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Home My WebLink About127 Big Spring Ter 15-1201 New construction SFHGENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 43 THORNBROOKE 40 S OCCUPANCY AND CONSTRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTION: " THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION I)ARI TNC.TnN 2 _S R _S F1 FVATTnN R SHALL Al S/) BE PROTECTED BY NOT LESS THAN 1/2 INCH 1121 ) GYPSUM BOARD oR EQUIVALENT . mm EXTERIOR FIN15HE5: THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND A5TM 0926. INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RESIDENTIAL CODE R1031o.2 AND ASTM C 1063, PROVIDE BOND GARAGE LEFT BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE 8103,63 STUCCO CONTROL JOINT'S: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST NAVE A MAXIMUM OPENING HEIGHT OF 44 ABOVE FINISH FLDOR LINE OF THAT PARTICULAR ROOM, FLASHING: 1, FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR TH O RN B ROO KE 40's DIRECTION, AND AROUND ROOF OPENINGS. 2, APPROVED CORRONON-RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNIlYSPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE DRAWING V'� V V I N G I N D E/\ EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE615TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (R103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS WINDOWINSTA>aLAT,oN®`°®'�� I i® �I ' WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN IN A3 IN5TAL4o4TION lN5TRUCTCN5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ®r•`• tl :•o° MONO FOOTING, KNEE WALL AT STAIRS, ALUMINUM OVER 2x6 SUB FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 150 AMP SERVICE/PANEL BOX, RECE55ED CAN LIGHTING AT KITCHEN, COACH LIGHTING AT GARAGE FRONT, 6-S DOOR5 THROUGHOUT, PAINTED KNEE WALLS, 30" UPPERS AT KITCHEN, PAVER DRIVE AND LEAD WAX, PAVER ENTRY, AND ACRYLIC AT LANAI. RECORD COPY REVIEWED FOR CODE COMPLIANCE: PLANQ EXAMINER 417-17 DATE SANEQRD 8jj1LQ) NG DIVISI N 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 W PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 15 - 120 12,J111, SANFORD P4—p 02-20-15 CREATED LOT 5PECIFt PLAN FOR LOT 43 IN THORNBROOKE 40'5 ELEVATION "51' GARAGE LEFT UJ/ PLAN OPTIONS INCLUDINC,,,FRONT DOOR GLA55 IN5ERT, TRAY CEILING AT M45TER 5UITE; POCKET 5LIDING GLA55 DOOR AT FZILY ROOM, � FT. INTERIOR DOOR5 AT MAIN FLOOR, VENT RANGE HOOD TO OUTSIDE AND (1) CEILING FAN PRE_ -WIRE° - i4— COV - GENERAL NOTES INDEX SPECIFIIONS �� °:.�: 03�-11-15 COMPLETED PLAN REV1510N5 TO INCLUDE: / / CATDWELLING / GARAGE OPENINGS: G THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DCDIIIi ISI°5, 50QE COR 1 144 _1 — SLAB INTERFACE PLAN (5.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED3)ADDED CEILING FAN AT LOFT AREA. FLOOD ZONE REQUIREMENTS2A1 _ MAIN FLOOR PLAN NOTES PHONE OUTLET IN FAMILY ROOM, PLAN MEETS 0R EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. a'# •.�'®..•�••� ®� ADDED TV AND PHONE OUTLETS AT TFT 2A2 - MAIN FLOOR PLAN DIMENSIONS A5PHALT 5HINGLE5 (IF APPLICAE'3LE): I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION RW5.2.6 A D 8905.2.6.1. AREA 2 B 1 — UPPER FLOOR P LAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT ADDED GFI OUTLE i NEXT TO ELECTRICAL COMPLYING WITH A51M D 226, TYPE I OR TYPE JI, A5TM D 4869, TYPE I OR TYPE II OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.2.1. ME`rERFCRT.U.G. 2B2 -UPPER FLOOR PLAN DIMENSIONS CHIMNEY HEIGHT REQUIREMEN 3; 2C ,- INTERIOR ELEVATIONS, STAIR SECTION, DETAILS WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE NIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER, 3B1 - FRONT ELEVATION TUB AND 5HOWER AREAS: ROOF PLAN CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM CI288, C1325, OR CII18 AND INSTALLED 3 B 2 — SIDE AND REAR ELEVATIONS IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS 3B3 BUILDING SECTIONS, FLASHING DETAILS TERMITE PROTECTION: 4A — MAIN FLOOR ELECTRICAL PLAN I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS, IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, CAD FILE NAME AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4 B UPPER FLOOR ELECTRICAL PLAN SHALL SLEEVE. APPLIED INSIDE 5, - - 2. PROTECTION AGAINST DECAY AND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF 2. PROTECTION E DOWNSPOUTS SHALL D15GHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL do N' PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. 813, 925. 1.300 TEL MECHANICAL AND HVAC: W W W.DAVISBEWS.COM 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 EST. 1994�- PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 0 0 REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEIEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE. 3. DUCTS 1N THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF F L A MIN. % GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R415ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. f+ Z z 2 5. AUXILIARY DRAIN PAN, CATEGORY IY CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113. EXHAU5T FANS AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3, DUCT LENGTH. THE MAXIMUMI-ENGTH 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 (1.6 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 BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE 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 "THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE, AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: JOB NUMBER 25002.061 ` CAD FILE NAME x m w ISSUED 02-20-15 C To 03-11-15 0 J N0 do N' OLDSMAR, FLORIDA 34677 813, 925. 1.300 TEL coco mmLm N W W W.DAVISBEWS.COM TAMPA • I7EP4VER- EST. 1994�- CLm o LL 0 0 � E o�C°o F L r 0icm o � 0�ror f+ Z z 2 JOB NUMBER 25002.061 ` CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED 03-11-15 DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813, 925. 1.300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • I7EP4VER- EST. 1994�- ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2 S $ V THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813, 925. 1.300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • I7EP4VER- EST. 1994�- ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS 2 S $ V THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. 1-1 52'-4" a 3'-0"LIJ "` e ELEVATION PITCH uR (� 0-4" I/8" /FT. m 13'-8" 65'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * 8" CM.U. WALL ABV. co 0Al artT LoLL 0 O � cc ,err J Lo r0 J h� o Nn 2N(M d i5 • 4 _ 1) 'O J V 8 lV O C 0 ��%�' L 0 ;; cy 4, o tp 'ro1' o� z Z— 2 01 8" C.M.U. WALL i I f I N' ` - LAV, /2' o F— il I — —I I = _ABV. PEp. W.C. LAv 1 T 4" P.v.C: .011 clill "A � — J L — — — 3/4" CONDENSATION a TILE I AIR HANDLER ISI L- 1—j DRAIN BY PLUMBER cA 5EAT ABV. SHOWE RECESS I LINES FROM I 3'-8" 19'-0" I 6' UPPER FLOOR I I I 5'-4" 13'4"rT _ a, A/C �' lid3'•0"x3.0" � J �, � I PAD (SEE MECH. I I _ CONTRACTOR 28' 9" -- I I 10'-10" 8'.p 2 _all 21-011PAVERS FOR LOC.) �,, I 12'-9" 3/4" RECE55 FOR ENTRY DR co, I I 3/4" CONDENSATION DRAIN BY PLUMBER I I AIR HANDLER LINES FROM NOTE: 1'-3.1 ALL SLAB ANGLES 2'•5" IS' -6" I 8" 4" P.V.C. UPPER FLOOR ARE AT 45° (UN.O.) M — U 2'.7" I T I - REFERENCE I PAVER DRIVE / LEADWALK � I Z-�., ELEVATION �� r i w >\ \\\\ Mw `^ w \\Jv PITCH PITCH s G.J. TO DRAIN i C,J. A / FT. PROVIDE WATER -----------------------I/8" I - r LINE FOR ICE MAKER31-6" i AA 383 OF REF. 0" 9.8 31 10 9 -I 3 -9 20 0 8 G.C. VERIFY ACRYLIC N ON LANAI III I � � all all v � I W.H. 65'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITE5 G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 I I REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813 .92.5. 1800 FAX W W W.DAVISBEWS.COM T E *4 n- �j V °% LL • r i tPy i G c -q q• p N b A. ®� h.� M ••*•0 bio•••• ��0 PIP 0 0 00 Invo M 0 U 2585 15-1201 I PLAN SLAB SCALE: 1/4" - I'-0" GARAGE LEFT • SHEET • x m 0Al artT LoLL 0 O � cc ,err J Lo r0 J h� o Nn 2N(M d i5 • 4 _ 1) 'O J V 8 lV O C 0 ��%�' L 0 ;; cy 4, o tp 'ro1' o� z Z— 2 01 • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 I I REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813 .92.5. 1800 FAX W W W.DAVISBEWS.COM T E *4 n- �j V °% LL • r i tPy i G c -q q• p N b A. ®� h.� M ••*•0 bio•••• ��0 PIP 0 0 00 Invo M 0 U 2585 15-1201 I PLAN SLAB SCALE: 1/4" - I'-0" GARAGE LEFT • SHEET • ,.L T.O.M. , -.- AIR HANDLER DIRECT VENT DRYER THRU EXT. WALL A.F.F. W W u, �a Z9 L-VIVI\i YVI_VIVI1� I LINE OF SECOND F1 I 2G I O G.G. VERIFY ACRYLIC * * * " � I � I ON LANAI FLOOR ABV. G.G. VERIFY 8'-(D" H. O INTERIOR DOORS AT MAIN FLOOR POTT. OF LINTEL T.O.M. * * * * I s AT 8'-0" A.F.F. O.H. T.OM. LOM, T.O.M. 2 26 5H. g .41 9' 4" 9 4.. HR AT 8'-0" A.F.F. AFF. Ha • x N w. r----7 r ----I C U 00 WINDIOW WIDTHS I3' -0"x3-0` A/C I I3' -0"x3-0" A/C I 2011 21" (PAD (5EE MECO. IPAD (SEE MECA ul r- IGONTRACTOR I IGONTRAGTORI -OUTS FOR LOC.)— pqR LOG.)_ 00 2= ti vJ'03�E� (` - 26" 12 5H 1/2 32 5H ATTf 32 5H uj TRA d�+ z v VO SUitl _ 39" 1 13 5H 1/2 33 5H 23 5H 33 5H J 5 16 91. 0 51" 14 5H 1/2 34 5H 24 5H 34 5H L9'-4" FLAT CLCD, 8'4" FLAT CLG. z T.OM. T 15 5H 1/2 35 5H 25 5H 9'-4" 9 z I � A ,.L T.O.M. , -.- AIR HANDLER DIRECT VENT DRYER THRU EXT. WALL A.F.F. W W u, �a Z9 L-VIVI\i YVI_VIVI1� I LINE OF SECOND F1 I 2G I O G.G. VERIFY ACRYLIC * * * " � I � I ON LANAI FLOOR ABV. G.G. VERIFY 8'-(D" H. O INTERIOR DOORS AT MAIN FLOOR POTT. OF LINTEL T.O.M. * * * * I s AT 8'-0" A.F.F. O.H. T.OM. LOM, T.O.M. 2 26 5H. g .41 9' 4" 9 4.. HR AT 8'-0" A.F.F. AFF. T.O.M. A.F.F. 9w41� AF.F. T.O.M. 9'-4" AFF, TYPICAL MASONRY • x N w. WINDOW SCHEDULE C U 00 WINDIOW WIDTHS 0 2011 21" 31" 53" ul r- WINDOW CALL -OUTS �1)LL 00 2= ti vJ'03�E� 26" 12 5H 1/2 32 5H 22 5H 32 5H uj d�+ z v VO _ 39" 1 13 5H 1/2 33 5H 23 5H 33 5H J 5 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 G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, Lu WINDOW 5IZE5 AND INSTALLATION MAY VARY PER 8 MANUFACTURER AND SPECIFICATIONS. z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (SINGLE HUING-51-1, CASEMENT- C5MT, OR FIXED GLA55- F.G.) T.O.M. A.F.F. 9w41� AF.F. T.O.M. 9'-4" AFF, • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ,DENVER.. Tll R'. / LEADWALK �, �� • �, oo•�to� � o •� ch^�. UI' ,® Q • N tNt 7 0 0 SHEET 2A2 0 1 FLOOR 1EN51ON5 M W 00 UFO M X10 5-12® J 1 HATCHING LEGEND INSULATE WALL 0 MAIN FLOOR 14(0 7 &P. • UPPER FLOOR 11i5 S.F. 2585 TOTAL LIVING 2582 S.F. GARAGE 455 S.F. LANAI 13g 5.F. TITLE • MAIN FLOOR PLAN NOTES ENTRY -11 S.F. - TOTAL SQ. FT. 3241 5.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • SHEET • • x N w. C U 00 0 n V,do MN (]NM r- �. ?'PJM �1)LL 00 2= ti vJ'03�E� o�c0 �__� r = If , d�+ z v VO • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • ,DENVER.. Tll R'. / LEADWALK �, �� • �, oo•�to� � o •� ch^�. UI' ,® Q • N tNt 7 0 0 SHEET 2A2 0 1 FLOOR 1EN51ON5 M W 00 UFO M X10 5-12® J 1 HATCHING LEGEND INSULATE WALL 0 MAIN FLOOR 14(0 7 &P. • UPPER FLOOR 11i5 S.F. 2585 TOTAL LIVING 2582 S.F. GARAGE 455 S.F. LANAI 13g 5.F. TITLE • MAIN FLOOR PLAN NOTES ENTRY -11 S.F. - TOTAL SQ. FT. 3241 5.F. MAIN FLOOR PLAN NOTES GARAGE LEFT • SHEET • Ell `15'-0)° • x m C U �0 m do N~ 200 co d T L 6 °0�.• r 00 �_T .� oro Cp E �0ro°' v _ ; N O .� 6. v `15'-0)° • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STR .EET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&CAM T ENVER. UJ �� ® •°®®I`/ des � s. • cj N kill:c ii� `lam I �! REFER TO 5HEET 2A FOR MAIN FLOOR %1 PLAN NOTES r/ M d' 2a� nSANFORD Z5S5 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFf • x m C U �0 do N~ 200 co d T L 6 °0�.• 00 �_T .� oro Cp E �0ro°' _ ; N O .� 6. T Zr�d • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STR .EET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&CAM T ENVER. UJ �� ® •°®®I`/ des � s. • cj N kill:c ii� `lam I �! REFER TO 5HEET 2A FOR MAIN FLOOR %1 PLAN NOTES r/ M d' 2a� nSANFORD Z5S5 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFf I_I:.11 L I PROVIDE om�m ttMn en -11 Al— . A111 oen I I Air 3(050 5H. I— At YI n1 WALL WALL REFER TO 5HEET 2152 FOR UPPER FLOOR PLAN DIMEN51ON5 TYPICAL WOOD FRAME X m WINDOW SCHEDULE WINDOW WIDTHS 0 2011 2411 3611 481 F_ mi WINDOW CALL -OUTS INC N y , , L >:;JM (D 2011 � • 1815 F.G. 2018 F.G. 3015 F.G. 4018 F.G. Lu u C o > ECIS C OI : i 0 6�i 2411 Lz0 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.C. 0 36" 1530 5H 2030 5H 3030 5H 4030 5H Z 48" p 1540 5H 2040 5H 3040 5H 4040 5H E--� 31.1 z 60" s 1850 5H 2050 5H 3050 5H 4050 5H 1211 1,560 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OFENING5 FOR ALL WINDOW5, � WINDOW 51XE5 AND IN5TALLATION MAY VARY PER 8 MANUFACTURER AND SPECIFICATION5, 0 Z REFER TO FLOOR FLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) WALL WALL REFER TO 5HEET 2152 FOR UPPER FLOOR PLAN DIMEN51ON5 • JOB NUMBER 25002,061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>ENVER, ulr V6 % co • �` �t s N •°N°°° !� ,► e Fit] 0 0 z 00 V) pm=4 00 F� Q� M 0 >= 0 1 �I_LI �uILzmvc SANFORO 2585 ©�pgRTM�� • 'x#15-1201 UPPER FLOOR PLAN NOTES GARAGE LEFT X m to UTo 0 J 0 do to 220 INC N y , , L >:;JM L L � • 0 4,1 C T 0 J 0 n C o > ECIS C OI : i 0 6�i Lz0 • JOB NUMBER 25002,061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • E>ENVER, ulr V6 % co • �` �t s N •°N°°° !� ,► e Fit] 0 0 z 00 V) pm=4 00 F� Q� M 0 >= 0 1 �I_LI �uILzmvc SANFORO 2585 ©�pgRTM�� • 'x#15-1201 UPPER FLOOR PLAN NOTES GARAGE LEFT do • JOB NUMBER 25002.061 CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS,COM MP TA • DENVER Lp ° ••w ,�p��rt�,' LL • y COX tc- s - ir•�� fA • ` +� ii `� @IIIA ne 0 LIZ- ou M d' J J ��jILD�iVG, SANF'ORD • 2585 15 W- 1201 UPPER FLOOR PLAN DIMENSIONS GARAGEAL LEFT • TITLE • UPPER FLOOR PLAN DIMENSIONS • • X ro r^ C U �o N N� �N�M O �G ~ aJ�ti oro Co 3�E � �}iN a+ p . f0 o�ron 41 zr�a do • JOB NUMBER 25002.061 CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS,COM MP TA • DENVER Lp ° ••w ,�p��rt�,' LL • y COX tc- s - ir•�� fA • ` +� ii `� @IIIA ne 0 LIZ- ou M d' J J ��jILD�iVG, SANF'ORD • 2585 15 W- 1201 UPPER FLOOR PLAN DIMENSIONS GARAGEAL LEFT • TITLE • UPPER FLOOR PLAN DIMENSIONS 42" H 36" H. CONTINUOUS LOW WALL GRASPABLE 3/4" PLYWD. BEAM RAILING DECKING LINE OF 6'-8" MIN. BEAM FLOOR HEAD CLEARANCE FLOOR SYSTEM SYSTEM / / 42" N 10.00" 2x STRINGERS LOW WALL (�) �I - --I I" N051NG u �r (TYPJ STORAGE Q x = UNDER Q 2x TREADS AND 6TAIR5 Ix R15ER5 (TYPJ N Il TREADS AT 10.00" EACH STAIR SECTION KALE: 1/4" = I'-0" E P. ARC�HW�AY(�TM OPEN TO •� C x m w FAMILY ROOM U 0 N 0 � Mrn eo ON�M N r >;JM 5�L. _ '� J V r' OWCp i 0� . 0—4E p f0 ON 0 Z. v 6' P. ARC�HW�AY(�TM JOB NUMBER 25002.061 CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAMS BEWS DESIGN GROUP 150 STATE STREET' EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM a TAMP ►^��`aa`�ii ® As Z, Ilk Plo 0 M 00 0 W i M II E �D 2 5 58T� 15-1201 INTERIOR ELEVATIONS, STAIR SECTION, DETAILS GARAGE LEFT • TI TLE • PLAN DETALS • SHEET • •� C x m w C 0 �/w) .� `V C 05% E L42IJ.t U 0 N 0 � Mrn eo ON�M N r >;JM 5�L. _ '� J V r' OWCp i 0� . 0—4E p f0 ON 0 Z. JOB NUMBER 25002.061 CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED DAMS BEWS DESIGN GROUP 150 STATE STREET' EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM a TAMP ►^��`aa`�ii ® As Z, Ilk Plo 0 M 00 0 W i M II E �D 2 5 58T� 15-1201 INTERIOR ELEVATIONS, STAIR SECTION, DETAILS GARAGE LEFT • TI TLE • PLAN DETALS • SHEET • THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C, RESIDENTIAL CODE 8103.6,2, AND ASTM G 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH (BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 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 8612.3 x m o-� c N U c 0 N 2 N > =JLL M 00'54 Ek THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C, RESIDENTIAL CODE 8103.6,2, AND ASTM G 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH (BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.G. 2010 RESIDENTIAL CODE 86122 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 8612.3 12 6� SHINGLE 12 ROOF Q6 6" BANDING STUCCO FINISH -- PLT. HT. - SHINGLE ROOF - /STUCCO FINISH, i T * 6" BANDING 6 2 L STUCCO SECOND FF, LINE FIN15H� T.O.M. SHINGLE ROOF 8" BANDING TEXTURED FIN15H SMOOTH TEXTURED QUOINS ITYPJ MAIN F.F. LINE x m o-� c N U c 0 N 12 6� SHINGLE 12 ROOF Q6 6" BANDING STUCCO FINISH -- PLT. HT. - SHINGLE ROOF - /STUCCO FINISH, i T * 6" BANDING 6 2 L STUCCO SECOND FF, LINE FIN15H� T.O.M. SHINGLE ROOF 8" BANDING TEXTURED FIN15H SMOOTH TEXTURED QUOINS ITYPJ MAIN F.F. LINE x m N N U c GRADE LINE (ASSUMED) BANDING 12 Q6 ALUM. OVER 2x6 SUB -FASCIA (TYPICAL) PLT. HT. L STUCCO FINISH 4" BANDING (TYP.) 61 cA a' T 12 6 LSNINGLE 126 ROOF 7 SECOND F.F. LINE INIMIMINIMINININ. MINININININININ-1 MININININININ �mlm I - Mimi llm� FRONT ELEVATION - SCALE 1/4" = 1'-0" T.O.M. 8" BANDING TEXTURED � FINISH �V co SMOOTH TEXTURED QUOINS (TYP.) MAIN F.F. LINE 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) G.G. VERIFYTEMP. GLASS INSERT FOR FRONT DOOR. ELEVATION "B" GARAGE LEFT • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 T8 ISSUED 02-20-15 REVISED x m 150 STATE STREET EAST OLD AWL, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWSZOM TAMPA • DENVER. r0 Lo 0 JU -jo 2 N > =JLL M 00'54 �T� J V Q o i C � L ' cli o Z G 't • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 T8 ISSUED 02-20-15 REVISED •� '• , •` r . • 0 AN •� �: �.° c,4'' z Lu 0 0 00 neooM 0 ou 2585 • TI TL � • FRONT ELEVATION DETAILS } DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLD AWL, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWSZOM TAMPA • DENVER. �—� EST. 1994 •� '• , •` r . • 0 AN •� �: �.° c,4'' z Lu 0 0 00 neooM 0 ou 2585 • TI TL � • FRONT ELEVATION DETAILS ---------- ----- ------------------- LANAI ROOF I I VENT REQUIREMENTS ti G.G. VERIFY THAT 33.25 5Q. IN. OF VENTILATION THROUGH UPPER I 4:12 I I 2/3 OF ROOF 15 ACQUIRED. I "— VERIFY QUANTITY OF ROOF VENTS I i 6:12 REQUIRED, PER MANUFACTURER'S ----------- ------ SPECIFICATIONS OF NET FREE i L 6:12 AREA PER VENT. I I yA REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * I I i I I I I UPPER ROOF �1 ! VENT REQUIREMENTS G.C. VERIFY THAT 351.39 5Q, IN. 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING CLEAR OPENING HEIGHTS NOTE: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE z THI5 DETAIL SHOWS THE TYPICAL THICKNE55 WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE a J, OF ALL RAISED TEXTURED FINISH BANDING FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART ooc o AND SAND FINISHED KEY5TONE5 (WHERE OF THE CLEAR OPENING OF THE WINDOW SHALL BE A Lu APPLICABLE) IF THICKNESS TO BE MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE n DIFFERENT IT WILL BE CALLED OUT AT ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SPECIFIC KEYNOTE CALL -OUT 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER 12 Lu [L rbo i OF VENTILATION THROUGH UPPER C SHINGLE ROOF 6:12-��, a L SHINGLE ROOF 7 612 I 2/3 OF ROOF 15 ACQUIRED, _ PLT. HT. _ o PLT. HT. - — VERIFY QUANTITY OF ROOF VENTS /5TUCCo /STUCCO =� /5TUCCO REQUIRED, PER MANUFACTURERS FINI5H7 412 /l SHINGLE FINISH 7 /l FINISH /l J T 1 O 5PECIFICATION5 OF NET FREE _ SECOND F.F. LINE - T.O.M. I SECOND F.F. LINE - I I LSHINGLE ROOF AREA PER VENT, _ t � * N �) I I � I I I I I I 1 I I I 6:12 6:12 /TEXTURED FINISH Al /TEXTURED FINIS>N 7 � L--- ----- ----------� I DAT /TEXTURED FINISH 7 �l MATCH D15TANCE 6:12 MAIN FF. LINE I FRONT MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) I _7 LEFT ELEVATION SCALE: 11' - I'-0" 6:12 b:12 6:12 LOWER ROOF I VENT REQUIREMENTS G.G. VERIFY THAT 126.93 50. IN. m i OF VENTILATION THROUGH UPPER iz i 2/3 OF ROOF 15 ACQUIRED. o co o a ---- i VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. TYP. OVERHANG AT HIP (UND.) ($� ROOF PLAN. SCALE: 1/8" - 14" 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING CLEAR OPENING HEIGHTS NOTE: IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE z THI5 DETAIL SHOWS THE TYPICAL THICKNE55 WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE a J, OF ALL RAISED TEXTURED FINISH BANDING FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART ooc o AND SAND FINISHED KEY5TONE5 (WHERE OF THE CLEAR OPENING OF THE WINDOW SHALL BE A Lu APPLICABLE) IF THICKNESS TO BE MINIMUM OF 24 INCHES A50VE THE FINISHED FLOOR OF THE n DIFFERENT IT WILL BE CALLED OUT AT ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SPECIFIC KEYNOTE CALL -OUT 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT 3/4" THICK TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER 12 61212 12 L5HINGLE Q6 Q6 ROOF -'—SHINGLE * * * * * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * * PLT. HT. ROOF PLT. HT._ e 6' * F.G. F.G. � �`• /STUCCO SECOND F.F. LINE_ FINISH 8„ SHINGLE �4 SECOND FF. LINE n, T.O.M.ROOF -- T.O.M. M tEXTURED <! TEXTURED FINISH `r FINISH @ a' * `A a, MAIN F.F. LINE _ _ _ TEMP: MAIN F.F. LINE_ _ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" - 14" rbo x m C SHINGLE ROOF �F:� L SHINGLE ROOF 7 -j _ PLT. HT. _ o PLT. HT. - — /5TUCCo /STUCCO =� /5TUCCO FINI5H7 412 /l SHINGLE FINISH 7 /l FINISH /l J T 1 O _ SECOND F.F. LINE - T.O.M. 8„ ROOF SECOND F.F. LINE - 8 LSHINGLE ROOF SECOND FF. LINE - — _ t � * N �) 0 ZZ2v v m /TEXTURED FINISH Al /TEXTURED FINIS>N 7 � Q �;, I DAT /TEXTURED FINISH 7 �l MATCH D15TANCE MAIN FF. LINE I FRONT MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION SCALE: 11' - I'-0" 61212 12 L5HINGLE Q6 Q6 ROOF -'—SHINGLE * * * * * REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHES 4:12 AND UNDER * * * * * PLT. HT. ROOF PLT. HT._ e 6' * F.G. F.G. � �`• /STUCCO SECOND F.F. LINE_ FINISH 8„ SHINGLE �4 SECOND FF. LINE n, T.O.M.ROOF -- T.O.M. M tEXTURED <! TEXTURED FINISH `r FINISH @ a' * `A a, MAIN F.F. LINE _ _ _ TEMP: MAIN F.F. LINE_ _ GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8" - 14" • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED ,TIN MIN DAVIS BEWS DESIGN GROVP 150 STATE STR.F.ET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TE=L 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER co « .- iq ? z0 Lu p ®J lop' . '. � ; 11I9`0 1��w. 0 0 Z V) 00 612 12 6 � Q SHINGLE LSHINGLE 12 ROOF ROOF 12 PLT. HT. PLT, HT. J ■ LSTUCCo TEMP. FINISH ZSTUCCO SHINGLE 1- FIN15H LSHINGLE ROOF SECOND FF. LINE_ SECOND FF. LINE SECOND FF. LINE M — - ROOF 6� 8 _ — 14 TEMP. 5H. — co T.O.M. _ W/ OPT. DEN T.OM. 0 /TEXTUREDId /TEXTURED = • MATCH FINISH co �� -1 FINIS>N7ip DISTANCE �/ TEMP. AT FRONT • MAIN F.F. LINE _ _ _ �a _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE -_ -- E585 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION 4�31La/IV6 SCALE: 1/8" - P-0" SALFORD 1-1201 ELEVATION "B" GARAGE LEFT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • x m C U Loo Lo 0 -j o .22(0 cM d i `` �'• 00 J T 1 O _o�Cva t N t � * N �) 0 ZZ2v • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED ,TIN MIN DAVIS BEWS DESIGN GROVP 150 STATE STR.F.ET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TE=L 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER co « .- iq ? z0 Lu p ®J lop' . '. � ; 11I9`0 1��w. 0 0 Z V) 00 612 12 6 � Q SHINGLE LSHINGLE 12 ROOF ROOF 12 PLT. HT. PLT, HT. J ■ LSTUCCo TEMP. FINISH ZSTUCCO SHINGLE 1- FIN15H LSHINGLE ROOF SECOND FF. LINE_ SECOND FF. LINE SECOND FF. LINE M — - ROOF 6� 8 _ — 14 TEMP. 5H. — co T.O.M. _ W/ OPT. DEN T.OM. 0 /TEXTUREDId /TEXTURED = • MATCH FINISH co �� -1 FINIS>N7ip DISTANCE �/ TEMP. AT FRONT • MAIN F.F. LINE _ _ _ �a _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE -_ -- E585 GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT ELEVATION 4�31La/IV6 SCALE: 1/8" - P-0" SALFORD 1-1201 ELEVATION "B" GARAGE LEFT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • 3 TA8 25 YR SHINGLE ON 15# FELT OVER 15# FEL'p ROOF SHEATHING SPECIFIED ON NAILING SCHEDULE ROOF OVER PRE-ENGINEERED - ROOF TRUSSES 0 24" D.C. 12 HURRICANE STRAP PER PITCH AS .ROOF FRAMING PLANELEV :,, zzzlxx~zt..zzt 50# FELT OVER: METAL. FL.ASHINC; .-- \ 5'x5 METAL FLASHING 11NGI_E R�)0f P'I'ER FLASHINGS AND SHINGLES BRG. HGT. • `.. 18".18" METAL CONTRACT -_ ALUM. DRIP EDGE FLASHING SHINGLE PER 2x6. FASCIA / CONTRACT .. SOFFIT UM. A FIT vE:N°TLD L SHEATH 5e EXT. FINISH - WINDOW FLASHING AS REO'D i.. - 1x1 WINDOW TRIM DBL., HEADER TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.LS. N.T.S. N.T.S. WEATHER FOLD UP WEATHER TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER & AS NECESSARY IN BARRIER TEMPORARILY SECURE 1. INTEGRA"I"E' INS�1"ALLAI'ION OF" WEATHER RESISTIVE: BARRIER WITH FC..ASHING 2. SCORE &FOLD WEATHER RESTS Eq f RESISTIVE WEATHER & CORNERS THROUGH v FLASHING TO FORM WATER SHEDDING BARRIER ABOVE HEADER TO HR ` STIVE BARRI k` � l FOLD A �4` M'4 WEATHER � EXTERIOR ALLOW FOR FLASHING INSTALLATION E:MF"ORAk.LY SECURE RESISTIVE SHEATHINGRFS/S BARRIER C INSTALL HEAD FLASHING UNDER WEATHER REST IIVE STARRIER WALL PER PLAN HAI•>E SfLL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BALK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE w�R (ASSEMBLED WEATHER RESISTIVE BARRIER WINDOW 2 S\�t FLASHING \ R WPB SILL PLATE (SEE DETAIL B P FLASHIN DO NOT FLASH FOR OPTIONS) OVER BOTTOM � ._ ._ _.. .w...: .m. "... ._.. .� P• NAILING FLANGE 6„ 5"x5" METAL FLASHING J /TAR BETWEEN ® CORNER PATCH HEAD FLASHING 'TIE-IN FLASEIINNNG ANf,.. SHINGL INSTRUCTIONS: III NOTES: RUN KICWOUT FLASHING &" 1. CUT, FOLD UP & TEMPORARILY Q PAST EDGE OF ROOF SECURE WEATHER RESISTIVE 1, FLASHING TO BE FLEXIBLE SELF --ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING ALLOW FOR FLASHING 41 INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF _____ FLASHING WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS `�, NOTES: 3, FOLD WEATHER RESISTIVE ., BARRIER BACK OVER HEAD 4. INSTALL FLASHING ANDWEATHER RESISTIVE' 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATERWATERSHEDDING LAPS (MIN. 6" WIDE.) TYPICAL ROOF TO WALL FLASHING DETAIL 2. INSTALL FLASHING IN ORDER A5 SHOWN BY NUMBERS TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY N'T„S1. PILM MEW N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. _ 71..x-,.. FF F _......._:.`_E TION_ 03.8 ...._.mm.__m._ EXTERIOR WALLS SHALL. PROVIDE IT"I - BL.111_.IDNG WITH A WEATHER- -RESISTANT EX IERIOR WAI...I... ENVELOPE. 9HL EXTERIOR WALL ENVELOP E SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALL ENVEI...OPE SHALL.. BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHINTI-IE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEH IND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7, ALL EXTERIOR FINISHES oprlar- SHALL BE APLIED IN ACCORDANCE WITH THE MANUFACIURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FLASHING ASFHALL c A f URATED I EL�I FREE FROM HOLES AND BREAK:WEIGHING NO1 LESS THAN 14 POUND_ PER 100 SQUARE FEET (0.183 k9/rr2) AND COMPLYING WI IH ASTM D WOODEN 226NOR OTHER APPROVED WEATI-IE,',-,RRE.SISTANT MATERIAL SHALL BE APPLLE.-D OVER STUDS OR SI-iE,.ATFIING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4. SUCH SIDING , _ _ � - HORIZONTALLY, WITH THE LIPPER I.-AYER LAPPED OVER THE LOWER I.,.AYER NOT LESS THAN INCHES (`��1mm). WHERE JOINTS FELT OR MATERIAL_ SHALL BE APPLIED I-iC)R170NTA1_L Y `,SILL. PLATE OCCUR, FELT SHALL. BE LAPPED N01 LESS THAN 6 INCHES (152 mr-n). SEE NOTE a APPROVED CORROSION --RESISTIVE FLASHING SHALL_ BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL WADI.. SHEATHING . CAVITY OR PENETRATION OF WATER' TO T` 1E STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF TI -."IE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES: THE FO1..LOWING LOCATIONS: 1. FLASHING TO BE FLEXIBLE SELF --ADHESIVE TYPE (MIN. 6' WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER I'°"'ROM 10P OF WINDOW SILL PLATT. 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCI'-1 A MANNER A5 TO BE LEAKPR00[7, EXCEPT THAT SELF— FLASHING WINDOWS HAVING A CONTINUOUS 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS THAN 1 1/8 INCHES (28rnrn) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE a. INSTALL. FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL. FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL.., 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS 2, AT TF -IE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3, UNDER AND AT INE: ENDS OF MASONRY, WOOD OR META[- COPINGS AND SILLS. TYPICAL A SILL PLATE, CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. N.T.S. a. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD --- FRAME CONSTRUCTION., 6� AT WALL AND ROOF INTERSECTIONS. 7, AT BUILT-IN GUTTERS REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF PITCHE5 4:12 AND UNDER 12 4G� CONIC. LINTEL GIRDER 6 12 � Q GIRDER 6 rRu55 TRU55 150 STATE STREET EAST OLDSWM, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSSEWS.COM TAMPA • DE�fVER. �� EST. 1994 b 3 15k FELT DRAINAGE PLANE o ROOF TRU55E5 W 5 1/5" STUCCO THICKNE55 N' h a U.1..1 2000) 4 PAPERBACK LATH AT 24" O.C. W Lu M M N 5T COVERING WOO I E BRA E R P ERG D LuZ FRAME/MASONRY INTESECTION UNDER O m� (TYPICAL) EXPANSION JOINT TO EXTEND 2" _� ��c0 BELOW CMU t co" p . L 4 . 2 METAL OR PLA5TIC EXPAN51ON JOINT *+ oN�� Z° 2 STORY P' FROM TOP OF CMU 5 5/8 STUCCO OR CEMENTIOU5 VOLUME COATING OVER CMU �. T CMU WALL PER PLAN BR. 3 NOTE: NUMBER5 INDICATE ORDER ITEM5 5HOULD BE ❑❑ WEEP SCREED DETAIL PER M.G.D. ENGINEERING ❑❑ as -•- FLOOR 5Y5TEM -► BEAM BEAM FAMILY T. ❑ ❑ SECTION AA SCALE: 1/6' : 1411 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F,B.C. RESIDENTIAL CODE 8103.6.1 AND 3/411 A5TM C926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RE61DEy,NTIAL CODE R103.6.P, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0'1 GIRDER TRU55 - ROOF TRU55E5 AT 24" 0,C. — (TYPICAL) GARAGE a-. �c CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABL WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PAR OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF T ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 TH ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE %I WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE 8612.3 SHEATHING PER PLAN z x m 150 STATE STREET EAST OLDSWM, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSSEWS.COM TAMPA • DE�fVER. �� EST. 1994 b 3 15k FELT DRAINAGE PLANE o W 5 1/5" STUCCO THICKNE55 N' h a U.1..1 2000) 4 PAPERBACK LATH } W Lu M M N 5T COVERING WOO I E BRA E R P ERG D LuZ FRAME/MASONRY INTESECTION UNDER O THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F,B.C. RESIDENTIAL CODE 8103.6.1 AND 3/411 A5TM C926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RE61DEy,NTIAL CODE R103.6.P, AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0'1 GIRDER TRU55 - ROOF TRU55E5 AT 24" 0,C. — (TYPICAL) GARAGE a-. �c CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABL WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PAR OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF T ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 TH ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL CODE %I WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE 8612.3 • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED T ® SHEATHING PER PLAN • x m 150 STATE STREET EAST OLDSWM, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSSEWS.COM TAMPA • DE�fVER. �� EST. 1994 b 3 15k FELT DRAINAGE PLANE 5 1/5" STUCCO THICKNE55 N' h 2000) 4 PAPERBACK LATH nm y�r Lu M M N 5T COVERING WOO I E BRA E R P ERG D FRAME/MASONRY INTESECTION UNDER O m� r E EXPANSION JOINT TO EXTEND 2" _� ��c0 BELOW CMU t co" p . 4 . 2 METAL OR PLA5TIC EXPAN51ON JOINT *+ oN�� Z° P' FROM TOP OF CMU 5 5/8 STUCCO OR CEMENTIOU5 COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEM5 5HOULD BE INSTALLED OVER FRAME AND CMU WEEP SCREED DETAIL PER M.G.D. ENGINEERING 5GALE: 3" : 1'-0" • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED T ® • x m 150 STATE STREET EAST OLDSWM, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSSEWS.COM TAMPA • DE�fVER. �� EST. 1994 b J Lo Loo N' h 2000) nm y�r Lu D 04 f IL M O m� r E � C Q _� ��c0 t co" p . 4 . *+ oN�� Z° • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED T ® DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSWM, FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSSEWS.COM TAMPA • DE�fVER. �� EST. 1994 b W111 ...... # I/// � ��®o HE I,, v �°ee �et! �Cu Isl AT • Q:Ln 0 cz 00 o >= 0 vo on • CJ 5 ®"�� lgeee•••° v ®i®� Q a M I 2585 GUILD/iyc • • SAINFORD • TITLE • 4 BUILDING SECTION �jOgRTM�`� FLASHING DETAIL DETAILS x.15 20 ELEVATION "B" GARAGE LEFT • SHEET • A/C DISCONN. I II i II L _ --J L ---J W.P. GF.I. DIRECT VENT DRYER THRU EXT. WALL OUTLET +14" 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. Z4\ ELEGTfRICAL KED 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER KhP WEATHERPROOF DUPLEX OUTLET \ 06,1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET \ DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH \ _t3 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH GF.I. COACH -3 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE AT 48" LIGHT- WALL MOUNTED INCANDESCENT LIGHT FIXTURE F — — — — - — — — - fCa RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN \ TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN 1 EXHAUST FANLIGHT COMBINATION Lu ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) 4 I Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR I so SMOKE / CARBON MONO, COMBO DETECTOR K] TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) AGE I / a TWEW05TAT Z ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) L — — — — — — - — - c 1> ROUGH -IN FOR OPT. CEILING FAN ELEC. G.F.I. q L 200 AMPAT 11 I c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ RRIG. COACH ROUGH -IN FOR OPT. CEILING FAN G J W.P. LIGHT NOTES- G.F.I. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS (GF.I.) A$ INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROO1M5 SHALL 5E GF.C.I. PROTECTED (GF.I I 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F$.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCEB, 1. EVERY BUILDING HAVING A FO65IL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 25002.061 CAD FILE NAME TYP. +14 *0 M2 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. C 0 too INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL �0 COPPER TO 0 0 0 - I 6 4 .:- WATER HEATER UNDERGROUND >'9 j `` 08 COPPER TO RANGE SERVICE BY 00 �= h �J POWER COMPANY 0icOo0 '4 COPPER TO 5/8" GROUND ROD t i iL- = I ALSO SERVICE TO FOOTING STEEL TO BE BONDED 4a 0 ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. Z4\ ELEGTfRICAL KED 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER KhP WEATHERPROOF DUPLEX OUTLET \ 06,1. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET \ DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH \ _t3 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH GF.I. COACH -3 CEILING MOUNTED INCANDESCENT LIGHT FIXTURE AT 48" LIGHT- WALL MOUNTED INCANDESCENT LIGHT FIXTURE F — — — — - — — — - fCa RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN \ TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN 1 EXHAUST FANLIGHT COMBINATION Lu ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) 4 I Ei PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR I so SMOKE / CARBON MONO, COMBO DETECTOR K] TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) AGE I / a TWEW05TAT Z ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) L — — — — — — - — - c 1> ROUGH -IN FOR OPT. CEILING FAN ELEC. G.F.I. q L 200 AMPAT 11 I c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ RRIG. COACH ROUGH -IN FOR OPT. CEILING FAN G J W.P. LIGHT NOTES- G.F.I. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT- INTERRUPTERS (GF.I.) A$ INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS A50VE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROO1M5 SHALL 5E GF.C.I. PROTECTED (GF.I I 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 F$.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDNANCEB, 1. EVERY BUILDING HAVING A FO65IL-FUEL-5URNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 6. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING 15 SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP, COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. JOB NUMBER 25002.061 CAD FILE NAME LOT 43 TB x m w 02-20-15 REVISED C 0 too 0 0 0 0 - I 6 4 .:- >'9 j `` ��• 00 �= h �J _E 0icOo0 t i iL- = I 4a 0 L. l) 4+ 0 2520 JOB NUMBER 25002.061 CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED 03-11-15 O 2585 MAIN FLOOR ELECTRICAL PLAN 4SHEET A GARAGE LEFT • TI TLE • MAIN FLOOR ELECTRICAL PLAN IJ62) DAVIS BEWS DESIGN GROVP 150 STATE STREET- EAST OLDWAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 O 2585 MAIN FLOOR ELECTRICAL PLAN 4SHEET A GARAGE LEFT • TI TLE • MAIN FLOOR ELECTRICAL PLAN HORIZ. U wr i in LECTf;:,'f CAL <*'� DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET rqwl HALF -SWITCHED DUPLEX OUTLET k 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 i0 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) cH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR sc SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) M TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER Am ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING PAN v 1> c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PIANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. .14" (UNLESS ABV COUNTERTOP) TELEVISION.. J4" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE; AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED IG.F.U. 6. IT ISI THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10A-05, N.E.C. 2008, 2010 F.BC. 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. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH (WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER 25002.061• CAD FILE NAME • • K m 02-20-15 REVISED 0_j 66 00 _ 40 Lo U r0 I, N' 0000) N d ,= co aLL • Ca ID Jao o00? LL �N ap fC O. Z ;z • JOB NUMBER 25002.061• CAD FILE NAME LOT 43 TB ISSUED 02-20-15 REVISED 03-11-15 • n 2585 ®ZpA1:To6 `" 1 2 0 UPPER FLOOR ELECTRICAL PLAN � SHEET 4B DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAIL • DENVER -'� EST. 1994 • n 2585 ®ZpA1:To6 `" 1 2 0 UPPER FLOOR ELECTRICAL PLAN � SHEET 4B _11 LI i i_.__. .. _ GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS 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, HE APPROPRIATE MATERIAL SHEET SHEET TITLE BEARING CAPACITY 2000 PSF METAL FASTENERS, ANCHORS, AND NAILS ARE T TERMITE TREATMENT AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 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 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS 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 ADDITIONAL INFORMATION.) Uj S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN ,1 S4. 1 NOTES & CONNECTOR LEGEND 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; 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 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 eC = 012 S4,2 ROOF FRAMING PLAN S5 LINTEL PLAN SD 1 FOUNDATION DETAILS 4. ALL CONCRETE REQUIREMENTS ORRREI FORCED CONCREK SHALL BE IN TE" ACI 318 LATEST EANCE WITH "THE ICODE TLOCATION INFO. 2TRUSSSES HE SALONG BE DESIGNED BY MWFRS METHODOLOGY FOR NG SPAN SD2 GENERAL DETAILS "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 SD3 GENERAL DETAILS 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 O SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE SD4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. ` THE LATEST EDITION OF ANSI TPI 1. 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) SD5 TWO STORY DETAILS 7. SLAB ON GRADE,SHALL BE SUPPORTED IN PLACE FROM THE IFORSHALL BE AS REQUIRED BY TRUSS PLANS TRUSSES R TO UPPER REINFORCEMENT OFHE SLAB MANUF CTUR RUN ESS NOTED ON LANS 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 SD6 TWO STORY DETAILS -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEB'EAM 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE 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) 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 UPDATES ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. DL = 14 PSF AT OVERBUILT 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 J IU)- W Z a O O W (A of W IY W D_ W W J W BOTTOM CHORD: DL = 10 PSF '' / "� U_ MASONRY WALL CONSTRUCTION NUMBER DATE DESCRIPTION �, �``�"° W 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DESIGN LIVE LOADS (MINIMUM): B) FLOORS - 40 PSF C AND ELEV A WITH BONUS CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF CREATED ELEV. A B, U)1 5/9/2014 2000 PSI (fm = 1900 PSI) B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) W,. C) DECKS - 40 PSF WITH MASTER 2 AND WITH BONUS & MASTER 2 C 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 LL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 D) STAIRS - 40 PSF E) ROOFS - 20 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES o 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE O SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL F) BONUS ROOMS /GAME ROOMS - 60 PSF, U.N.O. U, Z 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 6. CREATED ELEV. C W/ BONUS - TRUSSWAY THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, CC} =e�� FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 3 12/1$/2014 M�' o PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS TRUSSES HANGERS. INSIDE FACE. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCS1-1. AND TRUSS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES w ' z o 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM a- f AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. MANUFACTURER'S DRAWINGS ¢ o _ O 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE REMOVED OPTIONAL MASTER SUITE 2 AND 0 M ON THE DRAWINGS. FIELD REPAIR NOTESLL c s. HOOKS AT THE TOP &BOTTOM of VERTICAL REINFORCING BARS To BOC 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM O,c U 1. OMITTED REBARU)c� COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEC MASTER PER BILL YOUNGMAN'S REQUEST DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, Z` 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 e,+�� ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED, EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL >O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2 DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING O 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO m 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 L) U 13. DO NOT APPLY (UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR U) CONCENTRATED (LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, U) 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. p W Z FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION Q CONCRETE CONSOLIDATION. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY U_ O co Z_ i` WOOD CONSTRUCTION BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR O � �'- N ADDITIONAL INFORMATION.) Uj 4. METAL STUD SUBSTITUTION i,�Lo 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. WALLS •®o••••• •I' " �A. ••y :� c.7 _ W N p 6 C -J Z Z eC = 012 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL J 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 SHALI.. 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 J O BOTTOM CHORD: DL = 10 PSF '' / "� U_ MASONRY WALL CONSTRUCTION NUMBER DATE DESCRIPTION �, �``�"° W 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DESIGN LIVE LOADS (MINIMUM): B) FLOORS - 40 PSF C AND ELEV A WITH BONUS CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF CREATED ELEV. A B, U)1 5/9/2014 2000 PSI (fm = 1900 PSI) B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) W,. C) DECKS - 40 PSF WITH MASTER 2 AND WITH BONUS & MASTER 2 C 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 LL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 D) STAIRS - 40 PSF E) ROOFS - 20 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES o 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE O SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL F) BONUS ROOMS /GAME ROOMS - 60 PSF, U.N.O. U, Z 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 6. CREATED ELEV. C W/ BONUS - TRUSSWAY THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, CC} =e�� FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 3 12/1$/2014 M�' o PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS TRUSSES HANGERS. INSIDE FACE. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCS1-1. AND TRUSS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES w ' z o 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM a- f AND AT A MAXIMUM SPACING OF 8'-0" U.N.O. MANUFACTURER'S DRAWINGS ¢ o _ O 7. REINFORCING STEEL SHALL BE LAPPED MINIMUM 25" UNLESS NOTED OTHERWISE REMOVED OPTIONAL MASTER SUITE 2 AND 0 M ON THE DRAWINGS. FIELD REPAIR NOTESLL c s. HOOKS AT THE TOP &BOTTOM of VERTICAL REINFORCING BARS To BOC 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM O,c U 1. OMITTED REBARU)c� COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEC MASTER PER BILL YOUNGMAN'S REQUEST DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED REBAR, Z` 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 e,+�� ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED, EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL >O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2 DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING O 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO m 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 L) U 13. DO NOT APPLY (UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR U) CONCENTRATED (LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, U) 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. p W Z FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER 3. STAIR CONSTRUCTION Q CONCRETE CONSOLIDATION. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY U_ O co Z_ i` WOOD CONSTRUCTION BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR O � �'- N 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 SHALI.. 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 TIEB'EAM 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 WIND PRESSURE/ 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 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR 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 Ib/in' 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 APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). Ft = 1500 Ft = 1700 FILLET WELDS SHALL BE %6' LINO. Fall= 3000 Fc 3000 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING Fc j = 900 Fc j - 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 SISTANT BOARD FOR 24" O.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 0 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 ul:� (+) 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 o (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x 7'-0" (+)18.4 + . o W (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 5 5 a1-1 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 O Z o�j W0„" w z . o► UO < FcW�j CCZ J ul:� J F- ^ 5 i O < %g W E W V W6� Z o W I- Z 000 li�� OU o Z_ ¢ LLJ U) 3: Z W = o W LU -- �.. CL I �� i n . - b' 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. o i ri '1 17 r 1 11 P. I S1 > Q O W ul:� i _j LU 0 Z_ 3: Z LU �� 0 M b' z Z H ¢ Z 0 Z J 0 0 Ln o W _0000 N U) �JZ � W -"- W � 00 W p N F- 0 U CL �ury ILDbyG, U) STRUCTURAL ENG. CFG / BAD Q DRAFTING: SANFORD F ®��'II�tI�� Z -STRUCT _.. _ JV -- QC CHECK. CC _.......... _. _ ____ _ _.., . __... ...._.... JOB No. _-__. TM 2150120 __ SCALE:_ _ = AS INDICATED ~ DATE: 02/24/2015 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. o i ri '1 17 r 1 11 P. I S1 GENERAL NOTES TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SD3 GENERAL INDEX OF DRAWINGS FOUNDATIONS W WALLS STRUCTURAL WOOD FRAMIING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD REGARDLESS OF SPECIES. EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SHEET l SHEET TITLE BEARING CAPACITY 2000 PSF METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL LL REQUIRED) BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM TERMITE TREATMENT AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 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 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. AT EACH END SHALL BE PROVIDED. S1 STRUCTURAL NOTES SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORATE) MAY BE USED 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX)`. CONNECTORS SHALL BE A #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 PRIOR TO THE SLAB IS PLACED OR OTHER MEANS OF PROTECTING THE MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE S2 ►7 FOUNDATION D /� TION PL /� N V /'� 1 V /`1� V STRUCTURE MUST BE INSTALLED AT A LATER DATE, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. OF THE ra1llilli/� S3 EL PLACEMENT PLAN DOWEL CONSUMER SERVICES. ALL FRAMING IN CONTACT WITH THE SLAB TO BE TREATED 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS _ D BY TRUSS 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRE UNLESS NOTED ON PLANS SD5 V WITH BORATE TERMITE PROTECTION. PRESERVATIVE WOOD TREATER, 4 STAINLESS STEEL AND FASTENERS MAYBE USED WITH ALL TYPES 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI S4 FIRST FLOOR FRAMING PLAN CAST IN PLACE CONCRETE PRESSTED WOOD.CONNECTORS 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 ®• `®„•®•`•••��:s®� a 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S4.1 NOTES & CONNECTOR LEGEND 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT � � WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) S4.2 ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL SUPPORTING WALLS CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ;� • y '��° w Fc j = 900 Fc j = 900 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR Fv = 285 Fv = 285 S5 LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS: 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 OTHERWISE SPECIFIED. SD 1 FOUNDATION DETAILS THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOFTOP CHORD: LL = 20 PSF 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ S D2 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND , ,1 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER DL = 10 ( ) PSF(SHINGLE TYPE ROOF COVER) 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR ' SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SD3 GENERAL DETAILS LU W WALLS STRUCTURAL WOOD FRAMIING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SHALL BE SPRUCE-PINE-FIIR 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. BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 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. LL 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 AT EACH END SHALL BE PROVIDED. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH0 SD4 GENERAL DETAILS #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 ra1llilli/� GALVANIZED OR STAINLESS STEEL FASTENERS, DOR SODIUM BORATE (SBX) DOES 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. THE LATEST EDITION OF ANSI TPI 1. O NOT. 7. S LAB ON GRADE REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. _ D BY TRUSS 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRE UNLESS NOTED ON PLANS SD5 ��/ �/ �+ TWO V O STOR I DETAILS STRUCTURAL STEEL 'j® �1 b� 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI MASONRY. SEAT PLATES SMALL BE PROVIDED AT BEARING LOCATIONS WITHOUT BOLTS AND THREADED RODS MANUFACTURER 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 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 ®• `®„•®•`•••��:s®� a SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN ARE NOT SHOWN, BUT SHALL BE DESIGNED BY SD6 + + TWO STORY DETAILS ��,W COLUMNS BEAMS ••w LL `•:Pf� � � WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSSES ONLY. WEB MEMBERS APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). Ft = 1500 Ft = 1700 ;� • y '��° w Fc j = 900 Fc j = 900 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. Fv = 285 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 CV \ ® R o 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TRUSS DESIGN LOADS: 1 . USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. OTHERWISE SPECIFIED. rte: 'Z , l -i LIVING SPACE IS ABOVE THE GARAGE. HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ROOFTOP CHORD: LL = 20 PSF 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/ d. • ® ' U OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. TRUSS MNF. MAY TAKE REDUCTION FOR 6:12 SLOPES OR GREATER DL = 10 ( ) PSF(SHINGLE TYPE ROOF COVER) 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR UPDATES®•. `•! u°C,� Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE < A�`••• O OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN DL = 20 PSF(TILE TYPE ROOF COVER) •'•` ��`'" ` ®®` Q O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. DL = 14 PSF AT OVERBUILT __ �'-� � <c ®®®r�t�'e►� �` MASONRY WALL CONSTRUCTION BOTTOM CHORD: DL =10 PSF NUMBER DATE DESCRIPTION � ., �r, LL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, OF DESIGN LIVE LOADS (MINIMUM): A> FLOORS -4o PSF CREATED ELEV. A B, C AND ELEV A WITH BONUS cn , CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH B) BALCONIES - 60 PSF / 100 PSF (WHEN OVER 100 SQ FT) 1 5/9/2014 w 200o PSI (fm =1900 PSI) C) DECKS - 40 PSF WITH MASTER 2 AND WITH BONUS & MASTER 2 J 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 D) STAIRS - 40 PSF IL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". E) ROOFS - 20 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES o ° 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE F) BONUS ROOMS / GAME ROOMS - 60 PSF U.N.O. U 0 �'�-'i SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, CREATED ELEV• C W/ BONUS - TRUSSWAY z a 4 , , L°. r� 1, v � � w �'�.� FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS 3 12/18/2014 TRUSSES M N Q PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO HANGERS. 6INSIDE FACE. 7. PROVIDE ADDITIONAL BRACING AND BLOCKING PER BCSI-1. AND TRUSS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES w d U C " x0 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM MANUFACTURER'S DRAWINGS = AT A MAXIMUM OF REMOVED OPTIONAL MASTER SUITE 2 AND 7. EIN REINFORCING STEEL SHALAND MINIMUM 25" UNLESS NOTED OTHERWISE L BE ON THE DRAWINGS. FIELD REPAIR NOTES"? 5 1/3O/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM O 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND 1. OMITTED RESAR MASTER PER BILL YOUNGMAN'S REQUEST 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, 0 s ,0 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 W ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED.EPDXY OR EQUIVILENT. FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL13 0� 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE BY USING O 1 11. GROUT STOPS SHALL BE (PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO d Q m LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO MANUFACTURER'S SPECIFICATIONS, THEN FILL CELL 1N THE NORMAL WAY DURING Ld CELLS BELOW. THE USE OF FELT PAPER AS A STOP 1S 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). F - CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 2. STRAPS/CONNECTOR SUBSTITUTION U 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, W 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. �_ Z FILLED CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER3. STAIR CONSTRUCTION Q W (5 U) Z l; CONCRETE CONSOLIDATION. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY O g W WOOD CONSTRUCTION BE USED FOR RISERS &TREADS ILO 2x12'S (SEE GENERAL STAIR DETAILS FOR O wN r_1% nD 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 FRAMIING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), 5. OMITTED J -BOLT SHALL BE SPRUCE-PINE-FIIR 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 INTERIIOR 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 WIND PRESSURE/ 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 SMALL 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 BUILDING CORNERS. 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 Ib/int 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 APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (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 j = 900 PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. Fv = 285 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 . USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.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 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a, 5 5 �' 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 V-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 O 0 z u) cp U Z o Q J 2A19z _g z Z Z6 W U LU Q -I Z OO� U W Q LU(n 05 z = _ W O A.. (.0 m z O J o W 0 z 'S Z W 0 _ co I- d. M Z F- H Z_0 J I- Q LLQ o W 0 ❑ 0 00 0 z N m LU 0WLL v W a Q Fa�-�F_ 0 CL VILd/N � G' U) STRUCTURAL ENG: CFG / BAD Q DRAFTING: SANFORD P W STRUCT: JV QC CHECK: CC JOB No. TM - 2150120 ............. 1 �y ! 2 1 = SCALE:...- AS INDICATED ---- _ ._.__.__ ~ DATE: 02/24/2015 S1 he exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An 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 ,COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and is t p p y Y p 0 0 M A/C PAD A/C 75'-0" op 52'4" (2 STORY FOOTING) 9'-0" 13-8" 01 10" 8'-2" 1 0 r bo N zo N 0 M J1 co o 0000 2 (V z FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE f— LAPPED MIN. 6" AND SEALED. a 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. 1-- LAP —LAP SPLICES SHALL BE NO LESS THAN 25". z W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 RECESSING DOOR SILLS. W Z U 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. W 0 F- 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE OU SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z V CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ES W USE ALTERNATE APPROVED METHOD. Q OD 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q COMMUNITY & COUNTY CODES. D 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 0 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION U- INSTRUCTIONS. _.... _. 0 9. NO WOOD STAKES PERMITTED IN FOUNDATION, W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE. SEE DTL MF09 AND MFIO ON SDI FOR STANDARD 7� '/® W a FOOTING STEP DOWN AND CORNER INFORMATION. ®®woo a 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE °, A.°; W_ o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH o �:� Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION C cINJ U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 0 -� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS® + Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE +° • e�1�.. Ll PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL �� /IA®oa ' , Soo's " ` 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO = A '�'Q p� ; , Q J J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ®®®e11 9A►��®® w SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. p 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z O��' M STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND <U u O7Y o FOOTING SIZES PENDING DEPTH OF STEMWALL. 4 • W O (FOOTING SCHEDULE Q :- p . 0 Z O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY W O au n CYw U z O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY O > O 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY IL LLI 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY U 7 2.6 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY Z O Z 36" x36" xI2" dp w/ #5's @ 6" O.C. EA. WAY ui zFg,* U- W °'��ir` 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY ZO Z WW z F to _� O48 x48 x12 dp w/ #5's @ 6 O.C. EA. WAY 0 N N m W 1 :)a fJ Z 'M' 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY _ < (q O Q Z V 15- 0 Oa O5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY z U Vj W a h- F - z W Z o F- O O LL �-- U. U F- U �t W z W SYMBOLS LEGEND W M: O ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). O m j Z • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q � TO TIE BEAM. 0 J o W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Z 'S Z w 0 11 • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND 32 O.C. (6" MIN. EMBED) U.N.O. Z Z Z = 0�-� 0 Y o 0 o 0000 z N Z COMPACTION TEST _i REQUIRED Q o U uuLL 0 0 = Results to be Verified U, — W �., 0 at Slab Inspection LU p Q,VILDItiG' - ? ry �- SANFOnD U) STRUCTURAL ENG: CFG / BAD O c Q DRAFTING: Z W_ ..... -STRUCT: JV fA------- QC CHECK: CC " ry JOB No. _. TM - 2150120 = SCALE: AS INDICATED ~ DATE: 02/24/2015 FOUNDATION PLAN - 1/4"=11 -011 S2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. N � 7'-0" 6"-8" � 6'-8" � 6'-8" V 3'-8" 7'-0" 4'-6" V-10" 3'-2" V 3'-2" V 7'-4" L01'-8" I I 11=4" 8'-4" 4'-4" 4'-0" 4'-0" I 4'-0" L 4'-0" 2'-0" 7'-0" o 4 4 4qV 3'-4" 6'-8" 6'-8" L 6'-8" L,0 5'-8„ L 71-011 OD 0 7 O -W �' r 1� Q 00 O (o SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). [� • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 1-- Z LU • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND LU Z 32" O.C. (6" MIN. EMBED) U.N.O. Q o I— O n ZO o V) J w M WILD/NC SANFORD ORTM�r\ 1- - 12 o DOWEL LAYOUT PLAN_ 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. J LL 0 7 LIJ -W �' r 1� Q 00 Z SYMBOLS LEGEND w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). [� • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 1-- Z LU • 1/2" J -BOLTS 6" FROM EACH END OF WALL AND LU Z 32" O.C. (6" MIN. EMBED) U.N.O. Q o I— O n ZO o V) J w M WILD/NC SANFORD ORTM�r\ 1- - 12 o DOWEL LAYOUT PLAN_ 1/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. J LL 7 LIJ -W �' r 1� Q J Z 0 O Uri CL 11 0: F ��Z W - .J ^ 99$ I r W O N Q 4 W' E 9� W F— w Q W O Z ~ N F— " U LL O J 0 O P: W U 0 Q F- w ®®�`®t ► l � i t ► ®,,�,� UL a �,o �F►ib jesesee•• '00, fes,, •W_ Z w = LL. ee a 0 Z Z Z�cV 0 LU MCC Q III r • . <` J LL O a 0 O U z Z 0 M l � � (V Z F— Q••� 'U Z cG _ w �QW LUL O ly 2' 1 °' U z •"� C �r O O !L LO 0 W LY_ F- 00000 F— U F— Z z iV m < rrz^ V ^ 7—A 2 w LL O 7 LIJ -W �' r 1� Q J Z 0 O Uri CL 11 0: F ��Z W - .J ^ 99$ I r W 0 v Q 4 W' E 9� � Q W O Z ~ N F— " U Q J 0 O P: W U 0 Q F- w u 0 M Z w = 0 0 Q III U) ,...� O a 0 O Z m F— �QW w SCALE: AS INDICATED ~ DATE: 02/24/2015 Uri 11 j - Q W z_ S Z W u 0 M 0 0 Z J 0 O F— �QW w O !L LO 0 F- 00000 Z z iV m w 0 J Z W W D 0 W � Q F—�h U CL F- STRUCTURAL ENG: CFG / BAD .� DRAFTING: I-- Z W......... -STRUCT: ..-.------- JV .... .... — QC CHECK: CC JOB No. TM - 2150120 SCALE: AS INDICATED ~ DATE: 02/24/2015 FIRST F FRAMING P 1/411=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. ajZ O z W ❑ l`-- U) J O a cn zF8� LL O `/ Z z C) W v, N O c C-6 z U) o J U) W Q Z or -in J Ig z Uj m OR � _ W 0LL 1�� O a��E U ��W; LU w O O Q 11-0 C.4 z Z�� J LL Q! —j0 0 0LL O Uj W z O N �... (!) r W H W .. (L U- O m co z ��r ger®® W «� J.' % LogLn Q oat e e, as '�►'"� Q ® ❑_ v! ❑ "!eeeseoeeeee O -j W LLL fi. w Z O N CL l O M 0 ❑44CJ,r z idal co CV Z Z J CJ a_ O 0 a LL L zO V) Z O U) ` O O � Q a LLI W ❑ U z U) J a cn zF8� LL O `/ Z W v, N O c C-6 z U) O Q Z or -in J Ig z Uj OR � _ W 0LL 1�� O a��E U ��W; LU w O Q 11-0 C.4 z Z�� Q! —j0 0 0LL Uj W z <1 �... (!) r .. (L m z_ Q ❑ -j W z_ 3 W Z O N M z Z Z J F- 0 0 L V) Q o LLI � O W 0000 1 ❑ z N v)0 W H —� W Z a U) W�- IQ 0 LL 0 U, Ia- F - 'oLoiNc v ❑ � SANC3RD J STRUCTURAL ENG: CFG / BAD -- - DRAFTING: -- — - -- ----------------- 6 Q Z W STRUCT: - --- JV --- QC CHECK JOB No...__. CC - TM - 2150120 SCALE: AS INDICATED F- DATE: 02/24/2015 S4 BEARING WOOD WALL SCHEDULE TAG STUD SPACING CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf '-rd. PT. 3 PLATE BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. PT. 16d NAILS H5.5xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING El SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 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. %2" 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) O(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 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 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 - 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 H5.5xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING El SEE PLAN FOR WALL WIDTH OPENING SIZE 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) 1 Od 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 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE O(2)2X4 SYP #2 BUILT UP STUD COLUMN OB (3)2X4 SYP#2 BUILT UP STUD COLUMN O(4)2X4 SYP#2 BUILT UP STUD COLUMN O(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 HO 4x4 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. OR 5-1/4"x7" LVL COLUMN. SO 7"x7" LVL COLUMN. O NAILS & (18)4"x22" TAPCONS O - H10A 1015 H1 OA 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 & $" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8X8: ABU88 w/(1 8)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22" 1 O .148"x3" 12d .148" x 34" 16d .162„ x 32„ NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12„ NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" it META20 w/(7) 1 Od x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4"x22" TAPCONS H1OA w/(18)1Od x 12" NAILS OR H10A 1015 H1 OA 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H1 OA -2 1070 H10A-2 1245 41 HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS El (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & F61 H2.5A w/(1 0)8d FRAME TO FRAME 535 600 El MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 R MGT w/(22)10d e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TOPOST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 2"' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 F 8118 LTT20B w/(10) 10d NAILS & a" 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)1 Od x 12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)124 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'GIRDER 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 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS 82x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TOPOST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: w 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 0 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 Q 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 LIJ BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE ry Z CONTINUOUS FROM FLOOR TO CEILING. w 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O Q~„ ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS (D o WITH CABINETS AS SHOWN ON PLANS. p U) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. ? Q 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. p 8. IT IS REQUIRED TO BRACE AND BLOCK PER BCSI 1 CURRENT EDITION. IN Q ADDITION, PROVIDE BRACING AND BLOCKING SHOWN ON PLANS. U_ 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 N TRUSSES = w 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE H THE GARAGE. O 0 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN Z PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS e_ROJECT. `iw41111 N f 1114 r- OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT P RTO y �!'r` %` N It CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUS§"SHOP • ®•��•®�••••�e- ��`. W DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW ••►� ®•.fit% �, Z Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE +;qlh o ®' Q PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS e ' N J SHOP DRAWS, ADDITIONAL F'EE'S MAY APPLY. STARTING CONSTRUCTION OR • ' TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED AND THE E.O.R. IS ® ' - a2 •• •; 4 .` NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF ,� .•� e/j ,• ` J CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS /�j•**Qeo ..•GG 5�$ CC LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD.` �� P`' <r U- 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 'see��sli��®��"'�, ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND U) BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE W-�A) ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED D- AREAS, THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. O U, 0 CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER o THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. c� J BUILDER NOTE: M o IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH W THE TRUSS MANUFACTURERS LAYOUT Q o 0 ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO ° Ur,F,``' PLACEMENT OF ANY TRUSSES o' c °v NAILING SCHEDULE: o ROOFS: Ica Ld 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 n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION Lj.. PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p O Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. N �"� LD Lj Zr-8* GABLE ENDS: U_LU -'o,,r ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. Z W N p ki M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL 6" O.C. ALL OTHER O0 1 Z 0 rn EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q Z C� V ago o z z w Pj Z EXTERIOR WALLS: w rn z SEE WF10/SD4 FOR MORE INFO. _ Z) Q C� FE NAILS: _ "" Z a M o w `d E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.U wi ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w J Q td� CL I- c� HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U Uj EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q � ` r/) Zz p U N TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL O �..� BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: Z w 7 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - 2 Z 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 �uILtarti� 1/4"=1 1-011 SANFORD IF I-12 RTNg�`,� 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 prohibite . m J W p Z E- Z 0 0 J V) a LL 0000 N m H 0J Z WIX i W >- OO 0 F- � F - STRUCTURAL ENG: CFG / BAD ................. DRAFTING: STRUCT: JV QC CHECK CC JOB No. TM -2150120 SCALE: AS INDICATED DATE: 02/24/2015 S4,1 J08 J09 J10 J11 J11 J10 J09 J08 4*51 WSO4 SD5 A 4 @0, 4 B 00 00 C17 O N M M M M M M M M N O I� O ) W w �' 0_' O_' Q' d' d' �' Q' 0: Q' Q-' D: CL' Fe &L AQ' O A J08 J09 J10 J11 J11 J10 J09 J08 4*51 WSO4 SD5 A 4 @0, 4 B 00 00 C17 O N M M M M M M M M N O I� O ) W w �' 0_' O_' Q' d' d' �' Q' 0: Q' Q-' D: CL' Fe &L AQ' O STANDARD 2ND FLOOR FRAMING NOTES: � Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' Q OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W Z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W O SHEATHING IS NOT CONTINUOUS) W 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. OU z U 0 U) J W M C) D iY O J LL 0 a N W W 17F - LL O W z a o N �. ly;" '``o �® •••u•"®V �% �d CL ••� Z Z J i% • 1! Ca J O �� ••i'0.° �''R LL LU ..a.0. O ❑ �!h"r Z�d- Q N C W o zEL .. Q o O. s U - M OZ W 4= z11I.0 O 's�L W 0 0 ■� O CL CL ,Q W J20 U J20 z a <C J20 E Cr) z g.r w LU O N J20 O_ UI 06 zIn Q CIO h C7 '�'.s Z z `�F��o J20 GE03 J N WE W ��+ �oss,g° J20 SD3 `� wj FE J2o W Q T�e�NF z J LL z U - J20 H O LL - O ~ O Lu J20 ¢ W z LU ►� 00 rn a 00 00 00 00 0)tip 0 OS O WSO4 � 4 F SD5 4 A WSO4 z m SD5 0 > O LU ❑ W z_ Z LU 0 M �1 ❑z Z F— a Z 0 0000 LU W) LD OC LU � N m 0 U -j W �= W >-inO O Q o: STRUCTURAL ENG: CFG / BAD DRAFTING: z-STRUCT: JV IL W a QC CHECK: CC aS4NFORO ry JOB No. TM - 2150120 SCALE: E: AS INDICATED ROOF FRAMING PLAN R _- DATE: 02/24/2015 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 ,,._ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. IRE 0 lips 4 I I"— I�U 00 C) 0 0 <�A �jl 0 i ill STRAPS Jog P"A J0 7, STANDARD 2ND FLOOR FRAMING NOTES: � Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW' Q OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) 0 OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS W Z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR W O SHEATHING IS NOT CONTINUOUS) W 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. OU z U 0 U) J W M C) D iY O J LL 0 a N W W 17F - LL O W z a o N �. ly;" '``o �® •••u•"®V �% �d CL ••� Z Z J i% • 1! Ca J O �� ••i'0.° �''R LL LU ..a.0. O ❑ �!h"r Z�d- Q N C W o zEL .. Q o O. s U - M OZ W 4= z11I.0 O 's�L W 0 0 ■� O CL CL ,Q W J20 U J20 z a <C J20 E Cr) z g.r w LU O N J20 O_ UI 06 zIn Q CIO h C7 '�'.s Z z `�F��o J20 GE03 J N WE W ��+ �oss,g° J20 SD3 `� wj FE J2o W Q T�e�NF z J LL z U - J20 H O LL - O ~ O Lu J20 ¢ W z LU ►� 00 rn a 00 00 00 00 0)tip 0 OS O WSO4 � 4 F SD5 4 A WSO4 z m SD5 0 > O LU ❑ W z_ Z LU 0 M �1 ❑z Z F— a Z 0 0000 LU W) LD OC LU � N m 0 U -j W �= W >-inO O Q o: STRUCTURAL ENG: CFG / BAD DRAFTING: z-STRUCT: JV IL W a QC CHECK: CC aS4NFORO ry JOB No. TM - 2150120 SCALE: E: AS INDICATED ROOF FRAMING PLAN R _- DATE: 02/24/2015 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4.2 ,,._ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. z d W a H 0 W z 0 Q AT CORNERS PRECAST "U" LINTEL W/ 3000 psi CONC. PER � . tom. BEND 0 :N. '.+• . . •. r :• +,. •4 . �4 . PROVIDE LINTEL PLAN. IF REBAR IS INDICATED IN ))• IIB" 11011 l77 STANDARD #5 LINTEL #5 TO BE HOOKED INTO SIDE 17/8 TYPI AL SHEAR WA HOOK BAR. LAP VERTICALS 21/2 5 5/8 TYPICAL TRUSS ANCHOR PER PLAN OTHER BARS INTO a 31/8 TRANSOM OPENING a CORNER AS REQ'D ': #6 " 81/16 PROVIDE SCREEN WHEN BLOCK BELOW IS 30 #7 10HOOK 9 13/16 NOT REQUIRED TO BE FILLED 35 WINDOW BY BUILDER _ — STANDARD 90 DEGREE HOOK d— •° °d •d,'.' 'Od �4'�.'�:° .. •d° ° °° .=•° d ° a W TYP. BOND BEAM 8" x 8" x 16" K.O.LINTEL MORE INFO -STRUCT: BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. � REBAR 4 0 JA 1 LL LLz •Y... (2) 2X8 WOOD HEADER °'a 'd a' V 4 a. q J ,;�,. 9 d QCCHECK ----------------- - C4 K J 0- 'A°Idl ° Eld �'4.�I°. z W JOB No. SCALE: 2X8 TO MASONRY WALL UkUUk° 2 U) �';:. ° d ... ANGER @ EA. END. • ' USING (6) 3/16" DIA. X 1 a 11- A d ° ° AS �.�'' 1/2" NAILS INTO HEADER. ROUGH OPENING PER PLAN THEN APPLY THE 2ND PLY a A a ° STAGGERED @ 6" O.C. STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) d #5 DIA. REBAR -I i t I I I !' I I '.lid SEE PLAN FOR TOP OF WALL AND LINTEL INFO � . tom. BEND 0 :N. '.+• . . •. r :• +,. •4 . �4 . LAP SPLICE ))• IIB" 11011 l77 ° . NO -SHEAR WALL AT OPENING 17/8 TYPI AL SHEAR WA 4 d 21/2 5 5/8 a a 20 a 31/8 TRANSOM OPENING a 25 #6 33/4 81/16 14 30 #7 FRAME INFILL AROUk� 9 13/16 16 1/2 35 WINDOW BY BUILDER _ :, '�' SEE FOUNDATION SEE WF01/SD2 FOR / ;S; ' '' PLAN FOR FILLED CELL +' INFO. MIN. (1) IS REQ'D -I i t I I I !' I I '.lid 8" x 8" x 16" CMU U.N.O. a INDICATES FILLED CELL FROM FTG, TO TIE 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" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO � . tom. BEND 0 :N. '.+• . . •. r :• +,. •4 . �4 . LAP SPLICE ))• IIB" 11011 l77 ° . NO -SHEAR WALL AT OPENING 17/8 TYPI AL SHEAR WA L SEGMENT #4 21/2 5 5/8 a a 20 #5 31/8 TRANSOM OPENING 113/4 25 8" x 8" x 16" CMU U.N.O. a INDICATES FILLED CELL FROM FTG, TO TIE 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" = 1'-0" 0 M 8'-411 400LINTEL AT TRANSOM DETAIL 11 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W STANDARD LINTELS STANDARD LINTEL NOTES o MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32 -16/81`32 -OB 2'-211 2231 3069/3069 6113/6113 8974/8974 10000 /10000 1 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. 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. 3'-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 1— 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 W 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 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 6'-10" 488 991/991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. O T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED 70 WORK AS A MIN. 32 FOR THE LOAD 0 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0 IZ 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 (D V 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 0 U) 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND J W 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. p=p 0 13'-4" 0 430 / 430 1002 / 1002 1697 / 1697 2630 / 0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 0 14'-0" 0 424/424 1234/1234 1779/0 2662/0 SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND 14'-8" 0 379/0 1160/0 1660/0 2439/0 METHODS 0 16'-8" 0 288/0 950/0 1379/0 199710 LL 18'-8" 0 224/0 750/0 1177/0 1676 / 0-- — - - - -- 19'-4" 0 180/0 598/0 1114/0 1468/0 MATERIALS SOV j 20'-8" 0 177/0 598/0 1024/0 1441/0 1. fc PRECAST LINTELS = 3500 PSL = W 21'-4" 0 164/0 550/0 981/0 1376/02. f PRESTRESSED LINTELS = 6000 psi. 23'-4" 129/0 450/0 824/0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O RECESSED LINTELS -FILLED (D MAX. CLR. OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSI. 0 W T-0" 1691/1360 5206/3280 8060/5421 r6 II Y ��y 0.. 3'-4" 1425/1130 5206/3280 8060/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE" 'yar.�e 3'-6" 1320/1042 5206/3280 8060/5421 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 0'®��^ 3'-8" 1230/963 5206/3280 8060/4946 CL'� •°o®° •®O•o�i ��% 4'-0" 1081/866 4567/2992 8060/2839 LINTEL DESIGNATION SCHEDULE••� c> �,°°° 5'-0" 846/598 3810/1716 8060/2649 °. F = FILLED WITH GROUT / I'"' 41 '°": Q 6'-0" 693/458 2738/1600 7747/7915 LINTEL • ;(,� �" po T-0" 526/375 1568/1568 5743/5743 MARK REQUIREMENTS U =UNFILLED R = RECESSED �'° a,, `•a\\�s 8'-0" 415/273 1436/1516 5743/5743 QUANTITY OF #5 REBAR @ '®•"ca 0 9'0" 415/273 1436/1516 3129 / 3129 O 8RF6-1 B/1TBOTTOM OF LINTEL CAVITY *a@* 4,69 " a®4 � 8F16-1_B/1T 8F8-1B/1T —QUANTITY OF #5 REBAR AT TOP ��/ 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O $RF14-1B/1T NOMINAL HEIGHT —r NOMINAL WIDTH 0° 8F16-1B/1T 0 O TYPE DESIGNATION 0 o7 E 8RF14-OB/1T z 0 �✓ r> Q 'i' O MC "� O i'I F 8F16-0B/1T 1-1/2" CLEAR cl " 7 a O 8F20-1B/1T Q w#5 REBAR AT TOP MIN. (1) REQ'D IW- y�/� - ,,m c O = d a 1 f fD — :4 Q r-1 O 0" 8F20-OB/1T Q C.M.U. U d U O 8RF22-16/17 LO 0° GROUT O �' ` E z #5 REBAR AT BOTTOM OF LINTEL Z "''s`� U 0 8F24-1B/1T � • CAVITY 0 " 0 8RF22-06/1T BOTTOM REINFORCING PROVIDED > 0 ' - • L 7-5/8" AC A IN LINTEL (VARIES) 0—I O 8F24-0B/1T 8" NOMINAL WIDTH 0- 0- 7 1 11 -4 � 8RF30-1 B/1 T � 6'-4" 3'-2" . V-8'.' SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO � . tom. BEND 0 :N. '.+• . . •. r :• +,. •4 . �4 . LAP SPLICE ))• IIB" 11011 l77 "D11#3 <. 17/8 41/4 LINTEL PER PLAN + 7>•> ..• : ; '.':r.: 15 #4 21/2 5 5/8 91/2 20 #5 31/8 TRANSOM OPENING 113/4 25 #6 33/4 81/16 14 30 #7 FRAME INFILL AROUk� 9 13/16 16 1/2 35 WINDOW BY BUILDER _ :, '�' SEE FOUNDATION SEE WF01/SD2 FOR / ;S; ' '' PLAN FOR FILLED CELL +' INFO. MIN. (1) IS REQ'D MORE INFO -STRUCT: JV � ON EITHER SIDE U.N.O. •Y... (2) 2X8 WOOD HEADER %, ;, .. ,;�,. fn._...-- QCCHECK ----------------- CC TURNED SIDEWAYS. ' LINTEL ATTACH THE FIRST PLY Lij 2 JOB No. SCALE: 2X8 TO MASONRY WALL ;'.:; ,•:, + : W/ SIMPSON HUS26 �';:. +, DOOR OPENING ... ANGER @ EA. END. • ' USING (6) 3/16" DIA. X 1 3/4" TAPCONS INTO AS MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. THEN APPLY THE 2ND PLY 02/24/2015 TO THE 1ST PLY W/1Od STAGGERED @ 6" O.C. 0 M 8'-411 400LINTEL AT TRANSOM DETAIL 11 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED APPROVED LINTEL MANUFACTURERS: MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE. CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL W STANDARD LINTELS STANDARD LINTEL NOTES o MAX. CLR. OPENING 8" UNFILLED 8F8-1B/8F8-0B 8F16-1B/8F16-0B 8F24-1B/8F24-0B 8F32 -16/81`32 -OB 2'-211 2231 3069/3069 6113/6113 8974/8974 10000 /10000 1 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. 3'-4" 1343 2693/2561 6113/5136 8974/5074 10000/6364 U.N.O. 3'-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 1— 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 W 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 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 6'-10" 488 991/991 2661/1631 5681/3707 6472/3685 FOR APPROVAL. O T-8" 416 752/752 1843/1625 3486/2698 6390/3685 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED 70 WORK AS A MIN. 32 FOR THE LOAD 0 8'-8" 354 726/726 1843/1625 3486/3486 6205/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 0 IZ 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 (D V 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 0 U) 11'-10" 255 471/471 1075/1075 1838/1838 2883/2535 VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND J W 12'-8" 239 458/458 1075/1075 1838/1838 2883/2278 COORDINATE WITH EOR AS REQUIRED. p=p 0 13'-4" 0 430 / 430 1002 / 1002 1697 / 1697 2630 / 0 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 0 14'-0" 0 424/424 1234/1234 1779/0 2662/0 SUPPLIER SPECIFICATIONS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND 14'-8" 0 379/0 1160/0 1660/0 2439/0 METHODS 0 16'-8" 0 288/0 950/0 1379/0 199710 LL 18'-8" 0 224/0 750/0 1177/0 1676 / 0-- — - - - -- 19'-4" 0 180/0 598/0 1114/0 1468/0 MATERIALS SOV j 20'-8" 0 177/0 598/0 1024/0 1441/0 1. fc PRECAST LINTELS = 3500 PSL = W 21'-4" 0 164/0 550/0 981/0 1376/02. f PRESTRESSED LINTELS = 6000 psi. 23'-4" 129/0 450/0 824/0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O RECESSED LINTELS -FILLED (D MAX. CLR. OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSI. 0 W T-0" 1691/1360 5206/3280 8060/5421 r6 II Y ��y 0.. 3'-4" 1425/1130 5206/3280 8060/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE" 'yar.�e 3'-6" 1320/1042 5206/3280 8060/5421 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 0'®��^ 3'-8" 1230/963 5206/3280 8060/4946 CL'� •°o®° •®O•o�i ��% 4'-0" 1081/866 4567/2992 8060/2839 LINTEL DESIGNATION SCHEDULE••� c> �,°°° 5'-0" 846/598 3810/1716 8060/2649 °. F = FILLED WITH GROUT / I'"' 41 '°": Q 6'-0" 693/458 2738/1600 7747/7915 LINTEL • ;(,� �" po T-0" 526/375 1568/1568 5743/5743 MARK REQUIREMENTS U =UNFILLED R = RECESSED �'° a,, `•a\\�s 8'-0" 415/273 1436/1516 5743/5743 QUANTITY OF #5 REBAR @ '®•"ca 0 9'0" 415/273 1436/1516 3129 / 3129 O 8RF6-1 B/1TBOTTOM OF LINTEL CAVITY *a@* 4,69 " a®4 � 8F16-1_B/1T 8F8-1B/1T —QUANTITY OF #5 REBAR AT TOP ��/ 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O $RF14-1B/1T NOMINAL HEIGHT —r NOMINAL WIDTH 0° 8F16-1B/1T 0 O TYPE DESIGNATION 0 o7 E 8RF14-OB/1T z 0 �✓ r> Q 'i' O MC "� O i'I F 8F16-0B/1T 1-1/2" CLEAR cl " 7 a O 8F20-1B/1T Q w#5 REBAR AT TOP MIN. (1) REQ'D IW- y�/� - ,,m c O = d a 1 f fD — :4 Q r-1 O 0" 8F20-OB/1T Q C.M.U. U d U O 8RF22-16/17 LO 0° GROUT O �' ` E z #5 REBAR AT BOTTOM OF LINTEL Z "''s`� U 0 8F24-1B/1T � • CAVITY 0 " 0 8RF22-06/1T BOTTOM REINFORCING PROVIDED > 0 ' - • L 7-5/8" AC A IN LINTEL (VARIES) 0—I O 8F24-0B/1T 8" NOMINAL WIDTH 0- 0- 7 1 11 -4 � 8RF30-1 B/1 T � 6'-4" 3'-2" . V-8'.' SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 BAR SIZE BEND 0 LENGTH LAP SPLICE "All IIB" 11011 l77 "D11#3 <. 17/8 41/4 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 6'-4" I- 8F32-1B/1T 1-1/2" CLEAR j OR 8RF30-0B/1T Q W #5 REBAR AT TOP MIN. (1) REQ'D U) H = d'.o a Z O 81`32 -0B/1T Q Q C.M.U. < U z zFg* Lij O 81`38-16/17 1? 0. °4. GROUT O % NN n L—LO z ° z0. ` wM� O 81`12-16/17 cm • Q (a Q9 :�! BOTTOM REINFORCING PROVIDED m O 81`48 -OB/1T -�—�I` U .I z � F 7-5/8" ACTUAL IN LINTEL (VARIES) 0 J 0 81`56-06/17 8 NOMINAL WIDTH = G g Ox 8RF38 -1 B/1T UNFILLED _ � Z a D y W 0 O NOT USED 1 CD N J W Q~N11 CD H1-1/2" CLEAR 0 W Z Z li _ _j p J #5 REBAR AT TOP MIN. (1) REQ'D 11� �� o U) W d > TOP KNOCK OUT/ LINTEL BLOCK V Z W COURSE Q W w0XW a,•'n z W "� CV.O m ¢#5 REBAR AT BOTTOM MIN. (1)65 Lu -� ~ w w REQ'D 0 I— 16 GA. POWERS STEEL BOXED 0 7-5/8 ACTUAL LINTEL 8 NOMINAL WIDTH (� m POWERS STEEL ¢ j o J Q SAFE LOAD TABLE NOTES 0 W 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 3 Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL = M RECESSED LINTELS BASED ON 4" NOMINAL. BEARING. 2. 0 = NOT RATED. z Z 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. O J 0 co 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Q 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 0 O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O 00 O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z N CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF (9 ..0 Z SUPPORT. w WLL._ 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 4. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. W�// a 5Q = �VILDlNn 0 •� 4 d. Gay #3 — 2 �Q' U LL « _ 1" SANFORD ry� y - A. .. U ° ° ° <: U <. e ' ° #4 #5 = 2 Y2' O�� U) STRUCTURAL ENG: CFG / BAD __. + - _ d .. d a P P _ — #6 3" +9R7M� Q RAFTING a W -STRUCT: JV fn._...-- QCCHECK ----------------- CC d. d d..• LINTEL PLAN Lij 2 JOB No. SCALE: TM - 2150120 _ ____ INDICATED LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK ~ AS DATE: 02/24/2015 1/8"=1 1-011 4�D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM HOLD BEARING WALL SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL W CELL SOLID CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK I 8" CMU BLOCK MIN 4" WITH FOUNDATION 2 1/4" WALL SCHEDULE WALL SCHEDULE 0 BELOW FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ ¢ 3-1/2" CONC. SLAB w/ 3-1l2" CONC. SLAB w/ INFORMATION INFORMATION FIBERMESH REINF. OVER FIBERMESH REINF. OVER U (1) #5's CONT. FIBERMESH REINF. OVER w FIBERMESH REINF. OVER FIBERMESH REINF. OVER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER w 3-1/2 CONC. SLAB w/ 6 MIL VAPOR BARRIER g 6 MIL VAPOR BARRIER Z Z 6 MIL VAPOR BARRIER 2x PT SILL PLATE 2x PT SILL PLATE FIBERMESH REINF. OVER Q � a W ¢J 6 MIL VAPOR BARRIER Z w Q a. a a CO �— ( W W .•. Cn da d 4.. M ° \ II a, 4d. d '"dS .. a II.r ,4 a,�. ` Q 4 e. a ° d e.T�1,-I (/) d da i] �° .''e' �.. I d? A a° .''e' Co O (n° '. .4 — -4';. a ° 'I de o _ rd °+9 4 —I LLI Z II I o a e GRADE I. — I o ° a GRADE_ �wnn a d, —45° a 4 a _ _ a d -. h 4 .'a • V a 1 I °' 4 °. a °0 e I I I -----I I I O — d _ I—I — — e ° .' _ -- Z ap d_.-- I =� I— a :d ..'•' Z —I I I I- I `� ° — r * ° 4 .. e+ e' „ Y w — r — — --_ = — — _ — — -ISI=ISI �� — I—� = 1= I I�I I o F— •a' .,......�.. _— .,a. ..,..,.� �I w� I—�I--III I,—II„ •II I I 1I - _ — =11=11 I a _ — 'a°.. .4 a — o I 4 ' a - o w I = _8 — 4 I— — — — _ __� LEAN U - -_ °o III --I I I p CLEAN COMPACTED 1 -—III III III—III I CLE O =III III=) I I=1 COMPACTED Z (� — I I I—I III—III I — 1 III I I 1 1 1 I 1 I I— FILL @ 95% STANDARD -1 I I— 1 , III I ( I CLEAN (2) #5 BARS CONT. W! 3' COVER FILL @ 95% p U) _ —_ — CLEAN COMPACTED — FILL @ 95% STANDARD 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD =1 W (2) #5 BARS CONT. III=III=III . • (2) #5 BAR'S CONT. - III=III—I I I � TYP. AT 2 STORY CONDITIONS 8"' 8.1 FILL @ 95% (3) #5 BARS REQUIRED AND DENSITY W/ 3" COVER TYP. CLEAN COMPACTED W! 3" COVER TYP. CLEAN COMPACTED DENSITY T-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 m @ FOOTING TO BE 20" WIDE DENSITY �_ 101 DENSITY DENSITY AT 2 STORY CONDITIONS (3) #5 BARS REQUIRED AND FOOTING TO BE 20" WIDE WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG U_ SHALL BE 1'4" WIDE w/(3) #5 BARS SHALL BE 1'4" WIDE w/(3) #5 BARS 0 N W W F01 TYP. EXT. FOOTING 141=02 GARAGE CURB FOOTING FO NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING LL _ o 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„ � 0111 u � r rti®®�r Ln LL 3/4” RECESS @ �,` �•� Z Z PER MFG. SLIDING GLASS Z "�» 0 U DOOR � u� � , <� Q SPECS , • — _' �_�e•Qa Q SLOPPED GROUT ° d �. •. �•• c'J TO DRAIN SEE PLAN a 4 d d. SLOPE 8 CMU BLOCK ® .,• •; �. 0 FOR STEP OPTIONAL CURB MIN. 24” BEFORE a� I dd:.. A " P ♦`®� J LLL 8" (G.C. TO VERIFY) ANOTHER STEP ` o' d, 3-1/2" CONC. SLAB w/ (1) #5 FROM FTG. TO TIE ,�,r a ° ° ° .. ° FIBERMESH REINF. 'OVER BEAM SPLICE TO BE MIN. OPTIONAL REINF. SEE 3-1/2" CONC. SLAB w/ CURB FOR FIBERMESH REINF. OVER p ' I a d #5 CONT. REINF. a 6 MIL. VAPOR BARRIER `� 25" GROUT CELL SOLID MAS. @ELEV. PLAN 6 MIL VAPOR BARRIER �° .lab' SEE FOUNDATION ° , REFER TO PLANS FOR J • . �. a e a a FOR QUANTITY LOCATION D- 0'-0" w/ (1) #5 w a° ae a } H d.� .. d 4 1/2" CASING' BAR CONT. d. ° �, . � w a a b.r O — Co CO r .� �a � a "! ALUMINUM THRESH a as 1x0 _ — d I p. GRADE z r a. .� ..� ... ° d ° d ,a d� ° a a,. -d. e.' °. ° i—i Q °' , ° #5 x 25" x 25° OLD Ia '° ,° . ° a .e r q ` - a, ,�' n e a.. G .. MUDDED = = = =— _ _ o d . W! 3 I CORNER BAR, ONE 3-1/2" CONC. SLAB i = —Th —_— p-1 — — �I I— I 1=III=III=j I h _ ..,. • , III=III= ° 4 . —COVER 4 a. 1° FOR EA. HORIZONTAL w/ FIBERMESH SLOPEI=I--- — _ — — �I I I FLOOR CLEAN ' =III=III=III=°` 1= ° I=III—I °A. 4 -I I=_ _ w o =—I I III SLOPED COMPACTED - — — — - - - I- d a a ° ° d _ (2) #5 BENT BARS W/ a �d a REBAR, TYP. U.N.O. REINF. AND 6 MIL — — _ _ _- I- Cy Z —III—I I — - _ .m �. Nov ° °. I VAPOR BARRIER 3/4' RECESS -1 I I III =III =I III III—III TO DRAIN FILL @ 95%° �: w p d �,I =MIN. 25 LAP SPLICE �.'� .. �� a. Q = o .. —III III --III— I I I—I I I_I I I_ w —I ° a . _ _ _ .. J I I III—I I—I I III I _ , ° STANDARD —I i I—I i 1— — to — — - 4 . 4 -77 -� a d (2) #5 BARS CONT. ca III-- _ - _ -- L_ — — — — ° _—�.ERZ ° 1'-4 —I I I I I I I I I I I I II— I—I_I I I _I__ PER OOT FILL 95/° STANDARD 0 I. U DENSITY $" x 12" THICKENED — W/ 3 COVER TYP. 1 -4 CLEAN COMPACTED L1 > �- (2) #5 REBAR SLAB w/ (1) #5 CONT. _III. I I I I 1 — = I — I 4 e ' . °. a @ r �C� (2) #5 CONT 16 MIN. — VERIFY W/ DETAILS FOR REQUIRED , a' . W/ 3" COVER. -1! I-1 I I I L_ _III III ---III- STEEL AT 2 STORY LOCATIONS PER MFG. d . DENSITY O 8" ° Z WHERE 2ND STORY OCCURS, FTG SPECS ° .., cn VERIFY W/ DETAILS FOR REQUIRED C� SHALL BE 1'-4" WIDE w/(3) #5 BARS STEEL AT 2 STORY LOCATIONS EXP JOINTLj O Q d Q 440 FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL�61=11EXT. 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" =1'-0" U r^ � v! U) J SEE ELEVATION 0 Z 0.< Q AF 7 - wFILLED CELL WOOD POST SEE FLOOR PLAN FOR 'SIZE I V I O — — — — — — — — — 06 15 4 ® AND BASE CONNECTION i LD C� Z GARAGE TOP COURSE TO BE , I7 O z J TOP VIEW @ CORNER —� CHAIR BLOCKS. ENTIRE LU BASE TO BE FILLED _ _ O (0 SOLID H Z GARAGE WALL CMU BASE w/ (1) #5 ® Q U � VERTICAL @ EACH I Z B CORNER. SEE FLR. O Z W Z 3-1/2" CONC. SLAB w/ DRIVEWAYY PLAN FOR BASE a FIBERMESH REINF. OVER BUILDER- SIZE > J O CONCRETE OR W C � H G 6 MIL VAPOR BARRIER 11J O I-- 4" PAVERS SEE FOUNDATION � � W U co 01 FOR PAD SIZE Q W a 4pa CONIC. SLAB OR ; ! Q =LLI =� W PAVERS PER PL O —IIL _ ��11-1 1�II I 0 CLEAN COMPACTED I 11—)Ill I I I L_ I 8" x 8" THICKENED ° 8' 4.4 _ FILL 95% STD. Pon EDGE w/ (1) #5 da ° ° . a , a @ CONT. zn m d a V DENSITY Z 0 LU ,�. ° d. THICKENEDEDGE F15 FRONT BASE NOT USED o W1413 Z ., � z GARAGE DOOR SCALE: 3/4"=1'-0° COLUMN DETAIL SCALE: 3/4"=1'-0" _ 0 M N z Z H oma° 0000 1, FINISH PER 8" C.M.U. FINISH z N 3-1/2 CONC. SLAB PER ELEV. PVC OR SCH40 ELEV. TOP (2) #5 x 4'-0" TOP (2) #5 x 4'-0"' PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 0 m W/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE J z _ REINF. OVER 6 MIL FINISH FLOOR PENETRATION D V O W � VAPOR BARRIER PENETRATION PENETRATING d.' . PIPE d W O = PIPE +' ' ° 0 4 a c d LLI O Q ' GRADE d LOOP TIE (TYP.) o _ CLEAN( - COMPACTED — = � �. '�.: �.°. ': ..._...- — � �— FILL_ _ _ �I _ I—I I I I—i I STRUCTURAL ENG CFG /BAD _ w =_ , I I _ _—) _ — —I I - _ 1 Q DRAFTING: 'EEPVC SLEEVE MIN. I i_I I I I I III I I Imo' FOOTING FOOTING PER I—I I I=1 I I 1=� — I- -I —I 11= - =) 1 L-- ' SANFORD Z sTRUCT: JV DIAMETER TO BE 2 I PER PLAN PVC SLEEVE PLAN I I I — SEE FDN PLAN _I I I" I SEE FDN. I I III— I I_ o ; p QC CHECK: cc PIPE SIZES LARGER I I — E — THAN THE F. —I I PLAN FOR I I AR1�+`� (A - SIDE VIEW FRONT VIEW I I _ &REIN I SIZE & REINF. Of JOB No. TM - 2150120 SCALE: - AS INDICATED PENETRATING PIPE PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND DATE: 02/24/2015 4414 TYPICAL FOUNDATION �� _) PENETRATIONS SCALE: 3/4"=1' SD1 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. 2x6x12 P.T. OF OPENING CENTER BUCK I 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2x6 P.T. BUCK EACH SIDE OF OPENING 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.) D02 GARAGE DOOR BUCK DETAIL 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 SCALE: 3/4" =1'-0" DOI BEARING/SHEAR WALL TO CMU WALL CONNECTION DETAIL SCALE: 3/4"=1'-0" PRECAST LINTEL, TYP. RECESS WHEN REQ'D MASONRY WALL - SEE PLAN NOTE: CUT BACK 2X8 P.T. @ TOP TO ALLOW CONT. 2X4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2X8 \— 2X8 W/ (2) 16d ETOE ND NAILS EA. 2X4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS16" O.C. TO SIDE & TOP NAILER 2X BUCKS, SEE MD04FOR MORE INFO. ARCH WINDOW FRAMING DET. 12 (TYP) SEE ELEV. (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. AND EXTERIOR SHEATHING INSTALLED PER NAILING PATTERN EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FROM ( II - PRE-ENGINEERED WOOD TRUSSES @ 24" O/C - UPLIFT CONNECTOR (SEE SCHEDULE) - DOUBLE 2x4 TOP PLATE r- MIN 2x4 STUDS @ 16" O/C IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE TOP OF KNEEWALL TO BOTTOM( MASONRY WALL SCALE: 3/4" =1'-0" 2) (2) 2x TOP PLATE SP2 CLIPS AT TOP # ROWS 2x4 AND SP1 CLIPS AT BASE ARE (2) 2x PT BUCKS ° REQUIRED. w/ 1/2" O.S.B. BE 2x4 SPF #2 KNEE WALL 2x BLOCKINGS CRICKET WITH STUDS @ 16" O.C. I psi CONC. w/(1) #5 REBAR CONT. JE REQUIRED w/ STRUCTURAL . (2) 2x #2 SYP STD HOOK 2X BLK'G. TO SHEATHING ON BOTH SEE PLAN FOR 2x P.T. PLATE IF DBL. NAILER I,' SIDES FROM TOP OF BEAM SIZE PLAN USE 1/4" x 4-1/2" WALL TO BOTTOM OF 1/2" x 8" A.B. OR TITEN HD @ _ _ _ _ _ _ BEAM. ATTACHED PER BUILDER FRAME 32" O.C. & 6" FROM EACH END - - NAILING SCHEDULE RADIUS AS REQ'D TOP KNOCK OUT COURSE (TYPICAL) °� "' OTHERWISE SP2 CLIPS I w/ (1) #5 CONT. w/ 6d NAILS 16" O.C. ((�� AT TOP AND SP1 CLIPS MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED CMU ° :UPLIFT CONNECTOR TO SIDE & T6P NAILER TRUSSES BELOW WHEN BOTTOM PLATE (SEE SCHEDULE) E N D VIEW NF1 KNEEWALL ABOVE W 4 FO KNEEWALL AT ENTRY VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN I' 4 EQ. SPACED 1/2" TITEN HD �. ANCHORS w/ MIN. 1 3/4 EMBEDMENT FOR HOLLOW BLOCI I:E OR 3 1/2" EMBEDMENT FOR SOLIC BLOCK. MAX. 6" FROM TOP AND BOTTOM ° PT BASE PLATE LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. w/ (2) - 8d EACH END END VIEW FASTEN PT 2x NAILER TO MAE SCALE: 3/4" =1'-0" ---- - -- - --JTEL ATTACHMENT REQUIREMENTS MASONRY WALL SCALE: 3/4" =1'-0" TAPCONS (2) 2x TOP PLATE # ROWS 2x4 3/16" X 3" (2) 2x PT BUCKS ° _° - w/ 1/2" O.S.B. BE 12" O.C. TYPICAL TIE BEAM w/ 3000 2x8 ° psi CONC. w/(1) #5 REBAR CONT. JE 2 ° I°4 STD HOOK 2X BLK'G. TO ° a IF DBL. NAILER I,' -Y PLAN USE 1/4" x 4-1/2" O.S.B. w/ (2) - TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR psi CONC. w/0) #5 REBAR VERT. O PROVIDE 2x4 BLOCKING w/(2)16d NAILS VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN I' 4 EQ. SPACED 1/2" TITEN HD �. ANCHORS w/ MIN. 1 3/4 EMBEDMENT FOR HOLLOW BLOCI I:E OR 3 1/2" EMBEDMENT FOR SOLIC BLOCK. MAX. 6" FROM TOP AND BOTTOM ° PT BASE PLATE LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2X BLK'G. TO O.S.B. w/ (2) - 8d EACH END END VIEW FASTEN PT 2x NAILER TO MAE SCALE: 3/4" =1'-0" ---- - -- - --JTEL ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 24 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 DO 2x BUCK DETAIL 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE NOTES: 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM TO 2010 FBC- R 2. 2x PT BUCKSJNAILERS 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. SHEATHING PER PLAN CLIP EACH TRUSS SEE ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (2) 2x PLATE 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: 1/2" =1'-0" ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER PLAN FOR NAILING SPECS ROOF DECK - SEE SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES VALLEY FRAMING FRAMING DETAILS FOR GLUED AND NAILED AT 6" O.C. DTL. ADDITONAL INFORMATION (2) LAYERS OF 3/4" CDX PLYWOOD (3) 16d COMMON GLUED AND NAILED AT 6" O.C. NAILS (TYP.) STAGGERED (TYP. ARCHED RAFTER) 11 11 A NOTE: HEADER PEPRE-ENG. COMMON TRUSSES MAY BE � ,�- LOCATION USED ILO. CURVED TRUSS HEADER (SEE PLAN) SEE FRONT ELEVATION - 2x w/(2 16d FOR WINDOW TYPE TOE ISA)ILS 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 -Z:�/ 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. SHEARWALL TO TRUSS SCALE: 3/4"=1'-0" DF01 DORMER FRAMING & BOTTOM STRUCTURAL SHEATHING � CLIP EACH TRUSS - SEE Q ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE - _ J Q Z (2) 2x TOP PLATE W 0 (2) 2x #2 SYP W Z SEE PLAN FOR 0 BEAM SIZE Lu' 2x4 SPF #2 KNEE WALL 0 I- ITH STUDS @ 16" O.G. OU 11 fY 2x PT BOTTOM w/ STRUCTURAL U PLATE SHEATHING FROM TOP Z U OF WALL TO BOTTOM OF 0 U) WALL. ATTACHED PER W PRECAST NAILING SCHEDULE m C) LINTEL OR OTHERWISE SP2 CLIPS p KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED 0 O 1/2"x8" ANCHOR BOLT U- MASONRY OR TITEN HD @ 32" O.C. o WALL- - - - -- --- & 6" FROM EACH END N j w W KNEEWALL AT ENTRY O O SCALE: 3/4" =1'-0" z OW v y%111111111'® O LO /-PROVIDE STANDARD HOOK •®®w LL ".q�f Z Z (1) #5 IN TIE BEAM n a� U _- - - -- -- - U) Q � II I(1) #5 BAR IN PRECAST LINTEL - ®" (2) #5's VERTICAL IN w UI J s\ w GROUT FILLED CELL �- ? � p I z O o II (1) #5 VERTICAL IN g U GROUT FILLED CELL (IF o- n 40 O m REQ'D PER PLAN) W Q N I' ENTIRE COLUMN TO U)C U a II BE GROUT FILLED' `- SEE PLAN a i Q o� >0 o C a) Z dpuu ' v NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES j O O DO1 VERTICAL REINFORCING W Q� DETAIL SCALE: 3/4" =1'-0" U Q J �� ROOF SHINGLES: ROOF TILES: U) Q W Z rS* 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z 2. SECURE W/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE I) O W 06 rb " 3. USE 19/32OSB OR CDX SHEATHING 1 3. MEETS UL R2453 PROGRAM Q Q Z 26 GA. GALV. FLASHING: O 1. G-90 GALV. COATING J _.! 2. MEETS ASTM A527 _ v 3. REGULAR POLYESTER Z 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 1N. 0 1K 6. CHROMATE TREATMENT W W Q z Lu Z z HURRICANE ANCHOR AT EACH Q J TRUSS (REFER TO ROOF PLAN) W BE APPLIED AND FASTENED TO U 2X STUDS @ 16" O.C. FOR KNEE WALL BASE TRUSS PER PLANS BEFORETRUSS DORMER FRAMING IS INSTALLED. O , S 32 O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR LU WOOD FRAME & CMU SCALE: 1/2" =1'-0" PLATE CONN. DETAIL EACH END B W W _ 7/16" O.S.B. D A TOP OF MASONRY 2x4 SPF CONT. PRE -ENG. WDJ °. ALUM. DRIP EDGE EA. SIDE NOTE: USE SIMPSON H3, , , A BLOCKING ATTACH TO 7/16" OSB w/ (2) TRUSS, 24" O.C. DF01 DORMER FRAMING & BOTTOM STRUCTURAL SHEATHING � CLIP EACH TRUSS - SEE Q ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE - _ J Q Z (2) 2x TOP PLATE W 0 (2) 2x #2 SYP W Z SEE PLAN FOR 0 BEAM SIZE Lu' 2x4 SPF #2 KNEE WALL 0 I- ITH STUDS @ 16" O.G. OU 11 fY 2x PT BOTTOM w/ STRUCTURAL U PLATE SHEATHING FROM TOP Z U OF WALL TO BOTTOM OF 0 U) WALL. ATTACHED PER W PRECAST NAILING SCHEDULE m C) LINTEL OR OTHERWISE SP2 CLIPS p KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED 0 O 1/2"x8" ANCHOR BOLT U- MASONRY OR TITEN HD @ 32" O.C. o WALL- - - - -- --- & 6" FROM EACH END N j w W KNEEWALL AT ENTRY O O SCALE: 3/4" =1'-0" z OW v y%111111111'® O LO /-PROVIDE STANDARD HOOK •®®w LL ".q�f Z Z (1) #5 IN TIE BEAM n a� U _- - - -- -- - U) Q � II I(1) #5 BAR IN PRECAST LINTEL - ®" (2) #5's VERTICAL IN w UI J s\ w GROUT FILLED CELL �- ? � p I z O o II (1) #5 VERTICAL IN g U GROUT FILLED CELL (IF o- n 40 O m REQ'D PER PLAN) W Q N I' ENTIRE COLUMN TO U)C U a II BE GROUT FILLED' `- SEE PLAN a i Q o� >0 o C a) Z dpuu ' v NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES j O O DO1 VERTICAL REINFORCING W Q� DETAIL SCALE: 3/4" =1'-0" U Q J �� ROOF SHINGLES: ROOF TILES: U) Q W Z rS* 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z 2. SECURE W/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE I) O W 06 rb " 3. USE 19/32OSB OR CDX SHEATHING 1 3. MEETS UL R2453 PROGRAM Q Q Z 26 GA. GALV. FLASHING: O 1. G-90 GALV. COATING J _.! 2. MEETS ASTM A527 _ v 3. REGULAR POLYESTER Z 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 1N. 0 1K 6. CHROMATE TREATMENT W W Q z Lu Z z HURRICANE ANCHOR AT EACH Q J TRUSS (REFER TO ROOF PLAN) W BE APPLIED AND FASTENED TO U 2X STUDS @ 16" O.C. FOR KNEE WALL BASE TRUSS PER PLANS BEFORETRUSS DORMER FRAMING IS INSTALLED. O , S 32 O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR LU WOOD FRAME & CMU SCALE: 1/2" =1'-0" PLATE CONN. DETAIL EACH END OU U Z — W W _ 7/16" O.S.B. ° TOP OF MASONRY 2x4 SPF CONT. PRE -ENG. WDJ °. ALUM. DRIP EDGE EA. SIDE NOTE: USE SIMPSON H3, , , BLOCKING ATTACH TO 7/16" OSB w/ (2) TRUSS, 24" O.C. 2x CONT. SUBFASCIA 2X BLK'G. TO H4 OR H5 AT EACH END ; PRE ENGINEERED ROOF 8d NAILS PLAN �. R-30 INSULATION O.S.B. w/ (2) - , , OF TRUSS/RAFTER ,, rr , r , ,;� ,�r TRUSS BELOW 7/16" OSB EACH SIDE, O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL 8d EACH END (TYPICAL) °� "' m w/ 6d NAILS 16" O.C. ((�� EACH END TO TOP CHORDS OF i �" ,, r , � 2X4 WD STUD CRIPPLE TO SIDE & T6P NAILER TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER E N D VIEW 4 r � AT 16"O.C. W 2x BUCKS, DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE 2x4 PLATES OVER ROOF J BELOW AND CONNECT w/ HTS20 @ 32" O.C. TIE -BEAM w/ (1) #5 CONT. GROUT DECK- SEE DETAIL BELOW LU O 11 SOLID FOR FASTENING SPECS ' DOUBLE TOP PLATE DF01 DORMER FRAMING & BOTTOM STRUCTURAL SHEATHING � CLIP EACH TRUSS - SEE Q ROOF PLAN FOR TYPE FRAME OUT TO BLOCK EDGE - _ J Q Z (2) 2x TOP PLATE W 0 (2) 2x #2 SYP W Z SEE PLAN FOR 0 BEAM SIZE Lu' 2x4 SPF #2 KNEE WALL 0 I- ITH STUDS @ 16" O.G. OU 11 fY 2x PT BOTTOM w/ STRUCTURAL U PLATE SHEATHING FROM TOP Z U OF WALL TO BOTTOM OF 0 U) WALL. ATTACHED PER W PRECAST NAILING SCHEDULE m C) LINTEL OR OTHERWISE SP2 CLIPS p KNOCK OUT AT TOP AND SP1 CLIPS COURSE AT BASE ARE REQUIRED 0 O 1/2"x8" ANCHOR BOLT U- MASONRY OR TITEN HD @ 32" O.C. o WALL- - - - -- --- & 6" FROM EACH END N j w W KNEEWALL AT ENTRY O O SCALE: 3/4" =1'-0" z OW v y%111111111'® O LO /-PROVIDE STANDARD HOOK •®®w LL ".q�f Z Z (1) #5 IN TIE BEAM n a� U _- - - -- -- - U) Q � II I(1) #5 BAR IN PRECAST LINTEL - ®" (2) #5's VERTICAL IN w UI J s\ w GROUT FILLED CELL �- ? � p I z O o II (1) #5 VERTICAL IN g U GROUT FILLED CELL (IF o- n 40 O m REQ'D PER PLAN) W Q N I' ENTIRE COLUMN TO U)C U a II BE GROUT FILLED' `- SEE PLAN a i Q o� >0 o C a) Z dpuu ' v NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES j O O DO1 VERTICAL REINFORCING W Q� DETAIL SCALE: 3/4" =1'-0" U Q J �� ROOF SHINGLES: ROOF TILES: U) Q W Z rS* 1. MEETS ANSI/UL 790, 1. CONC. OR CLAY TILES O CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z 2. SECURE W/(4) NAILS EACH ON 43# FELT (ASTM D 228 TYPE I) O W 06 rb " 3. USE 19/32OSB OR CDX SHEATHING 1 3. MEETS UL R2453 PROGRAM Q Q Z 26 GA. GALV. FLASHING: O 1. G-90 GALV. COATING J _.! 2. MEETS ASTM A527 _ v 3. REGULAR POLYESTER Z 4. 1.0/0.5 MIL w/ PRIMER 5. MIN. THICKNESS 0.0187 1N. 0 1K 6. CHROMATE TREATMENT W W Q z Lu Z z HURRICANE ANCHOR AT EACH Q J TRUSS (REFER TO ROOF PLAN) W BE APPLIED AND FASTENED TO U 2X STUDS @ 16" O.C. FOR KNEE WALL BASE TRUSS PER PLANS BEFORETRUSS DORMER FRAMING IS INSTALLED. O , S 32 O.C. STUD TO PRE -ENG TRUSS, SLIT ROOF SHEATHING FOR LU WOOD FRAME & CMU SCALE: 1/2" =1'-0" PLATE CONN. DETAIL /I �I �I V ELEVATION VARIES OU U Z — W W _ �.. ° TOP OF MASONRY STRAP PRE -ENG. WDJ °. ALUM. DRIP EDGE w Oc CONT. ROOF SHEATHING NAIL PER TRUSS, 24" O.C. 2x CONT. SUBFASCIA p PLAN �. R-30 INSULATION � O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL VENTED ALUM. SOFFIT 2 z m EACH END TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q W DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE O J BELOW AND CONNECT w/ HTS20 @ 32" O.C. TIE -BEAM w/ (1) #5 CONT. GROUT 0 Z_ LU O 11 SOLID Z SCALE: 3/4" = 1'-0° SPECAST CONC.TEEL SILL TYP. O ALOWERS FREFER TO ELEV. U) OR OV RHANG w ~ WINDOWS @ ¢ z Z I - WINDOW PER IF A/C IS SUSPENDED FROM TOP Z J 0 PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING FLOOR PLAN CoQ J CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. - Q ILLI (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 TEXTURED M Q � SEE 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH, O � � SPEC.'S AN " " STANDARD TRUSS BETWEEN N 3/4" P.T.RIER W1 VERTICAL CMU IN. THK. ON I-- PL 0 000 O COMPANYLO O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING --�'`� TOP CHORD VARIES W rt Lo IX TOP OF CHIMNEY SHALL BE A MINIMUM "ter FURRING @ 24" O.C. VERT REINF. BEYOND N m 8d RING SHANK NAILS @ 4 O.C. ON EDGES AND 12 � J Z OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT 0 OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHINGW ~ J 0 SHOWN FOR CLARITY 2X4 VERTICAL @24" O.C. CONC. SLAB -—8x8x16 CONC BLOCK (� O SEE FOUNDATION MAX. PROVIDE (4) 10d NAILS - - - - - - - - 2x4 #2 SYP CROSS EXr- - -� PLAN FOR MORE TO BOTTOM CHD & (3) 10d + + 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ INFO MAIN FLOOR NAILS TO TOP CHORD + TOP AND BOTTOM MIN I (3) 12d NAILS TO RAT (2) BAYS PAST A/C A/C UNIT AND PAN I RUNS. TYP EACH SIDE - �+. ELEV 0' - (4) 16d COMMONS NAILED @EACH END LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" LAP W/ (2) 16d NAILS MAX 48MAX 48 CONDENSATE " " STRUCTURAL ENG: CFG /BAD TO EACH TRUSS. TYP DISPOSAL BY A/C =1-I I =1 I - J DRAFTING: -- - - -_. GALV. FLASHING I— ++ SUPPLIER I I -' LU -STRUCT: JV + EACH SIDE � � CONNECTION TO BE__ - -- + + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i- _- _- _- _- _- _- _- _- _- _- SUPPLIED BY A/C _ QC CHECK: CC 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS COMPANY I I w COMMONS END NAILED TO BOTTOM CHORD ��17/> JOB No. TM - 2150120 SCALE. AS INDICATED FOR FTG DETAILS SANf'URD ......... .. VERTICAL 2X4's SEE SHEET SDI (2) 2x4 #2 SYP BLOCKING W/ DATE: 02/24/2015 4 + 11 BLOCKING UNDER A/C SUPPORTS ? SIMPSON A34 OR LUS24-2 EACH o, CHIMNEY (TI301 A/C IN TRUSS END SO TYPICAL WALL SECTION 4j.aOikl CMO 1 PRE-ENGINEERED TRUSS - SCALE: 3/4" =1'-0° SCALE: 3/4" =1'-0" SD2 FRAMING DETAIL SCALE: 3/4"=1'-0" CMU WALL SINGLE STORY 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! SIN DIA BE) SIMPSON HGA-10 ..J Z 0 c > 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING @ 48" O.C. SIMPSON HGA-10 W Z 5 je T TOENAILED @EACH END.AT 24" O.C. PER PLAN J @ 48" O.C. OSB NOT REQUIRED TO J U) G BE CONT. @ THE W OSB NOT REQUIRED E TRANSITION FROM TOP Z W TO BE CONT. @THE TRANSITION FROM � W cLu PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS TRUSS PER PLAN BEAM TO GABLE J ( 2x4 OUTLOOKERS SHEATHING SPAN TO BE 2'-0" MAX.) END @ EACH END BRACE TO LEDGER DTC CLIP, (2) 8d NAILS TRUSS @ 24"o.c. MAX. NAIL W/(2)16d NAILS EA. END INTO BLOCKING, (4) 8d 2'-0" MAX. (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP DBL. 2x4 TOP PLT. SHEATHING PER BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE BEAM PER PLAN PLAN ATTACH PER /i NAILING SCHEDULE SIMPSON H-10(TYP.) :- DTC CLIP, (2) 8d NAILS INTO Z FASTEN SIDE WALLDOUBLE BLOCKING, (2) 1/4"x 2 3/4" a TOP PLATE SHEATHING PER MASONRY WALL TAPCONS IN CMU. OR w EXTERIOR SHEATHING. PLAN. END NAIL A. OUTLOOKER co .- OR LINTEL SEE ." SIMPSON META16 w ATTACH PER PLAN FROM W/(2)16d N ILS TO TRUSS DBL. 2X8 n 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM SIMPSON H10A TOP PLT. W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. DIAGONAL TO OUTLOOKER TOP PLT. STD CONDITION n CMU MASONRY WALL yf 2x8 #2 SYP PT. BASE PLATE W/ HOLD WALL DOWN 3-1/2" V OR LINTEL SEE 1/2'x8" ANCHOR BOLT OR TITEN 2X8'0@16" 0 C FOR OUTLOOKERS PLAN . HD @ 32" 0 C & 6" FROM EACH PRE -ENG. ROOF TRUSS (TYP.) END BEAM CONNECTION FRAME WALL CONNECTION SHEATHING PER PLAN 1'-9" MAX. ATTACH PER NAILING SCHEDULE VAULTED CONDITION @ CMU TEXTURED CEMTITUOUS SIMPSON DTC, (2) 8d NAILS FINISH, 7/8" MIN. THK. INTO BLOCKING, (4) 8d NAILS TO TOP PLATE 1/2" x 8" J -BOLT @ 32" O.C. AND 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO WASHER BLOCKING, (2) 1/4"x 2 3/4" CEILING NAILER AS REQ'D. TRUSS TRUSS TAPCONS IN CMU. OR SIMPSON A23 @ EACH CMU WALL BELOW SIMPSON META16 z BRACE TO PLATE 31/ I OLD = m MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. 1/2 GYP. BOARD 11..• PT 2X8 PLT., — ¢ M / 2 12d END NAILS E CANT. FOR CLG. uu 1/2" J -BOLTS w/ NAILING (D Q WASHERS (MIN. A35 DIAGONAL TO SURFACE 09 6" EMBED) MIN. 6" TRUSS BOT. CHORD 0 FROM EACH END PROVIDE 16d _ AND 32" O.C. MAX. NAILS GABLE END TRUSS TO PLT.@12" O.C. 2X TOP PLATE TO GABLE MAX.END W/ 16d NAILS @ 6" O.C. HGA10KT @ 32" O.C. FRAMING FOR FALSE CMU WALL OR BEAM, IF REQ'D LINTEL BELOW 2x4 STUDS @ 24" O.C. w/ TIE BEAM COURSE SINGLE BASE & TOP PLATE VERIFY IF w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM COVERING IS REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR CONNECTION DETAIL SCALE: 3/4"=1'-0" FOR ADDITIONAL INFO AS REQ'D REFER TO PLANS FOR EXACT SIZE OF O.H. 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EA. 1'-4" MAX. DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. CONT. 2X4 SIMPSON H10A DIAGONAL TO (5) 16d NAILS BLOCKING BRACE TO 2X4'S @ 24" O.C. BLOCKING GABLE END SHEATHING FASTEN PER PLAN. PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN — SPLICE AS REQ'D. TO DIAGONAL w/(2) 16d NAILS. PROVIDE 2X BLOCKING FOR NAILING GABLE BRACING @ 48" PRE ENG. TRUSS 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*** • STUD. REFER TO WALL SPLICE ON PT. FURRING -�� DETAIL FOR FLASHING REQUIREMENTS (MSTA M -12's MAY BE USED AT ENDS WHERE HEIGHT IS LIMITED) NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM ,E04 GABLE END VAULTED VAULTED CEILING SCALE: 314" _ ,'-0" VV O a@ ACH END. TRUSS PER PLAN Al::TWALL SHEATHING PER PLAN LAY 2X4 BLOCKING OVER THE LINTEL PER PLAN TOP OF THE BOTTOM CHORD. 2x WALL, SEE PLAN ,< ATTACH w/ (2) 10d NAILS @ EACH TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL SCALE: 3/4" =1'-0" 2X4 ATTACHED TO EA. GABLE F)I BLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :!r= 7'-0" (1) 2X4 BRACE 7'-0" < H 4 9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < H:!'=14' -O" STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H L18'-8" STRONGBACK W/ (2) 2X4 BRACE 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @6"O.C. GABLE VERTICAL. i X �2ND 2X4 BRACE IF REQUIRED, SEE w, _ CHART A -A GABLE VERTICAL BRACING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION rCF01�FIELD FRAMED � Z r O �U U) i 0 Z w L Z LLI 010 Cs,t--- Z Z e �" w U .. o u- co CIL � O C.) O U M (.} ° "lj O J 0z d 4 0 0 ULL � Out yu W Z � Q O r, O Z O w � a �t m �---2X8 RIDGE VALLEY DETAIL SCALE: 3/4" = 1'-0" BOARD NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED SIMPSON SP2 TYP. TOP AND SEE SCHEDULE BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED *WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR ° I; 3 -ROWS 12d NAILS STAGGERED LESS THAN 12" USE I @ 12" O.C. FOR 2x10 OR LSTA30 STRAPS AT EACH I G STUD WRAPPED OVER GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE w/ (11) 10d NAILS ( DOUBLE 2x SYP #2 w/ 1/2" l I FLITCH PLATE HEADER (U.N.O.), ATTACH JAMB STUDS - I I SEE HEADER SCHEDULE FOR PER WF08/SD4 CONNECTION INFORMATION I FILLING AND BLOCKING AS DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO STUD TYPICAL l I HEADER w/ (2) ROWS OF 12d (U.N.O.) l @ 16" O.C. UNLESS NOTED l I OTHERWISE 2x STUDS TYP. 1/2" THREADED ROD EACH SIDE OF HEADER (CENTERED w/in TOP PLATE OR 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION ONLY @ BRIG WALL LOCATIONS W/ UPLIFT 00 NOTE: OAFN G PT BOTTOM PLATE wtLDl/yC ALL GABLE BRACING IS TO BE SYP#2 OR BETTER ( SANFORDCk r GABLE END ' FLAT CEILING (G'EO2 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" b ��j SCALE: 1/2" =1'-0„ COPYRIGHT MCD 2014 Th ' f f t ' A; thi d +i ' ht d d ' th I si a ro mrt of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC An use du lication or transfer of these documents without the ex ressed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC is strictI rohihited e In orma Ion con CA 11v In Is ocumen Is copyl l j a an Is a exc U V p p y y p p y p � ..J Z 0 c > Q LU z5g* Ogg C W 2X4 BRACE IF REQUIRED SEE CHART. 10d COMMON NAILS @6"O.C. GABLE VERTICAL. i X �2ND 2X4 BRACE IF REQUIRED, SEE w, _ CHART A -A GABLE VERTICAL BRACING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) ATTACH 2x6 RAFTER TO 2x8 RIDGE BOARD WITH A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJACENT RAFTER TO OPPOSITE SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENGINEERED TRUSS BELOW WITH 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. FASTEN CONVENTIONAL 2x VALLEY RAFTER FRAMING (OR PRE-ENGINEERED VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) AT EACH RAFTER TO PLATE CONNECTION rCF01�FIELD FRAMED � Z r O �U U) i 0 Z w L Z LLI 010 Cs,t--- Z Z e �" w U .. o u- co CIL � O C.) O U M (.} ° "lj O J 0z d 4 0 0 ULL � Out yu W Z � Q O r, O Z O w � a �t m �---2X8 RIDGE VALLEY DETAIL SCALE: 3/4" = 1'-0" BOARD NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED SIMPSON SP2 TYP. TOP AND SEE SCHEDULE BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED *WHEN STUD LENGTH IS I @ 12" O.C. EACH FACE OR ° I; 3 -ROWS 12d NAILS STAGGERED LESS THAN 12" USE I @ 12" O.C. FOR 2x10 OR LSTA30 STRAPS AT EACH I G STUD WRAPPED OVER GREATER HEADER TOP PLATE & NAILED TO HEADER EACH SIDE w/ (11) 10d NAILS ( DOUBLE 2x SYP #2 w/ 1/2" l I FLITCH PLATE HEADER (U.N.O.), ATTACH JAMB STUDS - I I SEE HEADER SCHEDULE FOR PER WF08/SD4 CONNECTION INFORMATION I FILLING AND BLOCKING AS DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO STUD TYPICAL l I HEADER w/ (2) ROWS OF 12d (U.N.O.) l @ 16" O.C. UNLESS NOTED l I OTHERWISE 2x STUDS TYP. 1/2" THREADED ROD EACH SIDE OF HEADER (CENTERED w/in TOP PLATE OR 6" FROM JAMB STUDS) w/ MIN 6" EMBEDMENT INTO FOUNDATION ONLY @ BRIG WALL LOCATIONS W/ UPLIFT 00 NOTE: OAFN G PT BOTTOM PLATE wtLDl/yC ALL GABLE BRACING IS TO BE SYP#2 OR BETTER ( SANFORDCk r GABLE END ' FLAT CEILING (G'EO2 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" b ��j SCALE: 1/2" =1'-0„ COPYRIGHT MCD 2014 Th ' f f t ' A; thi d +i ' ht d d ' th I si a ro mrt of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC An use du lication or transfer of these documents without the ex ressed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC is strictI rohihited e In orma Ion con CA 11v In Is ocumen Is copyl l j a an Is a exc U V p p y y p p y p � ..J Z 0 c > Q LU z5g* Ogg C W Z 5 je T J J U) G W W C --J ] E Z W � W cLu v J ( 00 NOTE: OAFN G PT BOTTOM PLATE wtLDl/yC ALL GABLE BRACING IS TO BE SYP#2 OR BETTER ( SANFORDCk r GABLE END ' FLAT CEILING (G'EO2 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1'-0" b ��j SCALE: 1/2" =1'-0„ COPYRIGHT MCD 2014 Th ' f f t ' A; thi d +i ' ht d d ' th I si a ro mrt of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC An use du lication or transfer of these documents without the ex ressed written consent of MONTA CONSULTING & DESIGN OF WMR &ASSOCIATES INC is strictI rohihited e In orma Ion con CA 11v In Is ocumen Is copyl l j a an Is a exc U V p p y y p p y p � ..J Z 0 c > Q LU z5g* Ogg C W Z 5 je T J � ..J Z 0 c > Q LU z5g* Ogg C W Z 5 je T J J U) G W W C --J ] E Z W � W cLu v J ( Z m O J o W Z_ Z w Q M d' Z Z F— v~i Q 10 - Q L o 0000 z 2 N w F--- O W Z �� a0 LL — �O ~�~ U � STRUCTURAL ENG. CFG / BAD Q DRAFTING. H Z-STRUCT: JV — QC CHECK: CC JOB No. TM - 2150120 SCALE: AS INDICATED DATE: 02/24/2015 SD3 DATE: 02/24/2015 SD3 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ 2 1/4" 2x DBL TOP ,e „ 0 0 1 NAIL AT BASE USING 2 ROWS OF 8d COMMON NAILS 3" O.C. O 2 PLATE BEYOND MIN. /2 SHEATHING W Z O O @ 3/8"SHEATHING PER X 4°/z" SIMPSON SDS SCREWS @ 16" O.C. MAX. CL PLAN - ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" p 0 ¢ O NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3 O.C. CONNECTION PER PLAN W SIMPSON SDS SCREWS @ 16" O.C. MAX.-_ - - - - - - - - - - - - - - a = 0 NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS °I 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 TT -I� U I� �l a U5 SPACING Q LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I ( 6 I I I I I I I I I I X O NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS EXTERIOR WALL I I I I I I 11 11 _ 11 O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/2" OR TRUSSIII @ 3 O.C. - - - 2X12 BOX HDR w/ 2x8's TOP & BOT., WALL - --- --- -- --- - -- - �• FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 Q SHEATHING III III I I D I I- I I I I © A PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d ° III III II I I I I I TO 2X12 AT WALL TO BE FASTENED TO 12 2x4 SYP #2 OR PRE-ENGINEERED SPLICE, SEE COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM 1/2 Z PRECAST LINTEL w/ (2)ROWS STAGGERED ROOF TRUSSES @ 24" O.C. MAX. III OPENING III I I I I I I I SPLICE DETAIL. W w O (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 4 MAX 1/8" SPACE W W MEMBER IF GABLE END LINTEL SEE DESIGNED FOR SHINGLE ONLY III III II II II = } DOUBLE NAIL EDGE SPACING cn III 3 III I II II II BETWEEN PLAN i W Z ROOF SHEATHING ATTACHED PER PANELS _j W NOTE: � O NAILING SCHEDULE III TYP. III I I I I I( I( 00 EXTERIOR SHEATHING i W- III AROUND III I I I I II 2x STUDS BEYOND, 15/32 PLYWOOD / O.S.B. TO BE USED AS UPLIFT O SIMPSON III OPENING III I I II I I I l SEE PLAN FOR O W U RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT STUD TRANSOM ! i SLOPE AS REQ'D OU 4 10d NAILS FOR CONV. _ _ _ MORE INFO I- z � O AS NOTED ON PLANS. SHEATHING SPLICE, WINDOWS SEE i (D H3 CLIP O III III I I II I I I W z cn I z (j FRAMED MEMBERS ONLY' 71 _TI W = 2 BETWEEN EXTERIOR PLAN i II I I I I I I (III I I II II I I vi ¢ SHEATHING SPLICE NOTE: SAME THICKNESS AND SHEATHING & BLOCKING _j W III III I I I I II II p W O GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) _' II I z � O STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS i � n 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECS J o7 cn m WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. m PRE-ENGINEERED ROOF ]I -1-i- - _IL Iu LI- LL = =IL - LI O REQUIRED BETWEEN STUDS._ _ _ _ _ _ _ Cl)O C,4 2 JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY TRUSSES 24" O.C. MAX. 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ - - -O c 0 1/8" GAP PLAN • O (2) 1/4" X 4%' SIMPSON SDS SCREWS @ 16" O.C. MAX. FLOOR SYSTEM - - U_ NAILING PER J 4'-0" MAX 2x BOTTOM PLATE SCHEDULE PKT SGD 2X8 P.T. SYP. #2 TOP & ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/2 LL SIMPSON SDS SCREWS @ 16" O.C. MAX. CUT TO FIT 1 2X4 BLOCKING ATTACH PER MANUF. SPECS o BEYOND SEE PLAN BOTTOM w/ 10d NAILS @ IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE o 3" O.C. TO 2x6 VERTICALS N LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS W W EACH END rSD6�1SHED ROOF DETAILAF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET U_ SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SGD W/ TRANSOM SCALE:3/4"=1'-0" Z u.i ��y�6ViYtl�lff�� a Q NOTES: 1)ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN ++ i, 6a eax ••• C=) W O 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + � • �k "a ZQ Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE J PIPE OR DUCT W/ PENETRATION PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's 2x4 #2 SYP BLOCKING l® a Q OF MORE THAN 50% OF TOP LEAST 8'-0" LONG. TYP. PER DETAIL SEE TRUSS PLAN 24" O.C. w/ 3 12d = L]r 0 TO BLOCK OUT TOP PLATE @ O , FOR MORE INFO ' + Q PLATE WIDTH INSTALL SIMPSON 2 ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3" EDGE 5" EDGE ALONG R NAILS @ EA. END • ®� J 0 PSPN516Z W/ (12) 16d NAILS TYP. SOLID BLOCK w/ 2x6 '� °•• ••e cj •I 0 TOP &BOT. ( ) CONNECTORS �j� •••eeee•• S'^ U_ p 10d x 3" ��(� 2x4 STUDS PER DOUBLE 2X4 TOP PLATE w + + + + + DOUBLE 10d @ 3" O.C. 10d x 3" - + + + + 11111t1111% FRAMING (PLAN co U) TOP SPLICE COMMON o O 2x8 #2 SPF VERTICAL @ w 11, 31 p p p O w z 4" , 24" O.C. w/ EXTERIOR \ ;\ 48., w 3' w w U -' Q 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d g M/N a H (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @EACH BRACING O O �8 Mj 5 11 1 .1 10d x 3 4 1/2 (n o - TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS '� ., ,. •' ., � W r @EACH VERTICAL Q l 2x4 BEYOND AGAINST COMMON w+ N 2x8 STUDS a. -r. W C6 0 TOP SPLICE COMMON Z Z w CD SEE PLAN FOR TRANSOM BETWEEN LINTELS w ATTACH 2X STUDS TO TOP z OPP. SIDE a 0 Q LINTEL INFO ~ - c 0 ATTACH 2X STUDS TO TOP ¢ ¢ a SLOPE AS REQ D PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON DOUBLE 2X8 v I I cn I I cn I I z 10d x 3 = *4 a EA. SIDE TYP. AT ALL EA. SIDE) TYP. AT ALL ¢ d _ OPP. SIDE O 2x6 #2 SYP P.T. CONT. w/ 2 U EXTERIOR CONDITIONS tf EXTERIOR CONDITIONS TOP PLATE 10d X 3" r ° 1/4" X 3 1/2" TAPCONS @ 12" O' 2x8 STUDS PER O.C. SPACED EVENLY a� FRAMING PLAN COMMON cn' OPP. SIDE --,*DISTANCE PER • VERTICALLY Z >0 U BOTTOM SPLICE PKT. SGD � VER STD TOP PLATE TRANSITION 2x6 °,�,`�' DETAIL ATTACHMENT BY _ BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2X4's (2) 2X6's (2) 2X8's O �1 �+ 2 2X COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS TYP. P. BR�,I WALL TOP PLATE SPLICE STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S 4FO „_ WF0 2x BUILT-UP STUD SCALE. 3/4 1 0 (3) or (4) 2x COLUMN PS02 SECTION AT POCKET W COLUMN DETAIL SCALE: 3/4"=1'-0" ~ SLIDER SCALE: 3/4" =1'-0" U � I U) SEE ROOF SHEATHING, D vJ Z STRUCTURAL SHEATHING PLAN (2) 2x TOP PLATE ATTACHED PER NAILING NAIL PER PLAN xxxx U J F FS'M SCHEDULE DOUBLE TOP PLATE (2) 2x BUILT-UP COL. Z < p SIMPSON SP4 OR 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O °6 SP2 @ EACH STUD < g� 2x4 #2 SYP CONT. w/ (2) 16d < NAILS @ EACH END BLOO O.0.w/ @ U Z � COMMON NAILS EACH STUD OR ( ) TRUSS MEMBER, TYP. (MAX.24" W SIMPSON LSTA30 w/ 16d END NAILS OJ O.C.). IF MASONRY, USE (2) 1/4" PRE-ENGINEERED Uj (22) 10d NAILS (ALL CORNER EACH END W � TAPCONS w/ MIN. 2" ROOF TRUSS - SEE EXTERIOR SHEATHING CONDITIONS STRAP = J U) 0 FRAMING PLAN FOR AROUND TALLER STUD) I- Z EMBEDMENT @ 24" O.C. SPACING NAIL PER PLAN PRE-ENGINEERED ROOF TRUSS - �- 0 TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR U ��44 CONNECTION MORE BRG. WALL INFO x x W LU W ~ X x ZZ �dd WOOD/MASONRY WALL OR TRUSS, 2X BIRG WALL, SEE PLAN ¢ J SEE PLAN (2) 2x TOP PLATE I a 2X8 #2 SPF VERTICAL @ 24" O.C. 0 1— FOR STUD SIZE & SPACING. DOUBLE 2x BLOCKING w/ W W 2 MIN (2) 2x UNDER GIRDER (4) 12d NAILS @ EACH END SEE WF06/SD3 a. MIN W/ EXTERIOR SHEATHING O f- T LOW ROOF TRUSS U.N.O. ATTACHED PER NAILING 0 Uj LD02 LEDGER A O FOR MORE a SCHEDULE END (4) 12d NAILS Q W INFOR SIMPSON LSTA24 @ TOP & BOTTOM Z W SCALE: 3/4" =1'-0" EACH STUD65 p = 2X BRG WALL, SEE PLAN 2x8 w/ (2) 10d NAILS U) a a. FOR STUD SIZE & SPACING./4LINTEL SEE @EACH VERTICAL a MIN (2) 2X UNDER GIRDER PLAN 2 ATTACH 2x TO BUILT-UP SEE PLAN FOR w/ (2) ROWS OF 10d NAILS PKT SGD - TRUSS U.N.O. CONNECTION • ATTACHEDMENT Z m PT POST (AS NOTED) CONTRACTOR MAY ELECT TO BUCKET STAGGERED @ 8" O.C. SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q UJI� INDICATED ON BEAM SCHEDULE. IF BUCKET INSTALLED THE SHORT SPAN STRAP IS O LU S F1 SECTION AT DOUBLE BEARING4F14WALL STEP BEARING (PS03 SECTION AT POCKET NOT REQUIRED. + Z_ W 0 EXTERIOR BEAM AS NOTED SCALE: 3/4" =1'-0" FRAME WALL SCALE: 3/4" =1'-0" SLIDER SCALE: 3/4" =1'-0" � Z HTS20 CLIP FROM POST TO BEAM T O M 11 LAP BEAM PLYS AND NAIL AS SHOWN Z Z II- (5) 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM 2:0.. 2 0� ~ Q W EXTERIOR BEAM AS NOTED Cgp ROOF SHEATHING, C�FR�yp ROOF SHEATHING, o � TRS FASTEN PER PLAN TRS, FASTEN PER PLAN O PLAN VIEW @ TOP OF POST ss ss p 0 00 0 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE W Lo Lo MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING Z PT POST (AS NOTED) + C7 � .. m LEDGER LEDGER + + W 0 J Z PROVIDE (4)10d x 3" PROVIDE (4)10d x 3" + + LU pcn V � Uj LF - 0 Q — ABU POST NAILS AT JOINT NAILS AT JOINT _ W O = BASE (AS NOTED) 10d (NAILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. 2X6 FACIA � O 0• � 5/8" THREADED ROD w/ PER: -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ U (l o , PER. PLAN PER PLAN -- MORE INFO AND NUT SET IN ADHESIVE SP4 TO EACH OVERHANG 24" O.C. w/ EXTERIOR o CONNECTION SHEATH ATTACHED TRUISS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE (NAILS STRUCTURAL ENG: CFG /BAD PER PLAN TO LEDGER PER PLAN TO LEDGER 4 PER NAILING SCHEDULE J - - i i & (4) 12d NAILS EACH ¢ DRAFTING: o n I ° SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER ►- i . CMU WALL PER PLAN 1/4"X4" TAPCONS 2x FRAME WALL PER PLAN a Z-sTRUCT: JV \ / PLAN FOR ADDITIONAL @ 16d NAILS @ 16" O.C. LINTEL SEE PLAN • W INFO 12 O.C. 0 PKT SGD ATTACHMENT �UILb�,�G' W QC CHECK: CC 2x8 w/ (2) 10d NAILS @ W JOB No. TM - 2150120 - J CONDITION @CMU WALL CONDITION @FRAME WALL BY BUILDER EACH VERTICAL SAt�iFOR'D = SCALE: AS INDICATED �• _.... _.. __.... ........-... SIDE VIEW @ BASE OF POST 'A,RnrtaA�� ~ DATE: _ 02/24/2015 (CDO1 CORNER COLUMN FRAMING F11 TRU$S SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. SCALE: 3/4" = V-0.. SCALE: 3/4" =1'-0"3/4"=V-0" SD4 SCALE: 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. 3/4" SHEATHING 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. TYP. (U.N.r% SHEATHING PER PLAN 2x4 #2 SYP BLOCKING ATTACH PER NAILING EXT. FINISH SEE 1/2" GYP. BOARD - - SHEATHING PER PLAN @ 48" O.C. W/ (2) 12d SCHEDULE WALL ATTACH PER NAILING PRE-ENGINEERED F 3/4" SHEATHING TYP. 2x4 BOTTOM PLATE TRUSS -SEE FRAMI TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN (U.N.O.) 2x BOTTOM PLATE W/ SCHEDULE FOR LOCATION & SF SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER ATTACH SHEATHING TO L2x BOTTOM PLATE W/ (2) 12d TRUSSES @ 24" O.C. FLOOR NAILING 2x4 #2 SYP ANGLEAT 12" O.C. MAX. SCHEDULE RIBBON BOARD WITH (2) AGAINST TRUSS _ ROWS 8d NAILS @ 3" O.C. VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP - SEE W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, TO EACH TRUSS SIMPSON-----_FRAMING PLAN FOR END STUDS @ 16" O.C. W/ (2) 16d (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) SYS. 42 FLOOR CONNECTOR SCHEDULE FOR EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN TRUSSES @ 24" CONNECTION= SEE CONNECTOR SEE PLAN FOR SIZE O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF ATTACH RIBBON TO PLATE 1 1/4" (MIN.) GYP. CLG. BD. " CONNECTION STUDS 1/2" GYP. CLG BD OR EACH TRUSS w/ (4) (2) 5/8" TYPE "X" WHEN 8d NAILS @ 3" O.C. WALL 2x BOTTOM RIBBON 16d NAILS IN GARAGE SHEATHING TO BOTTOM 1/2" GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL -------' PLATE RIGID INSUL. BETWEEN BEARING DIRECTLY OR FRAME WALL 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STF 8" CMU WALL 8"CMU (10) 10d TO STUDS & (8) NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN, SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS T, S1 2 -STORY CONNECTION 4s, 2 -STORY CONNECTION 4S1 2 STORY WALL CONNECTION LINTEL COURSE. USE SIMPSON MSTCM6 @PARALLEL WALL SCALE: 3/4" = V-0" @ PERP. WALL SCALE, 3/4 -� @ STRAP W/ (2 16d SINK CANTILEVER SCALE: 3/4" = 1'-0° (14) 1/4" X 2-1/1/ 4 TAPCOI TRUSSES 20" TO 26" DE (IF TITENS ARE NOT IN I COURSE OR INTO FILLE USE 1/4" X 1 3/4" TITENIE 2nd FLOOR WALL; SEE PLAN PROVIDE BLOCKING CONTRACTOR TO PROVIDE FOR MORE INFO. IF ADEQUATE WATERPROOFING. SHEATHING IS NOT BELOW JAMBS IF FLO NO CONCRTE SLAB PERMITTED CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESE FLOOR TRUSS, CONTRACTOR MASONRY WALL TO INSTALL SIMPSON LSTA18 PLAN FOR MORE STRAPS FROM EA. STUD TO TRUSS SEE ARCH DWGS FOR zTOPPING INFO S HANDRAIL BY OTHERS W4so GIRDER / COL. CONNECTION W 3/4" PLYWOOD FLOOR 2nd FLOOR SCALE: 3/4" =1'-0" DECKING ATTACHED PER SLOPE I NAILING SCHEDULE ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: SLOPED BALCONY FLOORTRUSS (12" TALL) (60/15/5 MIN. 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES LOADING) W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 P7 BATTON STRIPS TRUSS - SEE FRAMING PLAN TO LEDGER 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE I) FOR LOCATION & SPACING 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 AN >< ° « 6. CHROMATE TREATMENT PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END a o TRUSSES @ 24" O.C. CONDITION a LINTEL PER PLAN TRUSS STRAP - SEE « " R-30 INSULATION _ FRAMING PLAN FOR o CONNECTIONS 2X12 #2 SYP CONT. LEDGER W/ ° o - - - -- - -- - 1 - -- --- _. IMPSON LSTA30 STRAP F�<� SOLID SHEATHING (MAX 10° ANGLE) W/ (22) 10dS,y�FT @ HEADER NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 10d W Un TOP PLATE MIN. 3", THEN X 1 1/2" @ 24" O.C. 1 -- RUN DOWN FACE OF JAMB STUDS/ HEADER U.N.C.ON PLAN LATE Q M 1 EXTERIOR SHEATHING FROM (2) 2X HEADER - SEE 2ND TOP OF WALL TO BOT. RIBBON, FLOOR PLAN FOR MIN. NAIL PER PLAN - HEADER SIZE & REQ'D (2) 2X SILL AT WINDOW w/ 2x f ; JAMB STUDS Q CRIPPLE STUDS AT EACH END + NAILED TO STUD PACK w/ 10d NAILS IF HEADER IS UPSET Z @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: DOUBLE 2X TOP ATTACH SILL w/ (2) 10d TOE NAILS (1) 2x SILL PLATE w/ (2) w Z PLATE AT EACH END OF SILL (MAX OPEN 'G 10d TOENAILS. O 2 WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS W - 0 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN U 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U DECKING PER FLOG (2) 10d TOENAILS. 0 c) > NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN Z V W FLOOR TRUSS SEE (4) 1/4" X 2 1/4" TITENS IF FLOOR 4FT (2) 2x SILL PLATE w/ 0 W W TRUSSES ARE 20" TO 26" DEEP, «• A35 CLIPS EACH SIDE w/ Z) FRAMING PLAN FOR W CONTRACTOR TO USE SIMPSON «« 2x CRIPPLES @ 16" O.C. m d CONNECTION INFO. « ¢ MSTCM60 STRAP w/(20) 16d SINKERS & " w/ (2) 10d TOENAILS T&B p (14) 1/4" X 2 1/4" TITENS INSTEAD OF- • (PLYWOOD SHEATHING W MSTA36 STRAP (IF TITENS ARE NOT IN LINTEL COURSE OR INTO FILLED CELL ;" REQ'D T&B) OO W SEE DETAIL WS11/ 5 USE 1/4 X 13/4" TITENS) U.N.O. - «; _ SEPARATE SHEATHING a FOR MORE INFO UNDER WINDOW- «« SEE DETAIL WS11/SD5 NOTE: j FOR MORE INFO W W STRAPS CALLED OUT WITHIN THIS DETAIL ARE ONLY REQUIRED WHEN INDICATED AS SUCH ON «• U- THE STRUCTURAL PLANS OR WHEN THE 0 STRUCTURAL SHEATHING IS NOT CONTINUOUS FROM TOP OF WALL TO BOTTOM OF FLOOR ~ O `` l�01111110//®,�®� W SYSTEM AND WHEN 3 OR MORE WINDOWS ARE to 'GV�� '�►J�%A, a - IN A ROW (ONLY JAMB STUDS BETWEEN 2X TOP & BOT R�, BONS, O��oe ' ` �•®1�el®�`� �04 WINDOWS) CENTER WINDOWS MUST HAVE CONT. a LL. •�. "� W o LSTA30 STRAPS TOP AND BOTTOM AND EACHa ® 1.,, �(p.`" Z Z SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE ;� Wcm Uj i (j PROVIDE BLOCKING LOAD PLANT FOR MORE INFO a . W BELOW JAMBS HEADER CONNECTION �:; .. %:'� Q a S 0 .� o SCALE: 3/4" =1'-0" s® @ 2nd FLOOR ®�,,;� � 1111 W F��C Sy SIMPSON LSTA30 w/ (22) 2 A FFT 010d NAILS (MAY BE O DOUBLE 2X TOP PLATE EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM RIBBON ATACHED PER NAILING SCHEDULE EACH SIDE OF WINDOW LOCATION ANGLED UP TO 1W) SOLID SHEATHING Z \ @ HEADER r¢i" Z p 40 o WOOD BASE BOARD J J 0 I SIMPSON SP4 w/ (6) W 10d x 1 1/2 @ 24 O.C. • fm _ Z _ ` CL y A A 0 1 Z 2X 2ND FLOOR STUDS O Go 0 O J Z SEE PLAN FOR MORE LU w z INFO. j N .. m . TRUSS STRAP SEE ROOF ° ° (2) 2x SPF TOP PLATE C E PLAN (3) 1!4 x4-1/2 SDS SCREWS o 2 8d NAILS 3" O.C. TO O, EQUALLY SPACED o ° cn U VERTICALLY @ 24" O.C. AND @ ° O @ j p EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR (2) 2X HEADER - SEE 2ND U) 0 BEARING FROM T&B) TRUSS BELOW FLOOR PLAN FOR MIN. > SEE PLAN SEE WS10/SD5 FOR HEADER SIZE & REQ'D W STRUCTURAL COLUMN JAMB STUDS EL ADDITIONAL INFO m SEE PLAN FOR SIZE 2X BOTTOM PLATE ALUM. DRIP EDGE 1/2" CEILING GYP. BD. AND REQ'D # OF DECKING PER DECKING PER DBL, TOP PLATE STUDS U 2x CONT. SUBFASCIA FLOOR NAILING FLOOR NAILING HDR. PER PLAN ° SCHEDULE SCHEDULE VENTED ALUM. SOFFIT o FLOOR TRUSS SEEFLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW o ' ^ WINDOW AS SCHEDULED �''%n/'''� �/ o FRAMING PLAN FOR SILL / FRAME DOWN INFO FRAMING PLAN FOR V J Z BFO 1 SECTION AT BALCVN i CONNECTION INFO CONNECTION INFO < J '-j c3 (n MIN 2x4 STUDS @ "16" O.C. SCALE: 3/4" = V-0" � 0 Ld � � g SEE PLAN FOR MORE INFO ZO C) TEXTURED CEMTITUOUS 1/2" GYP. BD. NOTE: % H 1' 1 o FINISH, 7/8" MIN. (1) SIMPSON LSTA30 � ° U LLI THICKNESS 2x BOTTOM PLATE w/ STRAP W! (11) 10d TO ° STRAPS CALLED OUT WITHIN THIS DETAIL ARE y z (2) 12d AT 12" O.C. THE STRUCTURALONLY UIRED PLANSPLANS OR WHEN THEEN INDICATED AS ON / �f p Q J -ENGINEERED STUDS ABOVE PLATE � SIMPSON LSTA30 w/ -� MID -SPAN BLOCKING TRUSS U.N,O. a STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS = U.N.O. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. Z 3/4' O.S.B. FASTEN PER PLAN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB _ //��// R-11 BATT INSULATION F- LL O STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST 0 FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR LU O Q FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN QW BEAM BEAM SEE PLAN Q J O FLOOR SYSTEM DRAFT ASO GIRDER / COL. CONNECTION SO HEADER CONNECTION LL SEE DETAILS ABOVE FOR STOPPING AT 1000 IN FT REFER TO ROOF PLAN 2nd FL. HIGH BM. @ 2nd FLOOR HIGH BEAM SCALE: 3/4" -1'-0" Q W N MORE INFO. MAX: DRAFT STOPPING I FOR CONNECTIONS � SCALE: 3/4 = 1 -0 - U MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD Z W OR 15/32" OR 7/16" OSB. U) BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH O w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE SEE PLAN !. AND BOTTOM CHORDS i 10d NAILS g PRE ENG. FLOOR SYSTEM (2) SIMSON LSTA 18 Z m LINTEL AS PER PLAN — IF NO FLOOR SYSTEM STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS INSTALL KNEEWALL & ATTACH 2X STUDS W/ (4) 2X STUDS -(3) 2X STUDS p W PROVIDE SOLID BLOCKING I UNDER COLUMN ABOVE (2) 16d NAILS @ 6" O.C. J UDS ATTACH 2X ST SHEATHING PER PLAN z W ATTACH W/ (2) 46d NAILS R NAILING @ 6" Z WD. HD. HT. .:: SCHEDULE, O.C. Uj O SEE PLAN CONTINUOUS FROM H M 11 TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A 0 BOTTOM PLATE. Z Z l` WINDOW AS SCHEDULED - I BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS -UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO ¢ Z p WOOD BASE BOARD J J 0 I 1/2" DIA. THREADED ROD WITHIN GIRDER Q Uj ACCOMODATE STRAP 0 A A 1 2X 2ND FLOOR STUDS O Go 0 O J Z SEE PLAN FOR MORE LU FINISH, 1/2" MIN. INFO. j N .. m . TEXTURED CEMTITUOUS — WOOD BASE BOARD I 1/2" DIA. THREADED ROD WITHIN GIRDER ACCOMODATE STRAP O J Z FINISH, 1/2" MIN. ' . 6" FROM COLUMN- TRUSS PER W W � THICKNESS ON CMU - 2 CONC. SLAB 2500 31/ ( I SEE BRG WALL/ 2 -STORY WALL PLAN � W � p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. S W � F- �� OR FIBER REINF. CONC. STRAPS ENTERED @ SEE FLOOR FRAMING O ON 6 MIL. VAPOR BARRIER i\\, REFER TO FOUNDATION FOR FTG: INFORMATION FLOOR W/ (14) 10d NAILS i \ PLAN FOR FLOOR (Y CL SEE TRUSS SYSTEM INFO. ? VERT. #51N FILLED CELL 3-1/2" CONC. SLAB LAYOUT FOR - I I HANGER (2) SIMPSON META16 FIN. FLR. FLOOR TRUSS TO \ EXTERIOR STRUCTURAL ENG CFG /BAD -- ----- MASONRY WALL SHEATHING FINISH Q _ DRAFTING: - -_ W/ TOP OF MASONRY t= � � SEE SHEET SD1 FOR FTG DETAILS 1 I. _- MASONRY WALL ATTACHED PER W -STRUCT: JV GRADE , NAILING SCHEDULE 0 ", - CLEAN COMPACTED QC CHECK CC POISON TREATED vl Wl 6 N G w _...__.. - FILL TRUSS PER JOB Na TM - 2150120 PLAN SANFC)jgD = SCALE: AS INDICATED 6 �� ~ DATE: 02/24/2015 "1R 7C 4 SO TYPICAL WALL SECTION SO 2 -STORY COLUMN S1 WALL TO FLOOR TRUSS AS04 SECTION CORNER FRAMING AT SCALE: 3/4" =1'-0" SCALE: 314" =1'-0" CONN. DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" � �' '�' 2 STORY CMU / FRAME @ GIRDER 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. SD5 A I-_ :,._. „„ �,..... .a..,., ....ter... .,.. .. ..�-_,,... _, w ..._......_.... .,.....,., � ,Iw....,.'--.i.,w.-...—.„....m.:..�....._...._.._:_.,..._.-,..r w..._ `v PT FURRING @ 16" 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" O.C. MAX. TEXTURED STUCCO 2x BASE PLATE w/( 2) 12d @ TOP & SP1 @ BASE. CONTRACTOR D FINISH, 7/8" MIN. THK. NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @BASE. WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN ATTACH PER NAILING SCHEDULE FOR CONNECTION & F— USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS SPACING. <C 2x8's @ 16" O.C. APPROVED BLDG. LSTA18 TO BLOCKING (WHEN WALL IS CONT. BRG ON ROOF SHEATHING Q MAX (U.N.O.) WRAP BELOW NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE 1/2" GYP. BD. ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ 2 12d - O PRE-ENGINEERED 2X4 CONT. W/ 2 SCHEDULE TOENAILS EACH END MSTAM24 EACH SIDE (2) 2x4 #2 SYP BLOCKING PLYWOOD FLOOR TRUSS -SEE J w/ SIMPSON HUC24-2 ATTACH PER NAILING NAILS TO EACH STUD FRAMING PLAN O 12d OF EACH STUD TO 2x8 #2 SYP P.T. SILL SCHEDULE z EACH END, USE (4) 10d & W "— — -- WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. 10d NAILS AND 5 ANCHOR BOLT OR TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) Ya x3 2x8 #2 SYP SILL PLATE W/ LU O UNDER WINDOW JAMBS w Z 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS 16" O.C. MAX. & (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE 3" FROM EA. END - USE 3) SCREWS / EPDXY ANCHOR OR 0 BUILT-UP STUD & 3" FROM EACH END TRUSS PLAN FOR FLOOR TRUSS SEE PLAN FOR 24" O.C. ( 7" EMBEDMENT O & 6" FROM O COLUMNS PT 2x8 BOTTOM PLATE CONNECTION INFO O.S.B. TO OVERLAP EACH END O BOTTOM PLATE 1 1/4 RECESS LEDGER INTO ° SIMPSON LUS26. USE 44. z LEDGER PER PLAN � �� SEE PLAN Z (a 1x PT NAILER (MIN.) TRUSS. VERIFY W/ SHOP LUS26-2 FOR 2PLY TRUSS LOW ROOF TRUSS SEE � W PT FURRING @ 24" TRUSS PLAN FOR DRAWINGS (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT O.C. MAX. CONT. #5 IN TIE BEAM CONNECTIONS (IF 2x8 LEQGER W/MIN. (4) 16d NAILS m MASONRY WALL SEE ° C.M.U. WALL SEE PLAN 0 ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. w/ (4) 1/4" x 3 1/2 (8 TOTAL) SIMPSON SDS SCREWS PLAN G.T. USE (4) 16d NAILS) d MASONRY USE HETA16 O 8" CMU WALL TEXTURED CEMENT- @ 24" O.C., OPT. TRUSS RECESS LEDGER LL f ITIOUS FINISH, 1/2" MIN, a THK.' N W W (LD01 LEDGER AT GIRDER WALL SPLICE S1 SECTION COMBO (LD03 SECTION AT OPEN TO ABOVEF02 SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 O DETAIL SCALE:, 1/2 TRUSS LEDGER U) Z �11�� 1[rlrp11�, LLi O Lp 00 c, •• EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ + �,, °':; Z Z ATTACH PER NAILING TOP & SP1 BASE. LSTA19 SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @., •° d fit SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCK ADJACENT 2X4 #2 SYP NAILER TO STUDS W/ ; _j O 3-16d @ EA. STUD. ATTACH TRUSS , " ATTACH PER 2x4 NAILER w/ 2 NAILING SCHEDULE BAYS @ EACH DIAGONAL AS , 0 ® �= Q BASE. O SEE 2ND FLOOR WALL TO NAILER W/ 3 10d TOE NAILS. 2X8 @ 16" O.C. -SEE FRAMING O NAILING 10d NAILS 16" O.C. SHOWN. FASTEN ROOF ®,, • °gyp @ SECTION FOR ADDITIONAL INFORMATION ROOF AND EXTERIOR PLAN FOR MORE INFO. ® •• (2) 2X4 #2 SYP BLOCKING W/ O SCHEDULE SHEATHING TO BLOCKS w/8d `'` �� °� ''�•s•i �° �+.� ��"' J O 2X BLOCKING W/ 2 12d ,� W1(4)1SIMPSON HUC24-2 EA. END TOENAILS EACH END 2x4 STUDS @ 16 O.C. NAILS @ 6 O.C. SHEATHING ATTACHEDIJi W/ (4) 10d & (2) 10d NAILS. PER NAILING SCHEDULE it 1, X11% USE (2) 2X6 W/ HUC26-2/-2x BASE PLATE W/ (2) 12d, UNDER WINDOW JAMBS. NAILS @ 12" O.C. 1/2" GYP. BOARD W (5) 16d NAILS (BRACE - 2X8 #2 SYP CONT. LEDGER W/ W °�. 2x4 BLOCKING BETWEEN SIMPSON H10A @EACH TO BLOCKING SIMPSON H2.5 (4) 16d NAILS. ATTACH NAILS EL J STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE EACH TRUSS TO INTO END OF EA. FLOOR TRUSS, O U' Ci 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS EACH END FOR MORE INFO. ADJACENT DIAGONAL, FASTEN U 4,0 @ 48" O.C. ALL AD ROD O.C.MAX EQUUALLY SPACED & 3" --- AT EA. SIDE OF G.T. Z O 74, TO DIAGONAL w/ (2) 16d NAILS "x3" SDS WOOD SCREWS @ _ ) p 44 2x8 #2 SYP P.T. $ILL PLATE TRUSSES PER PLAN FROM END OF LEDGER -USE (3) .: - Q�r N 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED SIMPSON LUS26 OR IF 2 -PLY C o TRUSS SIMPSON LUS26-2 • w/ 1/2" EPDXY ANCHOR CONNECT TO DOUBLE LEDGER TRUSS TO LEDGER Liu o RECESSED INTO SEE FLOOR FRAMING PLAN & " .f C:? z BOLT OR J -BOLT W/ MIN. 7" TOP PLATE w/ 16d NAILS WALL BRACING @ 48" O.C. MAX. 45° FROM TRUSS. VERIFY w/ EMBEDMENT @ 32" O.C. & 3" @ 6" O.C. HORIZONTAL (+/- 10°) BRACE NOT REQUIRED WS11/SD5 FOR MORE INFO. Q C 0 FROM EACH END (2) 2X4 TOP PLATE 6' FROM EAVES. SHOP DRAWINGS VERIFY PLAN FOR LOCATION _ �_ Q ' AND DIRECTION (IF PARALLEL 8" CMU WALL, TYP. U - PRE-ENGINEERED TRUSS - ad SEE WS10/SD5 FOR BLOCKING O O Ory SEE FRAMING PLAN FOR 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" MIN." SPACING &CONNECTION C.M.U. WALL (MIN.) INFO. cn ''i> U SEE PLAN WITH ROOF LOAD OPT. TRUSS RECESS LEDGER o INFO. a° ._ ., .^ C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. > O Q® O � Q S1 SECTION AT RAISED L F 1 SECTION AT OPEN ABOVE F 1 2 STORY FRAME WALL LD04 SECTION AT LOW ROOF w HEEL TRUSS SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" _ V-0" U I- - SEE PLAN FOR DEPTH OF LANDING p U) Z � J ua z1zgt w S PLYWOOD SHEATHING O Q I� OVER LANDING . — _"' ..__ 06 age ATTACHED PER GENERAL O 0 STANDARD (3) 2X12 FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN U W Z'� STRINGERS w/ SIMPSON -.� NOTES FOR MORE INFORMATION 0 0 J A35/USP MP34 CLIP TO 12 FLOOR SYSTEM & �l /r PRE ENGINEERED WD W LANDING FRAMING __ _��' 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. Z CZ v z LANDING @ 16"O.C. w/I=— < FIBERGLASS SHINGLES OR -- o SIMPSON A35/USP MP34 TILE VERIFY WITH ELEVATION O 0 �- OR LUS26 HANGER ON U < „ 6 r z EACH SIDE TRUSS ANCHOR (SEE PLAN) LLI (2) 2X12 REQ'D @ END OF r o z z r� � Z LANDING FOR STRINGERS z g ROOFING FELT I— vJ TO CONNECT TO w/ (2) S 2 SIMPSON A35/USP MP34 w 0 APA STRUCTURAL SHEATHING 0 EACH END TO LEDGER LU ATTACHED PER NAILING SCHEDULE Q W SEE PLAN FOR MASONRY z Lu WALL OR WOOD WALL _ MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE W END OF LANDING w/ MIN. (6) UO 16d NAILS FROM LEDGER TO STUD PACK777 ' rZ'/` r 2x8 #2 SYP (P.T. IF MANSONRY (0 m WALL) CONT LEDGER w/ (3) 16d 0 H (2) 2x HEADER SEE PLAN FOR z NAILS @ 16" O.C. MAX: TO SEE 2nd FLOOR PLAN FOR MORE INFO & CONNECTIONS Q >' EACH STUD. ((2) 114" x 3 1/2" APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION 0 PLAN VIEW CCS LANDING J TITENS @ 16" O.C. MAX. FOR p Uj 0 MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR Z 3/4" PLYWD. DECKING SHEATHING FROM TOP OF WALL TO 3: Z MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W 0 11 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL H IIS M SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE p (� STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z Z Q Z V)0 J FLOOR SYSTEM NAILS WALL SHEATHING IS = 0 � J PER PLAN STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES LINE ARE PARALLEL TO WALL Q Uj ROOF SHEATHING ATTACHED PER NAILING p 0 RISERS SCHEDULE 0 00 / PLYWOOD FLOORING SEE - w Ln FLOOR FRAMING PLAN iX z (� N m TREADS FOR MORE INFO 2x BASE PLATE w/12d @ 24" O.C. W F-- 0 W -TO FLOOR SYSTEM BELOW p U J LLI SEE PLAN FOR I \ R 0 IIS I— DIRECTION& MORE Lp '`---- SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATION — — — — — — I— U U 1 I (2) 2x SPF 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH D SCHEDULE ON FLOOR FOR O TOP PLATE TO HEADER WITH LSTA12 BENT 1 1 1 TOP PLATES I ~ J STRUCTURAL ENG: CFG /BAD PLANS PLAN FOR CONNECTION 1 1 ------- (2) 2x HEADER MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE 1 1 2x STUDS SEE PLANT 1 DRAFTING: STUD AND (5) 10d NAILS INTO HEADER 1 SEE FLOOR STRU_ CT: JV I I �VILD�NC Uj 9 QC CHECK CC 1 JACKS / KINGS # OF STUDS TOO PLAN FOR MORE W I 1 1 P.T. 2x4 LET -IN @ BASE SANFORp 1 - - INFO OF STRINGERS. FASTEN TO FLOOR 1 1 = I 1 w/(4) 1'/4"x3" TAPCONS B F1 2nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 1 1 1 F 1 TYPICAL WALL 1 1 .- 1 1 1 1 2x SPF 1 WALL & EXTERIOR SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR FRAMING I N G INFO SCALE: 3/4" =1'-0" SD6 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 F 11 1i i iii iii i 11 BASE PLATE PRE-ENGINEERED FLOOR SYSTEM 1 1 I 1 KNEEWALL OR BEAM 1 1 (2) 2x SPF I I 1 1 TOP PLATES I I 1 1 1 I B 1 1 1 2x STUDS SEE PLAN I 1 (2) 2x HEADER 1 1 SEE FLOOR I 1 PLAN FOR MORE 1 1 I 1 1 1 INFO 1 2x P.T. BASE PLATE SEE BEARING SCHEDULE 1 FOR A.B. INFO I 1 1 1 PLYWOOD SHEATHING O Q I� OVER LANDING . — _"' ..__ 06 age ATTACHED PER GENERAL O 0 STANDARD (3) 2X12 FLOOR CONSTRUCTION SEE TRUSS PROFILE/ARCH PLAN U W Z'� STRINGERS w/ SIMPSON -.� NOTES FOR MORE INFORMATION 0 0 J A35/USP MP34 CLIP TO 12 FLOOR SYSTEM & �l /r PRE ENGINEERED WD W LANDING FRAMING __ _��' 2x8 #2 SYP JOISTS @ TRUSSES @ 24" O.C. Z CZ v z LANDING @ 16"O.C. w/I=— < FIBERGLASS SHINGLES OR -- o SIMPSON A35/USP MP34 TILE VERIFY WITH ELEVATION O 0 �- OR LUS26 HANGER ON U < „ 6 r z EACH SIDE TRUSS ANCHOR (SEE PLAN) LLI (2) 2X12 REQ'D @ END OF r o z z r� � Z LANDING FOR STRINGERS z g ROOFING FELT I— vJ TO CONNECT TO w/ (2) S 2 SIMPSON A35/USP MP34 w 0 APA STRUCTURAL SHEATHING 0 EACH END TO LEDGER LU ATTACHED PER NAILING SCHEDULE Q W SEE PLAN FOR MASONRY z Lu WALL OR WOOD WALL _ MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE W END OF LANDING w/ MIN. (6) UO 16d NAILS FROM LEDGER TO STUD PACK777 ' rZ'/` r 2x8 #2 SYP (P.T. IF MANSONRY (0 m WALL) CONT LEDGER w/ (3) 16d 0 H (2) 2x HEADER SEE PLAN FOR z NAILS @ 16" O.C. MAX: TO SEE 2nd FLOOR PLAN FOR MORE INFO & CONNECTIONS Q >' EACH STUD. ((2) 114" x 3 1/2" APPROPRIATE HEADER DETAIL SEE ELEV. WINDOW SEE PLAN FOR LOCATION 0 PLAN VIEW CCS LANDING J TITENS @ 16" O.C. MAX. FOR p Uj 0 MASONRY WALL) 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR Z 3/4" PLYWD. DECKING SHEATHING FROM TOP OF WALL TO 3: Z MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR W 0 11 GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL H IIS M SPACED 1/2" x 4" BOLTS, TOE NAIL 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE p (� STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW z Z Q Z V)0 J FLOOR SYSTEM NAILS WALL SHEATHING IS = 0 � J PER PLAN STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES LINE ARE PARALLEL TO WALL Q Uj ROOF SHEATHING ATTACHED PER NAILING p 0 RISERS SCHEDULE 0 00 / PLYWOOD FLOORING SEE - w Ln FLOOR FRAMING PLAN iX z (� N m TREADS FOR MORE INFO 2x BASE PLATE w/12d @ 24" O.C. W F-- 0 W -TO FLOOR SYSTEM BELOW p U J LLI SEE PLAN FOR I \ R 0 IIS I— DIRECTION& MORE Lp '`---- SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE INFORMATION — — — — — — I— U U A ON EACH SIDE AND 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH D SCHEDULE ON FLOOR FOR O TOP PLATE TO HEADER WITH LSTA12 BENT ONE @ MID -SPAN FLOOR GIRDER SEE SEE TRUSS LAYOUT FOR TRUSS ~ J STRUCTURAL ENG: CFG /BAD PLANS PLAN FOR CONNECTION ------- MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE LOCATION & CONNECTION INFO Q DRAFTING: STUD AND (5) 10d NAILS INTO HEADER z STRU_ CT: JV SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1;ST FLOOR HEADER CONTACT EOR TO O �VILD�NC Uj 9 QC CHECK CC JACKS / KINGS # OF STUDS TOO W JOB No. TM - 2150120 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -IN @ BASE SANFORp D - - OF STRINGERS. FASTEN TO FLOOR O t = SCALE:. AS INDICATED w/(4) 1'/4"x3" TAPCONS DATE: 02/24/2015 F1 2nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE (SR01 GENERAL LANDING & F 1 TYPICAL WALL .- SCALE: 3/4" =1'-0" SECTION WALL & EXTERIOR SCALE: 3/4" =1'-0" FOR EXTERIOR 2 STORY WALLS STAIR FRAMING I N G INFO SCALE: 3/4" =1'-0" SD6 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 F 11 1i i iii iii i 11