLOCKING w/ MIN W/ EXTERIOR SHEATHING 1- MIN (2) 2x UNDER GIRDER j' % (4) 12d NAILS @ EACH END SEE WF06/SD3 ATTACHED PER NAILING OU TRUSS U.N.O. i / F- � i-% � ..� FOR MORE U �•/ LDO2 LEDGER AT LOW ROOF SCHEDULE END (4) 12d NAILS a LU SIMPSON LS1A24 --� / INFOR d @ TOP & BOTTOM z LL.I SCALE: 3/4 -1-0 EACH STUD -.__..� ___--_. o = 2X BRG WALL, SEE PLAN -- 44 2X8 w/ (2) 10d NAILS LU FOR STUD SIZE & SPACING. \ LINTEL SEE @ EACH VERTICAL 0 MIN (2) 2X UNDER GIRDER ATTACH 2x TO BUILT-UP TRUSS U.N.O. \ SEE PLAN FOR w/ (2) ROWS OF 10d NAILS PLAN j. PKT SGD PT POST (AS NOTED) CONNECTION ATTACHEDMENT z CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET O k I IS INSTALLED OT REQU REDTHE SHORT SPAN STRAP IS F 1 SECTION AT DOUBLE BEARING F 1 WALL STEP BEARING PS03 SECTION AT POCKET z m EXTERIOR BEAM AS NOTED SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" � z HTS20 CLIP FROM POST TO BEAM FRAME WALL SLIDER = O LAP BEAM PLYS AND NAIL AS SHOWN �� z Z ~ (5) 0.131 x 3 1/4 NAILS PER PLY a Z J p HTS20 CLIP FROM POST TO BEAM 2c _ (O/� J W EXTERIOR BEAM AS NOTED' <F T — ROOF SHEATHING, o �FR�gpT ROOF SHEATHING, , PLAN VIEW @TOP OF POST R�S� / FASTEN PER PLAN RISS FASTEN PER PLAN O000 (� 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE 0 LO PT POST (AS NOTED) / + + OF ROOF SHEATHING m MAX. w/ SIMPSON H4 TO MAX: w/ SIMPSON H4 TO LEDGER LEDGER + + 0 W PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + O V J W Z — ABU POST i NAILS AT JOINT NAILS AT JOINT W �" BASE (AS NOTED) 10d NAILS @ 4" O.C. -- 10d NAILS @ 4" O.C. —. 2X6 FACIA 2X6 FACIA Q _ Y a PER -ENG TRUSSES --� PER -ENG TRUSSES - SEE TRUSS PLAN FOR 5/8" THREADED ROD w/ 2x8 #2 SPF VERTICAL @ U LL o' PER PLAN _ PER PLAN MORE INFO AND ° NUT SET IN ADHESIVE ' SP4 TO EACH OVERHANG 24 O.C. w/ EXTERIOR o \ CONNECTION SHEATHING ATTACHED � TRUSS CONNECTION -- --- --- (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS Ifill a° PER NAILING SCHEDULE � STRUCTURAL ENG: CFG /BAD PER PLAN TO LEDGER PER PLAN TO LEDGER & (4) 12d NAILS EACH _Q DRAFTING: SEE FOUNDATION _ --- 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER I— \ / PLAN FOR ADDITIONAL - T 1 /4"X4" TAPCONS a STRUCT: LA CMU WALL PFR PLAN 2x FRAME WALL PER PLAN z @ 16d NAILS @ 16" O.C. LINTEL SEE PLAN • W - \ INFO �.. u 12" O.C. QC CHECK: CC \ .1 / � O A' D I � I � � n n' I , n I n � I � O � D I � � O A' C � n n n C �� � � PKT SGD ATTACHMENT 2x8 w/ (2) 10d NAILS @ p��1ILD iiyG, � JOB No. TM - 2140852 I V � V 9 lJ V V /"1 L 1 V r /"1I V I G _.. @ BY BUILDER EACH VERTICAL SCALE: AS INDICATED SIDE VIEW @ BASE OF POST DATE: 01/29/2015 NOT USEDTI NAT S. .D. , CD01 CORNER COLUMN FRAMING F11 TRUSS SCAB DETAIL rPSO4� SECTION G SCALE: 3/4" =1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" 1 5 2 9 5 D4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2x STUDS @ 16" U.G. SEE PLAN - - -. SHEATHING PER PLAN \ 2x4 #2 SYP BLOCKING ATTACH PER NAILING --EXT. FINISH SEE 1/2" GYP. BOARD SHEATHING PER PLAN PRE-ENGINEERED F @ 48" O.C. W/ (2) 12d SCHEDULE \ WALL ATTACH PER NAILING 3/4" SHEATHING TYP. 2x4 BOTTOM PLATE TRUSS - SEE FRAMI TOENAILS EACH END SCHEDULE 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ FOR LOCATION & SF SYSTEM 42 FLOOR---- LOOR- (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO 2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING RIBBON BOARD WITH (2) 2x4 #2 SYP ANGLE AT 12" O.C. AGAINST TRUSS MAX. SCHEDULE ROWS 8d NAILS @ 3" O.C. VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR -- O 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP -SEE W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, TO EACH TRUSS SIMPSO FRAMING PLAN FOR END STUDS @ 16" O.C. W/ (2) 16d META16 AT CONNECTIONS NAILS @ EACH END SEE SYS. 42 FLOOR CONNECTOR SCHEDULE FOR TRUSSES @ 24" CONNECTION O.C. (MAX)oe—O.S.B. TO OVERLAP SILL 1 1/4" 1/2" GYP. CLG BD OR 1�:PLATE (MIN.) (2) 5/8" TYPE "X" WHEN 8d NAILS @ 3" O.C. WALL IN GARAGE SHEATHING TO BOTTOM PLATE 8" CMU WALL 2X4 PT SILL PLT. IF KNEEWALL NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. S1 2 -STORY CONNECTION @ PARALLEL WALL SCALE: 3/4" =1'-0" @ PERP. WALL SCALE: 3/4"=V-0" CONTRACTOR TO PROVIDE ADEQUATE WATERPROOF ING NO CONCRTE SLAB PERMITTED ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN 5. MIN. THICKNESS 0.0187 IN. SHEATHING 6. CHROMATE TREATMENT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. R-30 INSULATION TRUSS STRAP SEE ROOF PLAN BEARING SEE PLAN ALUM. DRIP EDGE 1/2 CEILING GYP. BD. DBL. TOP PLATE 2x CONT. SUBFASCIA HDR. PER PLAN VENTED ALUM, SOFFIT z w a. w U) WINDOW AS SCHEDULED n BF001� SECTION AT BALCONY TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING - U.N.O. R-11 BATT INSULATION - SEE DETAILS ABOVE FOR MORE INFO. BEARING (2) 8d NAILS @,5 O.G. ----ENGINE FRED ATTACH SHEATHING TO SEE PLAN TRUSS IS NOT PRESENT .» \ � WALL. SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) MASONRY WALL SEE • SEE PLAN EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN LO SEE CONNE=CTOR PRE -CAST OR POWERS HANDRAIL BY OTHERS SEE PLAN FOR SIZE ' SCHEDULE FOR " REC F R TO PLAN FOR ATTACH RIBBON TO AND REQ'D # OF GYP. CLG. BD. CONNECTION ' EACH TRUSS w/ (4) STUDS _ -- 2x BOTTOM RIBBON- PROVIDE SOLID BLOCKING 16d NAILS UNDFR COLUMN ABOVE i 1/2" GYP. WALL BD. OVER -- OR BLOCKING (PT IF MASONRY WALL RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL SIMPSON SP4 w/ (6) 10d P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STF 811CMU 0 (10) 10d TO STUDS & (8) NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. TOP PLATE MIN. 3", THEN 2-1/4" TITEN SCREWS T 11 2 -STORY CONNECTION 4S 1 2 STORY WALL CONNECTION NTEL COURSE. USE 'A <. l SIMPSON MSTCM6 @ PERP. WALL SCALE: 3/4"=V-0" CONTRACTOR TO PROVIDE ADEQUATE WATERPROOF ING NO CONCRTE SLAB PERMITTED ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN 5. MIN. THICKNESS 0.0187 IN. SHEATHING 6. CHROMATE TREATMENT PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. R-30 INSULATION TRUSS STRAP SEE ROOF PLAN BEARING SEE PLAN ALUM. DRIP EDGE 1/2 CEILING GYP. BD. DBL. TOP PLATE 2x CONT. SUBFASCIA HDR. PER PLAN VENTED ALUM, SOFFIT z w a. w U) WINDOW AS SCHEDULED n BF001� SECTION AT BALCONY TEXTURED CEMTITUOUS FINISH, 7/8" MIN. THICKNESS MID -SPAN BLOCKING - U.N.O. R-11 BATT INSULATION - SEE DETAILS ABOVE FOR MORE INFO. BEARING PROVIDE BLOCKING \� "• ----ENGINE FRED TRUSS SEE PLAN TRUSS IS NOT PRESENT .» \ � LINTEL AS PER PLAN • • �� WD. HD. HT. MASONRY WALL SEE • SEE PLAN \ WINDOW AS SCHEDULED 0 REF [ R ? D ROOF PLAN LO FOR CONNECTIONS PRE -CAST OR POWERS HANDRAIL BY OTHERS STEEL SILL, TYPICAL In TEXTURED CEMTITUOUS REC F R TO PLAN FOR @ 2nd FLOOR SCALE: 3/4" =1'-0" BUILT-UP COLUMN INFO. FINISH, 1/2" MIN. I PRE ENG. FLOOR SYSTEM - ' THICKNESS ON CMU TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER _ VERT. #5 IN FILLED CELL MIN 2x4 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO 1/2" GYP. BD. 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" O.S.B. FASTEN PER PLAN FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS 1/2" GYP. BOARD ON 1x P.T. FURRING w/ R-4.1 FOIL INSULATION WOOD BASE BOARD 3-1/2" CONC. SLAB (2500 p.s.i.) w/ 6x6 10/10 W.W.M. OR FIBER REINF. CONC. ON 6 MIL. VAPOR BARRIER - SDI FOR FTG DETAILS ) 16d SINK @ CANTILEVER SCALE: 3/4" = 1'-0" (14R1/4' X/2210/4" TAPCO TRUSSES 20" TO 26" DE (IF TITENS ARE NOT IN I COURSE OR INTO FILLE USE 1/4" X 1 3/4" TITEN: SLOPE SCALE: 3/4" = V-0" i BAN-') JOIST & BLKG OR ; /L GIRDER - REF R TO PLAN FOR BUIL_ s -UP COLUMN INFO. BE/`,=ING WALL PER PLAN BE `(:.)ND COLUMNS / 1/2" 1.'LA. THREADED ROD WITHIN E;" FF -,M COLUMN - SEE rRG WALL-/ 2 -STORY WALL SEC! ION FOR MORE INFO. I - REFI R TO FOUNDATION PLAN FOR FTG. INFORMATION 3-1/2" CONC. SLAB I 1 ~ C �- - LEAN COMPACTED POISON TREATED FILL GIRDER TRUSS PI PLAN SEE TRU: LAYOUT I HANGER TRUSS 17) PLAN 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING \� "• ----ENGINE FRED TRUSS SHEATHING IS NOT TRUSS IS NOT PRESENT .» \ � CONTINUOUS TO BOTTOM OF • • �� FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE • TO INSTALL SIMPSON LSTA18 \ STRAPS FROM EA. STUD TO 0 REF [ R ? D ROOF PLAN LO FOR CONNECTIONS Z 0 HANDRAIL BY OTHERS N In v REC F R TO PLAN FOR @ 2nd FLOOR SCALE: 3/4" =1'-0" BUILT-UP COLUMN INFO. I - I PRE ENG. FLOOR SYSTEM - I IF NO FLOOR SYSTEM TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER INSJALL KNEEWALL & ' PROVIDE SOLID BLOCKING 11 UNDFR COLUMN ABOVE i i BAN-') JOIST & BLKG OR ; /L GIRDER - REF R TO PLAN FOR BUIL_ s -UP COLUMN INFO. BE/`,=ING WALL PER PLAN BE `(:.)ND COLUMNS / 1/2" 1.'LA. THREADED ROD WITHIN E;" FF -,M COLUMN - SEE rRG WALL-/ 2 -STORY WALL SEC! ION FOR MORE INFO. I - REFI R TO FOUNDATION PLAN FOR FTG. INFORMATION 3-1/2" CONC. SLAB I 1 ~ C �- - LEAN COMPACTED POISON TREATED FILL GIRDER TRUSS PI PLAN SEE TRU: LAYOUT I HANGER TRUSS 17) PLAN 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING \� "• FOR MORE INFO. IF BELOW JAMBS IF FLOOR SHEATHING IS NOT TRUSS IS NOT PRESENT .» \ � CONTINUOUS TO BOTTOM OF • • �� FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE • TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO STRAPS FROM EA. STUD TO 0 TRUSS LO SEE ARCH DWGS FOR TOPPING INFO Z 0 HANDRAIL BY OTHERS N In "SOGIRDER / COL. CONNECTION 4 DE PLYWOOD FLOOR DECKING ATTACHED PER @ 2nd FLOOR SCALE: 3/4" =1'-0" I I. NAILING SCHEDULE MAXS ONANGLE) W/ 22) 10d SLOPED BALCONY FLOOR @ HEADER TRUSS - SEE FRAMING PRE-ENGINEERED ROOF N TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR LUS46 TO LEDGER 0 FOR LOCATION & SPACING SEE WS11/SD5 FOR SIM. END CONDITION LINTEL PER PLAN TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS EQUALLY SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUN SEE PLAN FOR SIZE AND REQ'D # OF STUDS THING PER PLAN CH PER NAILING :DULE, -IN000S FROM )F TOP PLATE TO OM PLATE. @ 16" O.G. 3LE BOTTOM PLATE 5 TO EACH FLOOR 3S, SLIT FLOOR <ING TO DMODATE STRAP (1) SIMPSON LSTA30 STRAP W/ (11) 10d TC STUDS ABOVE PLATE U.N.O. C NOTE: \ H STRAPS CALLED OUT WITHIN THIS DETAIL ARE ONLY REQUIRED WHEN INDICATED AS SUCH ON\' THE STRUCTURAL PLANS OR WHEN THE ?�` SIMPSON LSTA30 w/ L STRUCTURAL SHEATHING ISNOT CONTINUOUS (11) 10d TO STUDS FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. F \ \ WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST F HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN C BEAM SEE PLAN < GIRDER / COL. CONNECTION 4SO HEADER CONNECTION C @ 2nd FL. HIGH BM. SCALE: 3/4"=V-0" @ 2nd FLOOR HIGH BEAM SCALE: 3/4"=,'-o" (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE 10d NAILS (2) SIMSON LSTA 18 STRAPS CENTERED @ (4) 2X STUDS FLOOR W/ (14) 40d NAILS (3) 2X STUDS ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. STANDARD CORNER A -A CALIFORNIA CORNER A -A NOTE: IF WOOD WALL OR BEAM BELOW CONTRACTOR TO INSTALL SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY (2) SIMPSON LSTA18 STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL MASONRY WALL ---- A 11 1 A TYPICAL WALL SECTION 2 -STORY COLUMN WALL TO FLOOR TRUSS4SO SECTION CORNER FRAMING AT7 SO SO S1 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" 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, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2X 2ND FLOOR STUDS SEE PLAN FOR MORE L INFO. [ L C C L /— SEE FLOOR FRAMING PLAN FOR FLOOR F SYSTEM INFO. F EXTERIOR SHEATHING FINISH W/ TOP OF MASONRY h ATTACHED PER NAILING SCHEDULE C f g�11Lf�� L 'yc [ F ] �• W 06 5 > i Z� i H 1 _ � U) v TLSTA30 STRAPHING Sh, SOLID<� t 0 LO LO CO Z 0 >� N In C W . W MAXS ONANGLE) W/ 22) 10d @ HEADER 1 F 1 17� 0 11 NAILS. BEND STRAP OVER FT SIMPSON SP4 w/ (6) 10d W �C j c Z 0 0 TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. F— O �- 'A <. l RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE < 04 O 0000 ] 04 STUDS/ HEADER U.N.O. ON PLAN OC In J Z 2 EXTERIOR SHEATHING FROM (2) 2X HEADER - SEE 2ND W i'a0 — ) O ' TOP OF WALL TO BOT. RIBBON, FLOOR PLAN FOR MIN. - -- - LU -- ---..--- _ -- --- STRUCTURAL ENG: CFG / BAD NAIL PER PLAN " HEADER SIZE & REQ'D � DRAFTING: (2) 2X SILL AT WINDOW w/ 2x / JAMB STUDS Q LA QC CHECK CC CRIPPLE STUDS AT EACH END / _- p TM- 2140852 2 SCALE: AS INDICATED r NAILED TO STUB PACK w/ 10d NAILS �- �' IF HEADER IS UPSET = @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: O F - DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOE NAILS (1) 2x SILL PLATE w/ (2) Lu Z W PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. 0 0WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS Uj 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THANp O a U 4' BUT LESS THAN 6' - 4FT (1) 2x SILL PLATE w/ DECKING PER FLOG (2) 10d TOENAILS. Z V W W NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & • OPENING LARGER THAN 0 U) Q W 4 1/4" X 2 1/4" TITENS IF FLOOR O 4FT (2) 2x SILL PLATE w/ W FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, "• A35 CLIPS EACH SIDE w/ 00 J FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON :: 2x CRIPPLES @ 16" O.C. m W LU CL"» CONNECTION INFO.. MSTCM60 STRAP w/(20) 16d SINKERS & w/ (2) 10d TOENAILS T&B (14) 1/4" X 2 1/4" TITENS INSTEAD OF • (PLYWOOD SHEATHING W � ¢ Uj W MSTA36 STRAP (IF TITENS ARE NOT IN REQ'D T&B) O o- CO LINTEL COURSE OR INTO FILLED CELL •» SEPARATE SHEATHING LL a � SEE DETAIL WS11/S 5 USE 1/4" X 1'3/4" TITENS) U.N.O. "• UNDER WINDOW - FOR MORE INFO ,� SEE DETAIL WS11/SD5 N NOTE: STRAPS CALLED OUT WITHIN THIS DETAIL ARE FOR MORE INFO W W r. CV ONLY REQUIRED WHEN INDICATED AS SUCH ON �:: THE STRUCTURAL PLANS OR WHEN THE O STRUCTURAL SHEATHING IS NOT CONTINUOUS FROM TOP OF WALL TO BOTTOM OF FLOOR ;; \ O Wo SYSTEM AND WHEN 3 OR MORE WINDOWS ARE • ` (n n- ti IN A ROW (ONLY JAMB STUDS BETWEEN » • 2X TOP & BOT. RIBBONS, > O rrrrll U LI IIIc W � WINDOWS) CENTER WINDOWS MUST HAVE CONT. °��r�r®gyp �p�'`v ` Ln ® W_ Z Z LSTA30 STRAPS TOP AND BOTTOM AND EACH 0q� SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE '' ` 0, 060'. ® ®**!*,o '_ 9 U_ PROVIDE BLOCKIiV o LOAD PLAN FOR MORE INFO BELOW JAMBS �, y -� SO HEADER CONNECTION : ,, - < o �-o @ 2nd FLOOR SCALE: 3/4" =1'-0" ,. - Z 0 . : ® �;:•��: J J ®.,/J#~000®®®•®. �� foo \ - cn 2 �®t®ttlllll�re` SIMPSON LSTA30 w/ (22) FT 10d NAILS (MAY BE O U DOUBLE 2X TOP ANGLED UP TO 10°) PLATE SOLID SHEATHING @HEADER Z 7\; EXTERIOR SHEATHING M FROM TOP OF WALL TO r - BOTTOM RIBBON SIMPSON SP4 w/ (6) W { 0... ATACHED PER NAILING 10d x 1 1/2" @ 24" O.C. CL U a .0 SCHEDULE EACH SIDE _ ^ a ' OF WINDOW LOCATION U a - (2) 2x SPF TOP PLATE O` _. ami U 3 O /r Oa JAMB STUDS FLOOR TRUSS BELOW (2) 2X HEADER - SEE 2ND U) C) FLOOR PLAN FOR MIN. r Q HEADER SIZE & REQ'D O> JAMB STUDS a_ m 2X BOTTOM PLATE W 1 DECKING PER DECKING PER FLOOR NAILING FLOOR NAILING U SCHEDULE SCHEDULE FLOOR TRUSS SEEFLOOR SEE WS06/SD5 FOR WINDOW TRUSS SEE I - y `J J Z FRAMING PLAN FOR SILL /FRAME DOWN INFO " FRAMING PLAN FOR CONNECTION INFO i CONNECTION INFO < J z p \ O Si o C NOTE: \ H STRAPS CALLED OUT WITHIN THIS DETAIL ARE ONLY REQUIRED WHEN INDICATED AS SUCH ON\' THE STRUCTURAL PLANS OR WHEN THE ?�` SIMPSON LSTA30 w/ L STRUCTURAL SHEATHING ISNOT CONTINUOUS (11) 10d TO STUDS FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. F \ \ WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST F HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN C BEAM SEE PLAN < GIRDER / COL. CONNECTION 4SO HEADER CONNECTION C @ 2nd FL. HIGH BM. SCALE: 3/4"=V-0" @ 2nd FLOOR HIGH BEAM SCALE: 3/4"=,'-o" (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE 10d NAILS (2) SIMSON LSTA 18 STRAPS CENTERED @ (4) 2X STUDS FLOOR W/ (14) 40d NAILS (3) 2X STUDS ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" O.C. STANDARD CORNER A -A CALIFORNIA CORNER A -A NOTE: IF WOOD WALL OR BEAM BELOW CONTRACTOR TO INSTALL SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY (2) SIMPSON LSTA18 STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL MASONRY WALL ---- A 11 1 A TYPICAL WALL SECTION 2 -STORY COLUMN WALL TO FLOOR TRUSS4SO SECTION CORNER FRAMING AT7 SO SO S1 2 STORY CMU / FRAME SCALE: 3/4" =1'-0" @ GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" 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, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2X 2ND FLOOR STUDS SEE PLAN FOR MORE L INFO. [ L C C L /— SEE FLOOR FRAMING PLAN FOR FLOOR F SYSTEM INFO. F EXTERIOR SHEATHING FINISH W/ TOP OF MASONRY h ATTACHED PER NAILING SCHEDULE C f g�11Lf�� L 'yc [ F ] �• W 06 5 > i Z� i H 1 _ � U) v o t 0 J CO Z 0 >� N In C W . W Z 1 F 1 17� 0 DATE: 01/29/2015 SD5 1� In Z 0 11 Z c Z 0 0 'A <. l LO0 0000 ] 04 OC In J Z LU W i'a0 — ) O ' STRUCTURAL ENG: CFG / BAD � DRAFTING: =-STRUCT: LA QC CHECK CC _- i JOB No. TM- 2140852 2 SCALE: AS INDICATED DATE: 01/29/2015 SD5 i 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" LO EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN W M r' ARCHS NAILS @ 12" O.C. / MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & F- `O 2x8's 16"' O.C. -- — APPROVED BLDG. USE SIMPSON MTS12 OR / SEE PLAN FOR WINDOW LOCATIONS (WHEN WALL IS CONT. BRG ON ROOF SHEATHING SPACING. Q @ O O MAX (U,N.O.) y WRAP LSTA18 TO BLOCKING BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS i - SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED LU SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE (2) 2x4 #2 SYP BLOCKING — w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD Z O OF EACH STUD TO - 2x8 #2 SYP P.T. SILL.EACH END, USE (4) 10d & SCHEDULE W LL WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. O Z 10d NAILS AND (5) :` ANCHOR BOLT OR UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) Y4"x3" 2x8 #2 SYP SILL PLATE W/ LU O Q w 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2 SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR W — (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS J -BOLT @ 32" O.C. W/ MIN. 0 O I"` Q„ O O U BUILT-UP STUD PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR FOR 24" O.C. 7" EMBEDMENT & 6" FROM COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFO ' EACH END 0 Z V W w — LEDGER PER PLAN ' BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO 4 SIMPSON LUS26. USE ° p (� ¢ w 1x PT NAILER --_ (MIN.) TRUSS. VERIFY W/SHOP LUS26-2 FOR 2PLY TRUSS A W LOW ROOF TRUSS SEE DRAWINGS m 0 W W PT FURRING AS TRUSS PLAN FOR °° 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN 4 [L 0- (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN -- TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) tW w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS CMU WALL - EXT. FINISH, PER ARCHS MASONRY @ 24" O.C.) USE HETA16 OPT. TRUSS RECESS LEDGER _j V a� >.8" "' o 0 N SPLICE0s, (LD01 LEDGER AT GIRDER WALL SECTION COMBO LD03 SECTION ATOPEN TO ABOVE„_F02„_ W W r- CV 0 SCALE. 3/4 1'-0” SCALE. 1 1/2” = 1 `-0" TRUSS ,_„ SCALE: 3/4 - 1 0 LEDGER „_ SCALE: 3/4 -1'-0" z DETAIL ��,1i,1Y111tt/® w o N EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ ® ATTACH PER NAILING TOP & SP1 BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ EACH END. BLOCK ADJACENT 2X4 #2 SYP NAILER TO STUDS W/ EA. STUD. ATTACH TRUSS kL ` w J t� � , " ' SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER 3-16d @ ®"°I cc 3-@ � Q BASE. 2X8 16" O.C. SEE FRAMING ATTACH PER 2x4 NAILER w/ (2) NAILING SCHEDULE BAYS @EACH DIAGONAL AS FASTEN ROOF SEE 2ND FLOOR WALL TO NAILER W/ 3 10d TOE NAILS. O � � o •`�' t (2) 2X4 #2 SYP BLOCKING W/ - PLAN FOR MORE INFO. NAILING SCHEDULE 10d NAILS @ 16 O.C. SHOWN. SHEATHING TO BLOCKS w/8d SECTION FOR ADDITIONAL INFORMATION ROOF AND EXTERIOR ,. ' �'d•• a Q � '• ®� _j O �'�*•®,•®• ��J�� J J 2X BLOCKING W/ 2 12d SIMPSON HUC24-2 EA. END O W/ 10d & 10d NAILS. TOENAILS EACH END 2x4 STUDS @ 16" O.C. NAILS @ 6 O.C. SHEATHING ATTACHED PER NAILING SCHEDULE ® ' ®® -?� w (4) (2) USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d UNDER WINDOW JAMBS. NAILS @ 12" O.C. 9/2" GYP. BOARD-----__ (5) 16d NAILS BRACE - 2X8 #2 SYP CONT. LEDGER W/ w 2x4 BLOCKING BETWEEN SIMPSON H10A @ EACH TO BLOCKING SIMPSON H2.5 TRUSS TO ` (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, d STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS 0 EACH END FOR MORE INFO. ALL THREAD ROD ADJACENT DIAGONAL, FASTEN %"x3" SDS WOOD SCREWS 16" @ AT EA. SIDE OF G.T.) 1? f @ 48 O.C.TRUSSES TO DIAGONAL w/ (2) 16d NAILS O.C. MAX -EQUALLY SPACED & 3 --- Z C m PER PLAN FROM END OF LEDGER - USE (3) a : SIMPSON LUS26 OR IF 2 -PLY "� o 2x8 #2 SYP IP.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED TRUSS SIMPSON LUS26-2 W w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE LEDGER RECESSED INTO R" TRUSS TO LEDGER O Z BOLT OR J -BOLT W/ MIN. 7" TOP PLATE w/ 16d NAILS WALL BRACING @ 48" O.C. MAX. 45° FROM TRUSS. VERIFY w/WS11/SD5 SEE FLOOR FRAMING PLAN & j = J O EMBEDMENT @ 32" O.C. & 3" FROM EACH END _ @ 6" O.C. HORIZONTAL (+/- 10) BRACE NOT REQUIRED 6' FROM EAVES. SHOP DRAWINGS FOR MORE INFO. VERIFY PLAN FOR LOCATION _ Uca �'� + °- .o (2) 2X4 TOP PLATE AND DIRECTION (IF PARALLEL 8 CMU WALL, TYP. U_ PRE-ENGINEERED TRUSS - °° 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) SEE WS10/SD5 FOR BLOCKING O UI��' U SEE FRAMING PLAN FOR C.M.U. WALL INFO. Z yCa SPACING & CONNECTION SEE PLAN '_—C.M.U. WITH ROOF LOAD OPT. TRUSS RECESS LEDGER - — INFO. °d WAL.I. PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. U >r Q S 1 SECTION AT RAISED F 1 SECTION ATOPEN ABOVE SCALE: 3/4" = .t `-0" F 1 2 STORY BRACING FRAME WALL DETAIL SCALE: 3/4" =1'-0" (LD04 SECTION AT LOW ROOF SCALE: 3/4" =1'-0" X W j Qm H E E L T R U S S SCALE: 3/4" =1'-0" ol SEE PLAN FOR DEPTH D U) Z (D A OF LANDING(n U_ —� - c3 ZIP t W -rp8 — — PLYWOOD SHEATHING OVER LANDING O O Q D 06 bj is STANDARD (3) 2X12 STRINGERS w/ SIMPSON ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION H U 0 Q < 1 Z J (2) 2x TOP PLATES SPF I I I I I I A35/USP MP34 CLIP TO FLOOR SYSTEM & _ ' 2x8 #2 SYP JOISTS @ 12 ---PRE ENGINEERED WD TRUSSES @ 24" O.C. z �— cn r z (2) 2x HEADER I I SEE I LANDING FRAMING LANDING @ 16"O.C. w/ o SIMPSON A35/USP MP34 FIBERGLASS SHINGLES OR TILE VERIFY WITH ELEVATION O OU lb(41 SEE FLOOR I 12x STUDS PLAN I OR LUS26 HANGER ON z — EACH SIDE TRUSS ANCHOR (SEE PLAN) U W Q F- I— PLAN FOR MORE I 1 I (2) 2X12 REQ'D @ END OF - o °LL z Q J INFO I I I LANDING FOR STRINGERS z zz g ROOFING FELT �/� VJ O 2 TO CONNECT TO w/ (2) 0-p L) N SIMPSON A35/USP MP34 APA STRUCTURAL SHEATHING U EACH END TO LEDGER w ATTACHED PER NAILING SCHEDULE <C W 1 I SEE PLAN FOR MASONRY z = B I 1 I WALL OR WOOD WALL U5�...� 1 1 MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE � 1 2x SPFI END OF LANDING w/ MIN. (6) O BASE PLATE — 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IF MANSONRY (2) 2x HEADER SEE PLAN FOR PRE-ENGINEERED FLOOR SYSTEM I I I KNEEWALL OR BEAM I ��T I WALL) CONT LEDGER w/3) 16d ( NAILS @ 16" O.C. MAX. TO O H MORE INFO & CONNECTIONS SEE 2nd FLOOR PLAN FOR SEE ELEV. Q p —_ I� LAN P VIEW LANDING EACH STUD. ((2) 1/4" x 3 1/2" APPROPRIATE HEADER DETAIL WINDOW SEE PLAN FOR LOCATION _j - TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR Z m � (2) 2x SPF I I I 3/4" PLYWD. DECKING SHEATHING FROM TOP OF WALL TO 3 Z O TOP PLATES I I I MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR = 11 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL I- W I SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ 2 12d ( ) SHEATHING ISN'T CONT. LST18 STRAPS ARE o Z Z ~ B STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW I I 2x STUDS SEE PLAN (2) 2x HEADER I PER PRLANSTEM NAILS WALL SHEATHING IS STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES _ ~ O 0 � Q 1 1 SEE FLOOR I ARE PARALLEL TO WALL W Q �e PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING O U Q 1 INFO I RISERS PLYWOOD FLOORING SEE SCHEDULE 0 00 0 2 W) 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN FOR MORE INFO\ „ Z O C 0 J Z I I BEARING SCHEDULE I TREADS 2x BASE PLATE w/12d @ 24 O.C. w 1— W FOR A.B. INFO I I I 'TO FLOOR SYSTEM BELOW W � O 0 \ UJI SEE PLAN FOR I \ I I I I DIRECTION& MOREI— SEE FOUND. PLAN FOR FTG. REQ. INFORMATION O 2x12 STRINGERS ONE ON EACH SIDE AND 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH C TOP PLATE TO HEADER WITH LSTA12 BENT O ONE @MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS � STRUCTURAL ENG CFG / BAD STRUCTURAL _....._ DRAFTING. SCHEDULE ON FLOOR PLANS FOR LOCATION &CONNECTION INFO Q MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE STUD AND (5) 10d NAILS INTO HEADER B SEE CHART FOR REQUIRED D IF 2ND FLOOR HEADER SITS OVER 1ST 13UIL�j� ���/, F_ W o w -STRUCT: LA QC CHECKCC .....- - - - JACKS /KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO o ��gR7N�r' � JOB No. TM - 2140 852 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE = _ - - - --- SCALE: AS INDICATED-- OF STRINGERS. FASTEN TO FLOOR w/(4) 1/4"x3" TAPCONS ~ - DATE: 01/29/2015 PROVIDE NAILING F1 2nd STORY INTERIOR BRG. SR01 GENERAL LANDING & F1 TYPICAL WALL : ; SCALE: 3/4" = 1'-0" FOR EXTERIOR 2 STORY WALLS WALL &EXTERIOR �STAI R FRAMING I N G INFO SCALE: 3/4" =1'-0" D6 SCALE: 3/4" =1'-0" SECTION ......... .... COPYRIGHT MCD 2014- The information contained in this document is conyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. Any use duplication or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. is strictly prohibited.