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HomeMy WebLinkAbout115 Big Spring Ter 15-1585 New construction SFH_Ld _ 1' I ____ L _ GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RE51DENTIAL CODE NOTE: ANY DIMENSIONS AND/OR GALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SITES OR WALL THICKNE65E5 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT THORNBROOKE 40 s, OCCUPANCY AND CONSTRUCTION TYPE: 40 THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CONSTRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE DARLINGTON 2585 ELEV. A 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 IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION 5HAILI ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (121 mm)GYP5UM BOARD OR EQUIVALENT EXTERIOR FIN15HE5: • JOB NUMBER .25002.129 • THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND ASTM C926. INSTALLATION OF CAD FILE NAME LOT 40 RA E LEFT GA G EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C. RESIDENTIAL CODE R103b..2 AND A5TM C 1063. PROVIDE BOND ISSU 03-10-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RE51DENTIAL CODE R103.63 - � RE ;ISED`N 86860 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE ARE45 NOT MORE THAN 144 5.F. ••� ' AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN -�•,�S ' LL 49. TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ,s ----g-' DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS ;= Q o CONTROL JOINTS. • _ ,` EGRESS: � �°" •��� .• � �� ,� EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW ••®••�«• MUST HAVE A MAXIMUM OPENING HEIGHT OF 44 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR THORN BROOKE 40's DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNI"FY SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO T HE SURFACE OF THE STANDARDSPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX EXTERIORWALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER ( 1038). WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING GARAGE OPENING6: 1 - STHE ' V INTERF /\ CE PLAN OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE Lit A (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT5 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 -MAIN FLOOR PLAN DIMENSIONS 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS"' CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 -0 PAST THE HIGHER POINT WHERE IT x. m w DAVIS BEWS C J too DESIGN GROVP 0 J �� OUXMAR, FLORIDA 34677 813.925.1300 TEL Vi �no�M TAMPA • DEIVVF.R a EST. 1994 3A1 - FRONT ELEVATION "All TUB AND 6 >'9JM �. V U) SHOWER AREAS: CEMENT, FIBER -CEMENT, OR MAT NO GREEN ALLOWED) IN 00 = i� ;p JTt� .r.o�C0 3A2 - SIDE AND REAR EW LL ro CD to c ) ROOF PLAN GLA55 GYPSUM BOARD BOARD COMPLIANCE WITH ASTM CI288, CI325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL PILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN 0 0 Zv I EXTERIOR FIN15HE5: • JOB NUMBER .25002.129 • THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND ASTM C926. INSTALLATION OF CAD FILE NAME LOT 40 RA E LEFT GA G EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 FB.C. RESIDENTIAL CODE R103b..2 AND A5TM C 1063. PROVIDE BOND ISSU 03-10-15 BREAK IN ACCORDANCE WITH 2010 F.B.C. RE51DENTIAL CODE R103.63 - � RE ;ISED`N 86860 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE ARE45 NOT MORE THAN 144 5.F. ••� ' AND DELINEATE AREAS NOT MORE THAT 100 5.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN -�•,�S ' LL 49. TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE ,s ----g-' DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS ;= Q o CONTROL JOINTS. • _ ,` EGRESS: � �°" •��� .• � �� ,� EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW ••®••�«• MUST HAVE A MAXIMUM OPENING HEIGHT OF 44 ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR THORN BROOKE 40's DIRECTION, AND AROUND ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNI"FY SPECIFIC WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO T HE SURFACE OF THE STANDARDSPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX EXTERIORWALL FINISH. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER ( 1038). WINDOW INSTALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW, COV - GENERAL NOTES, INDEX, SPECIFICATIONS DWELLING GARAGE OPENING6: 1 - STHE ' V INTERF /\ CE PLAN OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE Lit A (S.C.) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS. 2A1 - MAIN FLOOR PLAN NOTES FLOOD ZONE REQUIREMENT5 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2A2 -MAIN FLOOR PLAN DIMENSIONS ASPHALT 5HINGLE5 (IF ARPLIL7ABLE) R 1 1. WIND RE815TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED 1N ACCORDANCE WITH SECTION R905.2b AND R905.2b.1. 2 B 1 UPPER FLOOR P LAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 6LOPE5 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 rr 2 R V 2 - U P P E [' F L0 PLAN O R P I /\ N D I M E NS IO NS COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9R905.2.1.5.2.1. I\ _/"1 a 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS"' CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 -0 PAST THE HIGHER POINT WHERE IT r 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 • DEIVVF.R a EST. 1994 ASPHALT 5HINGLE5 (IF ARPLIL7ABLE) R 1 1. WIND RE815TANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED 1N ACCORDANCE WITH SECTION R905.2b AND R905.2b.1. 2 B 1 UPPER FLOOR P LAN NOTES 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 6LOPE5 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 rr 2 R V 2 - U P P E [' F L0 PLAN O R P I /\ N D I M E NS IO NS COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9R905.2.1.5.2.1. I\ _/"1 a 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS"' CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3 -0 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2 0 HIGHER THAN THE ROOF OR RIDGE THAT 15 10 0 AWAY OR GLOSER. 11 3A1 - FRONT ELEVATION "All TUB AND SHOWER AREAS: CEMENT, FIBER -CEMENT, OR MAT NO GREEN ALLOWED) IN 3A2 - SIDE AND REAR ELEVATIONS, ROOF PLAN GLA55 GYPSUM BOARD BOARD COMPLIANCE WITH ASTM CI288, CI325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL PILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN I SHOWER AREAS. 3A3 - BUILDING SECTIONS, FLASHING DETAILS TERMITE PROTECTION: 4A - MAIN F� LOO R ELECTRICAL PLAN FLOOR PENETRATION. PROTECTIVE SLEEVES AR67D PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, 0 AND BE SEALED WITHIN THE SLAB U6V%` ", NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4B - UPPER FLOOR ELECTRICAL P UA N NO TERMITICIDES SHALL BE APPLIED INSIDE T'I'LE SLEEVE: 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF 0 DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH B OCK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LASS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, M MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS W PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACGE55113LE 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 RECORD DOPY REPLACED, A LEVEL WORKING SPACE AT LE+ 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF rylo REVIEWED FOR CgPE COMPLIANCE A MIN.126 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 RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. 0 PLA��'�j' MI 5. AUXILIARY DRAIN PAN, CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN '� •'� DATE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3: EXHAUST FANS AND VENTING: 1. OUTDOOR DISCHARGE: THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE SANFORD BUILDING DIVISION 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 T T TN AIR SHALL Q A PERMIT ISSUED SHALL BE CONSTRUED TO BE A BEEXHAUSTED DIRECTLY 0 E OU DOORS. EXHAUST FROM BATHROOMS AND TOILET ROOMS NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, LICENSE TO PROCEED WITH THE WORK AND NOT AS0 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES WRYER EXHAUST DUCT SHALL NOT EXCEED. 25 FEET FROM THE DRYER LOCATION TO THE WALL OR q4t CODES, S NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (110 RAD) BEND: THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE EXCEPTION - WHERE A CLOTHES DRYER BOOSTER 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 >m INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERETHE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHA WORDS LL BEAR THE Rq 0 "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." COMPACTION TEST 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 5501N FBC. REQUIRED Q Results to be Verified ATTENTION GENERAL CONTRACTOR % BUILDER: • at Slab Inspection P 155UANGE OF PLANS FROM THIS DRAFTERS 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 25=85 FO COMMENCEMENTOF NY BE REA CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS ���C�INOTHAT 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. OL ELEVATION P.B. (-) 0'-4" �4 %woo; G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 SANFOR 258 op TITLE SLAB INTERFACE PLAN C _ 15 8 SLAB INTERFACE PLAN GARAGE • •I X ro 8" C.M.U. WALL ABV. "co C Uro JOB NUMBER 25002.129 J h0 0 8" C.M.U. WALL do N 2N�M 1'-4" I'-8" 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL PJM W W W.DAVISBEWS.COM TAMPA • DENVER. °�'L' ro� aJ-0ti 0 �~ LAV 5.6 c o I I I— — —1 I LLt 0'� XN" L mo = vzwlink Z 0 �4 %woo; G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 SANFOR 258 op TITLE SLAB INTERFACE PLAN C _ 15 8 SLAB INTERFACE PLAN GARAGE 8" C.M.U. WALL ABV. "co s JOB NUMBER 25002.129 DAVIS BEWS 8" C.M.U. WALL CAD FILE NAME LOT 40 1'-4" I'-8" 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL -10-15 W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 - id 15 LAV 5.6 z' I I I— — —1 I XN" = vzwlink e PITCH 4" P.v.C, �. �2' �� � I p C= c' -j I/8 / FT. — � — - — _ W�.. ,;,cr TILE �4 %woo; G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 SANFOR 258 op TITLE SLAB INTERFACE PLAN C _ 15 8 SLAB INTERFACE PLAN GARAGE 8" C.M.U. WALL ABV. "co s DAVIS BEWS 8" C.M.U. WALL DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813 _ 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 LAV 5.6 � I I I— — —1 I _ABY. C(vj1 4" P.v.C, �. �2' �� � I ISI I I / — � — - — _ 3/4" CONDENSATION TILE "' I AIR HANDLER hI �J U DRAIN BY PLUMBER 5EOE55 I LINES FROM I"'I �— — — 31.811 11 19 -0 ABY. I K, UPPER FLOOR I I I 3'-10" 3-0 x3-0 A/C PAD (SEE MECH. I CONTRACTOR 28-8.. . _ I 10' -IP' 8.1 2.8" 21.0 PAVERS FOR LOC,) tea, Ciii I M 3/4" RECE56 `A i FOR ENTRY DR L.T. — ROUGH -IN «, i 3/4" CONDEN6ATION I I AIR HANDLER DRAIN BY PLUMBER 4" P.Y.C. LINES FROM UPPER FLOOR � �� NOTE: I -3 21-511 _._ ALL 5LA5 ANGLES 181.6 i 8 i ARE AT 45° (UND.) 0 _ µ T - REFERENCE PAVER DRIVE / LEADWALK zOLELEVATION �� , i W 6' Lu w 0'-0" \� >� W LU Lu p� w PITCH A1/8" PITCH / FT. N �, %�, w CJ. ___----- PROVIDE WATER TO DRAIN i C.J. ---------------------------------------- v h; g LINE FOR ICE MAKER 3'-6" i ^AA W I 76 5LA5 i 3A3 Ila Of REF. G.C. VERIFY ACRYLIC ON LANAI 31' 10" (— 9'-P' 3. 9.. 20' 0" i Q" 8II 11 8 50 GAL W.H. i _.:. �4 %woo; G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 SANFOR 258 op TITLE SLAB INTERFACE PLAN C _ 15 8 SLAB INTERFACE PLAN GARAGE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813 _ 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 �4 %woo; G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 0 SANFOR 258 op TITLE SLAB INTERFACE PLAN C _ 15 8 SLAB INTERFACE PLAN GARAGE BFD SHOWER ON 42" H. LOW WALL _I cLG. PWDR. 24 GL. NANSEN I v, I FLUSH FRAME 1 o •8k6. BOX 1 A 9' 4" TO FURRING 8 M. BATH DEN 1 I I �, CLG. I Lu CPT. TILE 9'-4" FLAT CLG. L_ - J ENTRY UA 10'-4"x10'-6" 9'-4PLT. HT. 9'-4' FLAT CLG. O @ a� T.OM. 2 6x6-8 «� ARCH FROM mmb MASTER SUITE BFD N M.C. I 2 4x6 8 W� LJI_411 `O 16'-0"x14'-4 I BFD . 9'-4„ 8 0 TO 8141 % AFF. w 9'=4" FLAT CLG. 9' 4" CLG I CLG. 1 1 FLAT HDR. '/ FOYER 1 9'41 l AT 4'-411 INSULATE GLG. I 5EE SECTION �' 5 5N. 9'-4" FLAT CLG. WALLS aI I_ (2)2-6x6-8 9.411 r_ ----_.r-_ LINE 9'.411 SLOPING I I 2 5 OR 9'-4 AIR HANDLER GLG. FLOORFABV.ONq CLG. CLG, VolME CLG_ LINES FROM �, BARREL ARCH I UPPER FLOOR FROM 8'-0" / FLUSH FRAME _ \ L.T. To FURRING w �- - - - �� I UP \ \ TO 8' 8" / ROUGH -IN STAIR DATA: IS RISERS AT `" \ I LINE OF SECOND 1 PAVER DRIVE? TYPICAL MASONRY C x WINDOW SCHEDULE WINDOW WIDTHS C U LOtoo -.I h 0 2111 JOB NUMBER 25002.129 N OLDSMAR, FLORIDA 39677 813.925.1300 TEL r �N�M W W W.DAVISBEWS.COM TAMPA • DENVER -/ L PJM C. L L � �' IL ISSUED 03-10-15 0 0 2611 F`n-- 0 O 1/2 32 5H 22 5H 1 L Q% w 0,j.iN p. f0 L � Z r20 tl _ 3911 0 BFD SHOWER ON 42" H. LOW WALL _I cLG. PWDR. 24 GL. NANSEN I v, I FLUSH FRAME 1 o •8k6. BOX 1 A 9' 4" TO FURRING 8 M. BATH DEN 1 I I �, CLG. I Lu CPT. TILE 9'-4" FLAT CLG. L_ - J ENTRY UA 10'-4"x10'-6" 9'-4PLT. HT. 9'-4' FLAT CLG. O @ a� T.OM. 2 6x6-8 «� ARCH FROM mmb MASTER SUITE BFD N M.C. I 2 4x6 8 W� LJI_411 `O 16'-0"x14'-4 I BFD . 9'-4„ 8 0 TO 8141 % AFF. w 9'=4" FLAT CLG. 9' 4" CLG I CLG. 1 1 FLAT HDR. '/ FOYER 1 9'41 l AT 4'-411 INSULATE GLG. I 5EE SECTION �' 5 5N. 9'-4" FLAT CLG. WALLS aI I_ (2)2-6x6-8 9.411 r_ ----_.r-_ LINE 9'.411 SLOPING I I 2 5 OR 9'-4 AIR HANDLER GLG. FLOORFABV.ONq CLG. CLG, VolME CLG_ LINES FROM �, BARREL ARCH I UPPER FLOOR FROM 8'-0" / FLUSH FRAME _ \ L.T. To FURRING w �- - - - �� I UP \ \ TO 8' 8" / ROUGH -IN STAIR DATA: IS RISERS AT `" \ I LINE OF SECOND 1 PAVER DRIVE? TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS DAVIS BEWS DESIGN GP.OVP 2111 JOB NUMBER 25002.129 CAD FILE NAME LOT 40 OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ISSUED 03-10-15 2611 F`n-- 12 5H 1/2 32 5H 22 5H 32 5H w VI ,! 604j -15 _ 3911 0 13 5H *THRU 23 5H 33 5H J DIRECT VENT DRYER EXT. WALL ..T.D.M. 5111 14 5H 1/2 34 5H 24 5H 34 5H AIR WANgLER T.O.M. LHomE TEMP.GL.ENGL. 94 LINES FROM UPPER FLOOR 24 5H. 13 5H. FLAT HEADER 9' 411 TE �--� z H.B. ON 42" H, LOW WALL HD. AT V-0" HD. AT 8'-011 AT 8'-0" A.F.F. AF F * r12 16 514 0 26 5H 36 5H G.G. VERIFY MA60NRY OPENING5 FOR ALL WINDOW5, to W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ �,� i ���q�p cv O 0 z ,3'.0"x3_0` A/C I PAD (SEE MECH. 13 -0"x3 -0 A/C I 'PZ (SEE MECH. 5 5H. ;, 20 H. TILE 2 26 5N, f I- PEq. W.C. L �,� got, • ICONTRAGTOR I ICONTRACTOR I eSEAT a m I I LAV _ _ - - - - - I PAVERS IFOR LOC.) I (FOR LOC.) HD. AT I� UTIL I c' OL I TD.M. 7 Jill 1-6x6-8 w TILE TEMP GL ENGL �- I o n- J 9' 411 V-4" BFD SHOWER ON 42" H. LOW WALL _I cLG. PWDR. 24 GL. NANSEN I v, I FLUSH FRAME 1 o •8k6. BOX 1 A 9' 4" TO FURRING 8 M. BATH DEN 1 I I �, CLG. I Lu CPT. TILE 9'-4" FLAT CLG. L_ - J ENTRY UA 10'-4"x10'-6" 9'-4PLT. HT. 9'-4' FLAT CLG. O @ a� T.OM. 2 6x6-8 «� ARCH FROM mmb MASTER SUITE BFD N M.C. I 2 4x6 8 W� LJI_411 `O 16'-0"x14'-4 I BFD . 9'-4„ 8 0 TO 8141 % AFF. w 9'=4" FLAT CLG. 9' 4" CLG I CLG. 1 1 FLAT HDR. '/ FOYER 1 9'41 l AT 4'-411 INSULATE GLG. I 5EE SECTION �' 5 5N. 9'-4" FLAT CLG. WALLS aI I_ (2)2-6x6-8 9.411 r_ ----_.r-_ LINE 9'.411 SLOPING I I 2 5 OR 9'-4 AIR HANDLER GLG. FLOORFABV.ONq CLG. CLG, VolME CLG_ LINES FROM �, BARREL ARCH I UPPER FLOOR FROM 8'-0" / FLUSH FRAME _ \ L.T. To FURRING w �- - - - �� I UP \ \ TO 8' 8" / ROUGH -IN STAIR DATA: IS RISERS AT `" \ I LINE OF SECOND 1 PAVER DRIVE? OPENING 1.38" EACH ARCH FROM /// \ \ FLOOR ABY. 1 LEADWALK 1 1 T.O11. T.oM. STAIRS I RAILING CPT. TILE 8 m TO 81.811 \ 6CY uTo Im,mm TREADS-� 9'-4" 9'-4" I \ s� INSULATE AFF. I � ""�ABovE II 11 I � GARAGE Q G.C. VERIFY ACRYLIC w 2 STORY 91 4 \ II 1 I I 20' -0"x20' -O' ON LANAI a , 1 =I L 9 -4 PLT. HT o f AA — 1 � �I 11 1 � I 3A3 FAMILY ROOM ARCH FROM I DINING I I \ / Q KITCHEN z LANAI o 19 6'x14 0 -0 8TO 6 I 10'-6"x14'-0" I I 9'-4" FLAT CLG. I 9'-8"x14'-4 2 -STORY VOLUME A 9'-4" FLAT CLG. I INSULATE Lu 9'-4" PLT. HT. I 2G I I �? I WALLS Lu I LINE OF SECOND I Q I I o °� FLOOR ABV. O - I � I ❑I Ii = Q IIIIII RANGE � T.oMV HOOD BOTT. OF LINTEL . 5m GAL. W.N. I - T.O.M. ' AT V-0" AFF. Q1 411 9 4 I I � C�I I----- — -----1 W.H. o.H.G. O Q O.H.C. AFF. T.OM. T.O.M. T.O.M. 2 - 26 64. T.OM. T.oM. N.B. 9' 4" 9' 4° 9'-411 ND. AT 6-o" A.F.F. A.F.F. A.F.F. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS s n TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS DAVIS BEWS DESIGN GP.OVP 2111 3111 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 OPENING 1.38" EACH ARCH FROM /// \ \ FLOOR ABY. 1 LEADWALK 1 1 T.O11. T.oM. STAIRS I RAILING CPT. TILE 8 m TO 81.811 \ 6CY uTo Im,mm TREADS-� 9'-4" 9'-4" I \ s� INSULATE AFF. I � ""�ABovE II 11 I � GARAGE Q G.C. VERIFY ACRYLIC w 2 STORY 91 4 \ II 1 I I 20' -0"x20' -O' ON LANAI a , 1 =I L 9 -4 PLT. HT o f AA — 1 � �I 11 1 � I 3A3 FAMILY ROOM ARCH FROM I DINING I I \ / Q KITCHEN z LANAI o 19 6'x14 0 -0 8TO 6 I 10'-6"x14'-0" I I 9'-4" FLAT CLG. I 9'-8"x14'-4 2 -STORY VOLUME A 9'-4" FLAT CLG. I INSULATE Lu 9'-4" PLT. HT. I 2G I I �? I WALLS Lu I LINE OF SECOND I Q I I o °� FLOOR ABV. O - I � I ❑I Ii = Q IIIIII RANGE � T.oMV HOOD BOTT. OF LINTEL . 5m GAL. W.N. I - T.O.M. ' AT V-0" AFF. Q1 411 9 4 I I � C�I I----- — -----1 W.H. o.H.G. O Q O.H.C. AFF. T.OM. T.O.M. T.O.M. 2 - 26 64. T.OM. T.oM. N.B. 9' 4" 9' 4° 9'-411 ND. AT 6-o" A.F.F. A.F.F. A.F.F. REFER TO SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS s n MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 2011 2111 3111 53" ul) F- WINDOW CALL -OUTS 2611 F`n-- 12 5H 1/2 32 5H 22 5H 32 5H w _ 3911 0 13 5H 1/2 33 5H 23 5H 33 5H J 0 5111 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H �--� z r12 16 514 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA60NRY OPENING5 FOR ALL WINDOW5, to W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURER AND 6PECIFICATION5. O 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5N, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT 65'-4" N Uloj,� s,15 8 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT x m w O 6l J N- 0do co MMI 2N`',M N y �. PJM r 813.925.1300 TEL `L4OLL W W W.DAVISBEWS.C.OM 11 ISED p d d9 10-160 ti '0 J 0 0 cn10 t 0; cli O 65'-4" N Uloj,� s,15 8 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT x m w O CAD FILE NAME LOT 40 J N- 0do MMI 2N`',M N y �. PJM OLDSMAR, FLORIDA 34677 813.925.1300 TEL `L4OLL W W W.DAVISBEWS.C.OM 11 ISED p d d9 10-160 ti '0 J 0 0 cn10 t 0; cli O Of5 N. 020 Z 0 65'-4" N Uloj,� s,15 8 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT JOB NUMBER 25002.129 • CAD FILE NAME LOT 40 ISSUED 03-10-15 DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM 11 ISED p d d9 10-160 EST. 1994 (—� Of5 N. W 40 •0, • ISH Ci— wj R _.. ENTRY 65'-4" N Uloj,� s,15 8 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT a DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER EST. 1994 (—� 65'-4" N Uloj,� s,15 8 MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT ......-.. I II ...... . ... ,.. II . 4 Wi.... ill .LL �j k II .: � ... .... . _... ,... ....... .......... ...........:.....»..., . ...... ...... ..,...,..... :�.,..., .. .. .... ,. ...,�.,_,.»..'..,... .I..,...i. :l _,..... ,.. __... - co TYPICAL WOOD FRAME x 1Y- WINDOW SCHEDULE �Q n 0 r0 BEDROOM 2 0 J 13'-4"x12'-8" 36" 48" 9'-0" FLAT CLG. WINDOW CALL -OUTS Mr. o� (D20" � n ) y , �, w L-A 6 -0x6 -a R;o / JOB NUMBER 25002,129 CAD FILE NAME LOT 40 ISSUED 03-10-15 D 04-10-15 G.G. VERIFY t �� m�� GUTTERS TO B PROVIDE 3050 5N, ADDED COMPLETETEMP, 5H. PAN AND DRAIN 203T -&"cep ca (0 C=v CN24" N. A/C ND. AT PLATFORM EGRESS N*MEND. AT 1-8 UNDER A.N.U. �c �• cv tr TYPICAL WOOD FRAME x 1Y- WINDOW SCHEDULE 0 r0 0 J 24" . 36" 48" N' WINDOW CALL -OUTS Mr. o� (D20" ) y , �, w L. >>_j = 24" L.L' � � LL 0 0 ca �J�0 �1 :� 0 1830 5H 2030 5H L 4030 5H N 0p F'l0 y� 7- ON Z620 JOB NUMBER 25002,129 CAD FILE NAME LOT 40 ISSUED 03-10-15 D 04-10-15 G.G. VERIFY t �� m�� GUTTERS TO B PROVIDE 3050 5N, ADDED COMPLETETEMP, 5H. PAN AND DRAIN 203T -&"cep ca (0 C=v CN24" N. A/C ND. AT PLATFORM EGRESS N*MEND. AT 1-8 UNDER A.N.U. �c �• cv tr Q"_'4 Rl JV� UPPER FLOOR PLAN NOTES GARAGE LEFT TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 24" . 36" 48" H WINDOW CALL -OUTS (D20" 1818 F.G. 2018 F.G. 3018 F.C. 4018 F.G. w = 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J p 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 45" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 3 1850 5H 2050 514 3050 5H 4050 5H 12" 1860 5H 2060 5H 3060 5H 4060 514 G.C. VERIFY ROUGH OPENINGS FOR ALL WINDOW5, � w WINDOW 51255 AND IN5TALLATION MAY VARY PER F_MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW 1,15ED (5INGLE HUNG -51-1, CA5EMENT- C5MT, OR FIXED GLA55- F.G. Q"_'4 Rl JV� UPPER FLOOR PLAN NOTES GARAGE LEFT 54'-4" 20'-8.. • X t0 w U rO Lo DAVIS BEWS 0 0 DESIGN GROVP co a,. 150 STATE STREET EAST OLD MAY, FLORIDA 34677 O CM 813.92.5.1800 FAX W W W.DAVISBEWSCOM C? r= EST. 1994 >=JM L• 0 0 �_ ~ coo E 06 ;: N 0. fD t Ze d 54'-4" 20'-8.. 2 0 JOB NUMBER 25002.129 DAVIS BEWS DESIGN GROVP 52'-4° 150 STATE STREET EAST OLD MAY, FLORIDA 34677 CAD FILE NAME LOT 40 813.92.5.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 ISSUED 03-10-15 REVISED I I 01h-15 scl, • •r CN ,. • • 7 7ti • x✓ 13 -all 411 6it 141.211 1 ATH 2 I I BATH 3 I_ BEDROOM 2 L BEDROOM 4 \ 1 co — — — — — — — -- ----- - 4-0" I n 1 I 14'-10" ' 10-0 3-8 5-8 � 1 2.g I4'_q" 1 1'-4" �. 1 :Nmmm— — 1 t� 4'-4 20' 2" " 4'-0" 3'-0" \ff3'-10 MLu I A[T- ,a LOFT N W BEDROOM 3 I _ 1 I aA-'NFF'` ISD 1 UPPER FLOOR PLAN DIMENSIONS GARAGE �LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD MAY, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWSCOM TAMPA • DENVER EST. 1994 aA-'NFF'` ISD 1 UPPER FLOOR PLAN DIMENSIONS GARAGE �LEFT 42' H. RAILING FLOOR BEAM 5Y5rEM LINE OF 6'-8" h / HEAD CLEAR4 10.00" (TYP.) r CA51NG 2x 5TUD5 (PER STD. PLAN) BASE 11 CABINET 1/16" 0,5.8: BACKING 1/2" DRYWALL CALI. TOP 6CALE: 1/2" -- 1'-0" " JOB NUMBER 25002.129 " r„ S � x m CAD FILE NAME LOT 40 U rLOLo 0 150 STATE STR FFT EAST O J h� 813. 925.1800 FAX W W W.DAVISBEW& COM do EST. 1994 F--- V/ ON�� N a� L >JM L L ° Cf) LL O O ro = ~ J O c 3�E �i;: C'J0 }� � 0 0 Z2v 1:4 0 z r CA51NG 2x 5TUD5 (PER STD. PLAN) BASE 11 CABINET 1/16" 0,5.8: BACKING 1/2" DRYWALL CALI. TOP 6CALE: 1/2" -- 1'-0" " JOB NUMBER 25002.129 " r„ S DAVIS BEWS CAD FILE NAME LOT 40 150 STATE STR FFT EAST OLDSMAR., FLORIDA 34677 ISSUED 03-10-15 813. 925.1800 FAX W W W.DAVISBEW& COM TAMPA • nEI%IVFR, EST. 1994 F--- 1111111fij. 10-15 wee 1:4 0 z SHIM AS RE(M. 1. 0.. r CA51NG 2x 5TUD5 (PER STD. PLAN) BASE 11 CABINET 1/16" 0,5.8: BACKING 1/2" DRYWALL CALI. TOP 6CALE: 1/2" -- 1'-0" =17 7- N RAILING —i -i I" N051NG (TYP.) «, STORAGE 2x TREADS AND UNDER CIA Ix R15ER5 (TYP.) `r 6TAIR5 CD N 11 TREADS AT 1020" EACH TYP. ARCHWAY F- >7 STAIR SECTION. SCALE: 1/4" = V-011 tSA, N IF 0 JIRID N PLAN DETAILS- 5CALE: 1/4" : I'-0" GARAGE LEFT r„ S DAVIS BEWS DESIGN GILOVP 150 STATE STR FFT EAST OLDSMAR., FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW& COM TAMPA • nEI%IVFR, EST. 1994 F--- =17 7- N RAILING —i -i I" N051NG (TYP.) «, STORAGE 2x TREADS AND UNDER CIA Ix R15ER5 (TYP.) `r 6TAIR5 CD N 11 TREADS AT 1020" EACH TYP. ARCHWAY F- >7 STAIR SECTION. SCALE: 1/4" = V-011 tSA, N IF 0 JIRID N PLAN DETAILS- 5CALE: 1/4" : I'-0" GARAGE LEFT 11/2" THICK SAND FIN15W KEYSTONE IIF APPLICABLE) 12 RAISED 6 12 LSWINGLE6 SAND FIN15H ROOF TEXTURED BANDING 12 G.G. VERIFY SHINGLE Q6 ALUMINUM OVER ROOF 7 2x6 5UB-FA5CIA /` (TYPICAL)PLT. WL (TYPICAL) PLT. HT. 4" BANDING (TYP.) APPLICATION DECORATIVE STUCCO LL STUCCO 03.6.1 AND FIXED 5WUTTER5 FINI5W 7 FIN15H 1'-4" W. x 5'-0" W ING AND _ / DECORATIVE _ � /// ll`` FIXED SHUTTERS �r Z • x O w CAD FILE NAME LOT 40 d x = Gl w z � 3/4" a� THICK 12 G.G. VERIFY SHINGLE Q6 ALUMINUM OVER ROOF 7 2x6 5UB-FA5CIA /` (TYPICAL)PLT. WL (TYPICAL) PLT. HT. 4" BANDING (TYP.) APPLICATION DECORATIVE STUCCO LL STUCCO 03.6.1 AND FIXED 5WUTTER5 FINI5W 7 FIN15H 1'-4" W. x 5'-0" W ING AND _ / DECORATIVE _ � /// ll`` FIXED SHUTTERS �r • x O « JOB NUMBER 25002.129 CAD FILE NAME LOT 40 Ctoo EST. 1994 � - ISSUED 03-10-15 0 VISEP04-10-15 a� N.2c, N m , c >�C. `i• acl)�. 00 ro� -1 0 z 0�C0 a.. 3�E iLt 3 (Q 04 O Z r TYP. CROSS-SECTIION OF RAISED -� 4" BANDING 12 � 12 12 (TYP.) O TEXTURED FINISH BANDING AND / 6� LROOF a6 �WINGLE a6 OR SAND FINISH KEYSTONE SECOND F.F. LINE_. ROOF � Roo�� SECOND FF, LINE M SCALE: 3" - 1'-0" a, T.O.M. T.O.M. 8.. BANDING 8" SANDING M 6" BANDING 4" BANDING TEXTURED F-1 171171 El El 7-17-1 L-1 FINISH zp m F NISND `5' 0 F AR OPENING NE IGNTS BANDING TS, WHERE TWE OPENIING OF AN OPERABLE THAN 12 INCH S A OVE TWE - _ BANDING TED MORE E B FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART `r OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MAIN FF. LINE _ _ _ _ _ = _MAIN FF. LINE MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE GRADE LINE 4" BANDING GRADE LINE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PAS5AGE OF A 4 INCH DIAMETER SPHERE WHERE (ASSUMED) DOOR SURROUND (ASSUMED) LTJ SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 1� FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL GODS 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, FRONT ELEVATION WHERE PROVIDED, SHALL COMPLY WITH THE SCALE: I/4" = V-61 0 REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE R612.3 T ■ TI TLE • FRONT ELEVATION ;haw DETAILS f�, DAVIS BEWS DESIGN GROVP « JOB NUMBER 25002.129 CAD FILE NAME LOT 40 TAMPA • DENVER EST. 1994 � - ISSUED 03-10-15 VISEP04-10-15 01 141) z «®®mayIWO: a.. 3 TYP. CROSS-SECTIION OF RAISED -� 4" BANDING 12 � 12 12 (TYP.) O TEXTURED FINISH BANDING AND / 6� LROOF a6 �WINGLE a6 OR SAND FINISH KEYSTONE SECOND F.F. LINE_. ROOF � Roo�� SECOND FF, LINE M SCALE: 3" - 1'-0" a, T.O.M. T.O.M. 8.. BANDING 8" SANDING M 6" BANDING 4" BANDING TEXTURED F-1 171171 El El 7-17-1 L-1 FINISH zp m F NISND `5' 0 F AR OPENING NE IGNTS BANDING TS, WHERE TWE OPENIING OF AN OPERABLE THAN 12 INCH S A OVE TWE - _ BANDING TED MORE E B FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART `r OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MAIN FF. LINE _ _ _ _ _ = _MAIN FF. LINE MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE GRADE LINE 4" BANDING GRADE LINE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PAS5AGE OF A 4 INCH DIAMETER SPHERE WHERE (ASSUMED) DOOR SURROUND (ASSUMED) LTJ SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 1� FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL GODS 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, FRONT ELEVATION WHERE PROVIDED, SHALL COMPLY WITH THE SCALE: I/4" = V-61 0 REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE R612.3 T ■ TI TLE • FRONT ELEVATION ;haw DETAILS f�, DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 81.3.925.1800 FAX W W W DAVISBEW&COM TAMPA • DENVER EST. 1994 � - TYP. CROSS-SECTIION OF RAISED -� 4" BANDING 12 � 12 12 (TYP.) O TEXTURED FINISH BANDING AND / 6� LROOF a6 �WINGLE a6 OR SAND FINISH KEYSTONE SECOND F.F. LINE_. ROOF � Roo�� SECOND FF, LINE M SCALE: 3" - 1'-0" a, T.O.M. T.O.M. 8.. BANDING 8" SANDING M 6" BANDING 4" BANDING TEXTURED F-1 171171 El El 7-17-1 L-1 FINISH zp m F NISND `5' 0 F AR OPENING NE IGNTS BANDING TS, WHERE TWE OPENIING OF AN OPERABLE THAN 12 INCH S A OVE TWE - _ BANDING TED MORE E B FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART `r OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MAIN FF. LINE _ _ _ _ _ = _MAIN FF. LINE MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE GRADE LINE 4" BANDING GRADE LINE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PAS5AGE OF A 4 INCH DIAMETER SPHERE WHERE (ASSUMED) DOOR SURROUND (ASSUMED) LTJ SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 1� FINISHED FLOOR PER F.B.C. 2010 RESIDENTIAL GODS 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, FRONT ELEVATION WHERE PROVIDED, SHALL COMPLY WITH THE SCALE: I/4" = V-61 0 REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE R612.3 T ■ TI TLE • FRONT ELEVATION ;haw DETAILS f�, --------- ------ - LANAI ROOF VENT REQUIREMENTS G.C. VERIFY THAT 33.25 5Q. IN. OF VENTILATION THROUGH UPPER i 4:12 2/3 OF ROOF 15 ACQUIRED. I f I VERIFY QUANTITY OF ROOF VENTS I i 6:12 REQUIRED, PER MANUFAGTURER'S----------------- SPECIFICATIONS OF NET FREE 6 AREA PER VENC i lhr� I � I REFER To COVER SHEET I I GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHES 4:12 AND UNDER UPPER ROOF VENT REQUIREMENTS I I G.C. VERIFY THAT 35139 5Q, IN. Q i OF VENTILATION THROUGH UPPER I w 6:12 6:12 I 2/3 OF ROOF 15 ACQUIRED. � � � ' VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, I I I %O I G.C. VERIFY L I GUTTER5 TO BE ADDED COMPLETE 6:12 i HOME I i I I ` I --------r------ I _I -------------------- I �/ 6:12 L LLL I —7 _Q 6:12 6:12 --------1- I I I I LOWER ROOF VENT REQUIREMENTS G.G. VERIFY THAT 126.93 50. IN. 1 of VENTILATION THROUGH UPPER 2/30 F ROOF 15 ACQUIRED. I VERIFY QUANTITY OF ROOF VENTS --------------------------- REQUIRED, PER MANUFACTURER'S 5PECIFICATION5 OF NET FREE I '0 AREA PER VENT. TYP. OVERHANG AT HIP AA (U.N.D.) 3A3 ROOF PLAN. 5CALE: 1/8 - I' -0'l 11/2" THICK 5AND FINISH KEYSTONE (IF APPLICABLE) RA15ED SAND FINISH CLEAR OPENING HE�GHt9 TEXTURED BANDING � - NOTE: THI5 DETAIL 6HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN15H BANDING AND SAND FINISHED KEY5TONE5 (WHERE APPLICABLE) IF THIGKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT THICKNE65 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND ASTM C926, INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER 2010 F.B.C. RESIDENTIAL CODE R103.62. AND A5TM C 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SHINGLE 6 12 /SHINGLE 12 6 ROOF ROOF PLT. HT. _ _ _ _ PLT: HT. _ 6? /5TUCCo /5TUCCOE101 STUCCO oz FINISH 12 SHINGLE FINISH 7 FINIS>N 7 �6 �/ 4D /SHINGLE ROOF �� SECOND FF LINE a SECOND F.F. LINE 8" SECOND FBF, LINE 8 M O. . ROOF — - — T.O.M. T. - _ - JOB NUMBER 25002.129 • `^ CAD FILE NAME LOT 40 ISSUED 03-10-15 v _ /TEXTURED --TEXTURED _ TEXTURED REu1SED 04-10-15 _2.0 FIN15H FIN15H a, FINISH M I N 7 7 / A. MAINF.F. IN _ - - - _MAIN F.F. LINE _ LINE - - - - - - - - - - ��•p....,� a; GRADE LINE �� ••.. w . tc-s GRADE LINE--'--' ( (A55UMED) A55UMED) a, GD 0 q _jz N �, 1 LEFT ELEVATIO .®y 5CALE: 1/8" - I'-0" ` r DAMS BEWS DESIGN GROVP 12 12 6� 126 SHINGLE �6 ROOF 150 STATE STREET EAST OL XWW FLORIDA 34677 813 .925. 1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVER 5 GLEE EST. 1994- PLT. HT. ROOF -- PLT. HL V /5Tucco tl, STUCCO C) FINISH * F.G. F.G. r- FINISH 12 SECOND FF. LINE 8 "—SHINGLE D4 SECOND FF. LINE T.O.M.- - ROOF —� T.O.M. - c0 TEXTURED TEXTURED @ FNSH a ZIPFIN15H low MAIN FF. LINE_I JLEMF`jjL__JjMAIN FF. LINE GRADE LINE7717'0 GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION CSC 5CALE / V Intoo 0 rvoo, 0 6� Q6 12 SHINGLE 12 SHINGLE 6� ROOF 7 Q6 ROOF ` a PLT. HT. PLT. HT. _ /5TUCCOTEMP. D/5TUCCO � co FIN16H �+ �FINIS * - H 12 5HINGLE 7 6� L9HINGLE >m ROOF T.O.M. i SECOND FF. LINE 12 SECOND FF. LINE 5ECOND FF. LINE . - -- ROOF 6� _ - — - TT.O.M.8 _ /TEXTURED [3 TEXTURED FINISH o FIN15H 6'r -' - 0� Oil _MAIN FF, LINA • MAIN FF. LINE _ - _ - - - - - - - - - GRADE LINE GRADE LINE 25851111111111 9 (A55UMED) (A55UMED) mmmml RIGHT ELEVATION SANFORD $CALE:1/8" :1'•0" � tl ELEVATION "Al GARAGE LEFT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • a x ca w Lo C U r0 to 0 0 co ON`,M j 1.0 co 00 N_ 5:=0o cq t; O }� Zv a SECOND F.F. LINE 8" SECOND FBF, LINE 8 M O. . ROOF — - — T.O.M. T. - _ - JOB NUMBER 25002.129 • `^ CAD FILE NAME LOT 40 ISSUED 03-10-15 v _ /TEXTURED --TEXTURED _ TEXTURED REu1SED 04-10-15 _2.0 FIN15H FIN15H a, FINISH M I N 7 7 / A. MAINF.F. IN _ - - - _MAIN F.F. LINE _ LINE - - - - - - - - - - ��•p....,� a; GRADE LINE �� ••.. w . tc-s GRADE LINE--'--' ( (A55UMED) A55UMED) a, GD 0 q _jz N �, 1 LEFT ELEVATIO .®y 5CALE: 1/8" - I'-0" ` r DAMS BEWS DESIGN GROVP 12 12 6� 126 SHINGLE �6 ROOF 150 STATE STREET EAST OL XWW FLORIDA 34677 813 .925. 1300 TEL 813. 925 1800 FAX W W W.DAVISBEWS.COM TAMPA • nENVER 5 GLEE EST. 1994- PLT. HT. ROOF -- PLT. HL V /5Tucco tl, STUCCO C) FINISH * F.G. F.G. r- FINISH 12 SECOND FF. LINE 8 "—SHINGLE D4 SECOND FF. LINE T.O.M.- - ROOF —� T.O.M. - c0 TEXTURED TEXTURED @ FNSH a ZIPFIN15H low MAIN FF. LINE_I JLEMF`jjL__JjMAIN FF. LINE GRADE LINE7717'0 GRADE LINE (A55UMED) (A55UMED) REAR ELEVATION CSC 5CALE / V Intoo 0 rvoo, 0 6� Q6 12 SHINGLE 12 SHINGLE 6� ROOF 7 Q6 ROOF ` a PLT. HT. PLT. HT. _ /5TUCCOTEMP. D/5TUCCO � co FIN16H �+ �FINIS * - H 12 5HINGLE 7 6� L9HINGLE >m ROOF T.O.M. i SECOND FF. LINE 12 SECOND FF. LINE 5ECOND FF. LINE . - -- ROOF 6� _ - — - TT.O.M.8 _ /TEXTURED [3 TEXTURED FINISH o FIN15H 6'r -' - 0� Oil _MAIN FF, LINA • MAIN FF. LINE _ - _ - - - - - - - - - GRADE LINE GRADE LINE 25851111111111 9 (A55UMED) (A55UMED) mmmml RIGHT ELEVATION SANFORD $CALE:1/8" :1'•0" � tl ELEVATION "Al GARAGE LEFT • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS • SHEET • 15# FELT .. T REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT 12 I2 GIRDER REQUIREMENT5 FOR ROOF GIRDER 6� TTQ8 TRuss TRuss PITCHES 4:12 AND UNDER ROOF TRU55E5 * * * * * 12 AT 24" O.G. 12 6� (TYPICAL) Q6 '1� I , , � I _III 11 11 11 . . . i:? 2 - STORY ❑ ❑ ��' ❑ ❑ ❑ ❑ ❑ CI VOLUME12 T BR.3 Jb GIRDER 2 � ❑ ❑ ❑ � � ROOF TRU55 TRU 1SS 4l 2 AT 24 O.C. S TAB 25 YR SHINGLE UN 15# FEL OVER ROOF SHEATHING SPECIFIED ON NAILING AND FI I H SCHEDULE ROOF OVER D PRE-ENGINEERE ,., D TEXTURED BANDING ROOF TRUSSES ®2 0. -�— FLOOR 5Y5TEM —► (TYPICAL) TYPICAL WINDOW & SLIDING GLASS X W DOOR Z FLASHING DETAIL C to U �0 0 J h0 PITCH AS ROOF FRAMING PLAN WEATHER —FOLD UP WEATHER BARRIER & MECHANICALLY FASTEN RESISTIVE RESTS"I"IVF R N' CAD FILE NAME LOT 40 y 0 .� �Mr 50# FELT OVER ISSUED 03-10-15 ��JM ❑ ❑ ❑ ❑ ❑ ❑ FAMILY L L. 0 0 `� , ~ � 5.,x5' METAL FLASHING T. o GARAGE 6 �0 REVISED 04-10-15 E �'r-°' —kBRG, HOT. � � � N L ALUM, DRIP EDGE p , ND SHINGLE PER WINDOW Q Z52 � CONTRACT aTE 0 (SEE DETAIL BPER S TAB 25 YR SHINGLE UN 15# FEL OVER ROOF SHEATHING SPECIFIED ON NAILING AND FI I H SCHEDULE ROOF OVER D PRE-ENGINEERE ,., D TEXTURED BANDING ROOF TRUSSES ®2 0. -�— FLOOR 5Y5TEM —► (TYPICAL) TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL JOB NUMBER 25002.129 • BEAM - Z PITCH AS ROOF FRAMING PLAN WEATHER —FOLD UP WEATHER BARRIER & MECHANICALLY FASTEN RESISTIVE RESTS"I"IVF R TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING CAD FILE NAME LOT 40 CONC. M w FLASHING TO FORM WATER SHEDDING FOLD UP WEATHER �p 50# FELT OVER ISSUED 03-10-15 LINTEL❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FAMILY METAL FLASHING ALLOW FOR FLASHING INSTALLATION x Lu iz `RESISTIVE SHEATHING BARRIER 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5.,x5' METAL FLASHING T. o GARAGE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING e�R REVISED 04-10-15 w,/TAR BETWEEN ! 4 —kBRG, HOT. � � � 6' 6' ALUM, DRIP EDGE FLASHING SHINGLE PER WINDOW Q LANAI � CONTRACT aTE 0 (SEE DETAIL BPER FASCIA Nti IDO NOT FLASH t� FOR OPTIONS) 5\�f FLS _._ ❑❑ NG 5x5" METAL FLASHING f�����r�a►�,P� 9 CORNER PATCH TAR BETWEEN FL ELAS I GAN HINGE i 3/411 RUN KICKOUT FLASHING 5" �I� NOTES: THICK T VENTED ALUM. SOFFIT ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) SHEATH & EXT. FINISH ALLOW FOR FLASHING INSTALLATION 2" REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING WINDOW FLASHING AS REO'D WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE 1x4 WINDOW TRIM NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS .fes TYPICAL ROOF TO WALL FLASHING DETAIL SECTION AA _ ALL F L SHI N NUMBERS N FLASHING ORDER AS SHOWN BY tl TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR `'FLASHING DETAIL N.T.S. N.T.S. EXTERIOR WALLS SHALL PROVIDE THE F3UILIDNG WITH A WEATHER- RESI ANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS E 5CALE: 1/8" = 14° ✓ ;. « • w � 3.7. T FINISHES ALL EXTERIOR FINIS WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 0 A A CWTTorr._ ION ,HALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. b FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN " R R 22.CNOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTE 10 WALLS AS REQUIRED BY TABLE R703.4. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS _ -SILL PLATE 1112" THICK +I SEE NOTE # e P H A MANNER AS TO PREVENIT ENTRY OF WATER INTO THE WALL CORROSION -RESISTIVE FLASHING SHALL PROVIDED IN THE. EXTERIOR WALL ENVELOPE N SUCH I APPROVED C CAVITY OR PENETRATION OF WATERTO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND . S WALL SHEATHING SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF DAVIS BEWS I DESIGN NOTES: THE FOLLOWING LOCATIONS: SAND FIN15H GROVP HAVING A CONTINUOUS 1 A T .TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT. SELF -FLASHING WINDOWS H G KEY5TONE IIF APPLICABLE) 150 STATE STREET EAST RA15ED OCDSMAk FWRMA 34677 813. 92:.5. 1300 TEL S TAB 25 YR SHINGLE UN 15# FEL OVER ROOF SHEATHING SPECIFIED ON NAILING AND FI I H SCHEDULE ROOF OVER D PRE-ENGINEERE ,., D TEXTURED BANDING ROOF TRUSSES ®2 0. TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL 12 HURRICANE STRAP PER N.T.S. - Z PITCH AS ROOF FRAMING PLAN WEATHER —FOLD UP WEATHER BARRIER & MECHANICALLY FASTEN RESISTIVE RESTS"I"IVF R TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING O W PER ELEV. ;..'S'�. - - w FLASHING TO FORM WATER SHEDDING FOLD UP WEATHER �p 50# FELT OVER FLASHING > 111 r --} METAL FLASHING ALLOW FOR FLASHING INSTALLATION x Lu iz `RESISTIVE SHEATHING BARRIER 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5.,x5' METAL FLASHING �5 A 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING e�R SHINGLE: ROOF" PER w,/TAR BETWEEN ! 4 —kBRG, HOT. 18"x18" METAL CONTRACT FLASHING AND SHINGLES ALUM, DRIP EDGE FLASHING SHINGLE PER WINDOW Q cj5� o CONTRACT aTE 0 (SEE DETAIL BPER FASCIA Nti IDO NOT FLASH t� FOR OPTIONS) 5\�f FLS _._ —...-2x8. NG 5x5" METAL FLASHING NAILING FLANGEPy HEAD FLASHING TIE-IN 9 CORNER PATCH TAR BETWEEN FL ELAS I GAN HINGE i 3/411 RUN KICKOUT FLASHING 5" �I� NOTES: THICK T VENTED ALUM. SOFFIT ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) SHEATH & EXT. FINISH ALLOW FOR FLASHING INSTALLATION 2" REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING WINDOW FLASHING AS REO'D WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE 1x4 WINDOW TRIM NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS DBL .-I - TYPICAL WINDOW & SLIDING GLASS DOOR Z FLASHING DETAIL TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. N.T.S. WEATHER —FOLD UP WEATHER BARRIER & MECHANICALLY FASTEN RESISTIVE RESTS"I"IVF R TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING AS NECESSARY IN BARRIER a, TEMPORARILY SECURE 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH LAPS F9 CORNERS THROUGH " FLASHING TO FORM WATER SHEDDING FOLD UP WEATHER �p FLASHING > RESISTIVE BARRIER Bc 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION `RESISTIVE SHEATHING BARRIER 4, INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE SILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING e�R 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE����Ft 1 WEATHER RESISTIVE (ASSEMBLED BARKER WINDOW Q cj5� o G! FLASHING aTE 0 (SEE DETAIL BPER Nti IDO NOT FLASH t� FOR OPTIONS) 5\�f FLS _._ OVER BOTTOM NG 5x5" METAL FLASHING NAILING FLANGEPy HEAD FLASHING TIE-IN 9 CORNER PATCH TAR BETWEEN FL ELAS I GAN HINGE INSTRUCTIONS: RUN KICKOUT FLASHING 5" �I� NOTES: PAST EDGE OF ROOF - 1. CUT, FOLD UP &TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. ROOF PER PLAN BARRIER ABOVE HEADER TO 6" WIDE) FLASHING 4 ; >_ ALLOW FOR FLASHING INSTALLATION 2" REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF FLASHING WINDOW 2. INSTALL HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTES: 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. FOLD WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE FLASHING AND SEAL WITH TAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. C WIDE) TYPICAL ROOF TO WALL FLASHING DETAIL _ ALL F L SHI N NUMBERS N FLASHING ORDER AS SHOWN BY N.T.S. PLAN MEW TYPICAL WINDOW FLASHING DETAIL 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR `'FLASHING DETAIL N.T.S. N.T.S. EXTERIOR WALLS SHALL PROVIDE THE F3UILIDNG WITH A WEATHER- RESI ANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS E R ALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF THE EXTERIOR W (' N R703.8 FERC E IN SECTION DESCRIBED , � 3.7. T FINISHES ALL EXTERIOR FINIS WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION 0 A A CWTTorr._ ION ,HALL BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTALLATION INSTRUCTIONS. FLASHING ASPHALT SATURATED FELT FREE FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14 POUNDS PER 100 SQUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM D WOODEN " R R 22.CNOR OTHER APPROVED WEATHER -RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTE 10 WALLS AS REQUIRED BY TABLE R703.4. SUCH SIDING FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51mm). WHERE JOINTS _ -SILL PLATE T LESS THAN 6 INCHES 152 mm OCCUR, FELT SHALL BE LAPPED NO ( ) +I SEE NOTE # e P H A MANNER AS TO PREVENIT ENTRY OF WATER INTO THE WALL CORROSION -RESISTIVE FLASHING SHALL PROVIDED IN THE. EXTERIOR WALL ENVELOPE N SUCH I APPROVED C CAVITY OR PENETRATION OF WATERTO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND . S WALL SHEATHING SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF NOTES: THE FOLLOWING LOCATIONS: 1. FLASHING TO BE FLEXIBLE SELF—ADHESIVE TYPE (MIN. 5" WIDE) z I';EMovE WEATHER RESISTIVE BARRIER FROM TOP of WINDOW SILL PLATE HAVING A CONTINUOUS 1 A T .TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT. SELF -FLASHING WINDOWS H G 813.925 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 0 SCALE: 3" = I'-0" 0 707 0 SHEATHING PER PLAN 3 150 FELT DRAINAGE ANE DR EPL 5 1/8u STUCCO THICKNE55 PAPERBACK LATH MEMBRANE STRIP COVERING WOOD /MA N Y INT 5 CTION UNDER FRAME SO R ERE D EXPAN51ON JOINT TO EXTEND 2" BELOW OW CMU C) 2 METAL OR PLA5TIC EXPAN5ION JOINT J I" FROM TOP OF CMU TUCCO 0 C M NTIOUS 5 5/85 OR COATING OVER CMU CMU WALL PER PLAN NOTE: NUMBER5 INDICATE ORDER ITEMS 5HOULD BE • INSTALLED OVER FRAME D ANI CMU .ER 2585 DD NOT REQUIRE > r�INU T FLASHING AS SHOWN ABOVE F S THAN 1 1 8 INCHES (28r -rim) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, 3. INSTALL SILL, FLAB .LAP G NOT LES. � ( ) • JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED _BY THE BUILDING OFFICIAL. P S 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASI-LING, �A B WEE( SCREED DETAIL OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO SANF" RD 5. WEATHER .RESISTIVE BARRIER 70 FORM WATER SHEDDING LAPS 2, AT THE INTERSECTION OF CHIMNEYS NGS. PER M.C.D. ENGINEERING SCALE:3":I'-0" COP'( 3, UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CON_i.INUOUSLY ABOVE ALL PROJECTING WOOD TRIM. TYPICAL FLASHING DETAIL AT SILL PLATE N.T.S. 5: WHERE. EXTERIOR PORCHES, ,DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY of WOOD -FRAME CONSTRUCTION; .� 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ELEVATION "All GARAGE LEFT COPPER r0 RANGE DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDS1vtAR, F7ARIDA 34677 813.925.1300 TEL GARAGE LEFT n�n�nnnLe • JOB NUMBER 25002.129 x LOT 40 C U �o J h� r�nN 2 c00)m -/ CL ^wC L ?�j V ` ° o U. C 0 aN= w, -0 oro Co 3�E � �++N *+ 0��~ z_G2I n�n�nnnLe • JOB NUMBER 25002.129 CAD FILE NAME LOT 40 ISSUED REVISED 03-10-15 04-10-15 CL ^wC -?I GF.I. HALF -SWITCHED DUPLEX ourLEr FOR OPT. SPECIAL PuRPoSE OUTLET W.P. I 1-<)l I I PW DUPLEX OUTLET IN FLOOR GF.I. M. BATH � /> I 220 I I . MASTER SUITE: L- - J ENTRY I � WALL�t�TLET HORIX. 13 THREE-WAY SWITCH I � L IACsH?-UP O / W.P. I 14 FOUR-WAY SWITCH I ' -- LI , GF.I. ID .DIMMER SWITCH ROUGH -IN CEILING MOUNTED INCANp1:5G1:Nr LICxWr FIXTUREXHAUST E GF.I. COACH FOR OPT. \ I I PENDANT I AT 48" LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE FANLIGHT \ I I a )VERIFY LOCATION) I AT 4811 r RECESSED INCANDESCENT LIGHT FIXTURE \ I ( I Ac. LIGHT LIGW1 FIXTURE WITH PULL CHAIN CM PUSHBUTTON FOR L �� TRACK LIGHT 0 FOYER GD. OPENER CH FLUORESCENT LIGHT FIXTURE T \\\\ / I 4 EXHAUST FAN ELECTRIC DOOR LWOPERATOR (OPTIONAL) X CHIMES (OPTIONAL) WALL MOUNTr- AT 8'-8" PUSHBUTTON SWITCH (OPTIONAL) G.C. VERIFY OUTLET CA RBON MONOXIDE DETECTOR I � AT 60 AFF. AND CHASE UP TO I I / W/ FAN PAN/ LIGHT I 1 1. I SMOKE DETECTOR � I � LANAI. OPT. I +32° SMOKE / CANON MOND. COMBO DETECTOR / I DINING KITCHEN TELEPHONE (OPTIONAL) I 5TD. LIGHT ml ..v I I v TELEVISION (OPTIONAL) I OPT. FAN \ I �Q; GARAGE I � rWERMOSraT </ \% PENDANT L - I AT 4811 I ELECTRIC METER I FAMILY ROOM (VERIFY � LOCATION) I _ -�- ELECTRIC PANEL —_.j DISCONNECT SWITCH I _ �, I I ,-✓ \._, SPEAKER (OPTIONAL) of WINDOWS 50 GAL. W.H. L - — - - — _ — — - ' Rouc,W-IN FOR OPT. CEILING FAN ELEC. G.F.I. - � PANEL 200 AMP AT 48 c � 0 N � � IRRIG. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ 1_$ 1174COACH ROUGH -IN FOR OPT, CEILING FAN W LGr MlcRauavE NOTES OUTLET +14° WP. / GF.I. 1. PROVIDE AND INSTALL GROUNp FAULT CIRCUIT -INTERRUPTERS (GF.IJ A5 INDICATED FOR T.U.G. ON PLANS OR A5 ITEM N0.4 AND 5 BELOW INDICATES. * * * * SERVICE T 2 UNLESS OTHERWISE INDICATED, ALL SWITCHES AND REC EPTAC LE5 AT HE G.C. VERIFY �ocarloN IN51 FOR CEILING FANS FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:. PRE -WIRE SWITCHES.... 42" * * * * OUTLETS :.... 14 TELEPHONE.. 1411 (UNLESS ABY COUNTERTOP) TELEVISION ... l4" * * * * 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER G.G. VERIFY LOCATION SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP: PROVIDE OF ELECTRICAL OUTLET AND INSTALL LOCALLY CERTIFIED SMOKE DETECTO RS INT. NON WET AREA * * * 4 ALL 115A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING 5 RECREATION LIVING ROOMS, PARLORS, LIBRARIES, DENS, UNROoM5 REc RE RoOM5 ROOh1 S � , CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.11 5. ALL II5A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY F.C.I. F.U. ROOMS SHALL BEG PROTECTED (GRI). b . IT IS THE RESPONSIBILITY OFTHE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WOW IS IN FULL COMPLIANCE WITH NP.PA.10A-05, N.E.G. 2008, 2010 F C. S $ RESIDENTIAL CODE, AND ALL APPLICABLE LOC AL STAN DA RD , CODES, AND ORDINANCES. 4/0 ALU. CABLE 7. EVERY BUILDING HAVING A 1`056IL -FUEL -BU RNING HEATER OR APPLIANCE, , ATTACHED GA 5H OR AN ED RAGE ALL HAVE AN OPERATIONAL CARBON MAIN pISCONNECT FIREPLACE, METER A/C MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING COMBO - SQUARED DISC. PURPOSES. 71'P. 014 AND 012 COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS. ` S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN PLAN FOR NOTED MAIN DISC. PANEL MO COPPER WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE .AMPS. REQUIRED COPPER TO BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL. BE WATER HEATER LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. UNDERGROUND 16 813 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. EST. 1994 �ll�r (n 0 w O O z m O O� � O CD o >= � J SERVICE BY POWER COMPANY 14 CAPPER t0 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL n �\ 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. ,.� MAIN FLOOR ELECTRICAL PLAN. • TITLE • MAIN FLOOR ELECTRICAL PLAN SHEET L 4A 813 925.1800 FAX W W W.DAVISBEWS.COM TAMPA •DENVER. EST. 1994 �ll�r (n 0 w O O z m O O� � O CD o >= � J SERVICE BY POWER COMPANY 14 CAPPER t0 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL n �\ 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. ,.� MAIN FLOOR ELECTRICAL PLAN. • TITLE • MAIN FLOOR ELECTRICAL PLAN SHEET L 4A � J SERVICE BY POWER COMPANY 14 CAPPER t0 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL n �\ 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. ,.� MAIN FLOOR ELECTRICAL PLAN. • TITLE • MAIN FLOOR ELECTRICAL PLAN SHEET L 4A HORIZ MAKE-UP ELECT�'f C;AL <E — — - — — — - - - 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET :DRDDM 4 I � HALF-SUIITGN�D DUPLEX ouTLEr FO SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR / I 220 VOLT OUTLET \ I WAIL SWITCH 3 THREE-WAY SWITCH ROUGH -FOR OFT.IN \ \ I 14 FOUR-WAY SWITCH FANLIGHT — — — — — — — - — - ID DIMMER SWITCH I -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q• RECESSED INCANDESCENT LIGHT FIXTURE -------- I c LIGHT FIXTURE WITH FULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q, EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) Ei PU6H5UTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR 7A so SMOKE DETECTOR @ SMOKE / CARBON MONO. COMBO DETECTOR I BEDROOM 3 F4 TELEPHONE IO(OPTIONAL)I I \ i 0 TELEVISION (OPTIONAL) (D THERMOSTAT (0 ELECTRIC METER / I JL ELECTRIC PANEL _jwH. DISCONNECT SWITCH FOR OFT. I SPEAKER (OPTIMAL) FOR oPr. I �®� FANLIGHT ROUGH -IN FOR OPT. CEILING FAN p0, AFF. I J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE tU/ J ROUGH -IN FOR OPT, CEILING FAN ------------------- ------ NOTES- I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF:I.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2 UNLESS OTHERIUISE INDICATED INSTALL SWITCHES AND ICEPrACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.. 42" OUTLETS..... 14" TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 2585 .. t3ulLl)/Z (1 UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER * * * SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE X w AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. G.C. VERIFY LOCA?ION C0 OF ELECTRICAL OUTLET 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING INT. NON WET AREA ROOMS, LINING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, * * * * CLOSETS, (HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.i. 813 .925. 1300 TEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2008 406.1.1. N� do 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ­� EST. 1994 ROOMS SHALL BE GF.C.I. PROTECTED (GRI). ON 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2008, 2010 co F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCIES, >;j; 1. EVERY BUILDING HAVING A F056IL-FUEL-13UFNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON °��• MONOXIDEDETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. ro= _j 8. ALAW61 SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE 6. BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 2585 .. t3ulLl)/Z (1 UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT LOT 40 X w OJ -10-15 DAVIS BEWS C0 66 DESIGN GROVP 0 J R` o� OLDMW , FLORIDA 34677 813 .925. 1300 TEL 813. 925.1800 FAX N� do TAMPA • DENVER ­� EST. 1994 y ON co LI >;j; `� °��• 00 ro= _j mEowoo 6. L _ N �~ ON Z;5 2585 .. t3ulLl)/Z (1 UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT LOT 40 F25002.129ME OJ -10-15 DAVIS BEWS 04-10-15 DESIGN GROVP 150 STATE STRXET EAST OLDMW , FLORIDA 34677 813 .925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ­� EST. 1994 2585 .. t3ulLl)/Z (1 UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STRXET EAST OLDMW , FLORIDA 34677 813 .925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ­� EST. 1994 2585 .. t3ulLl)/Z (1 UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD H SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, Q MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIALH SHEET TITLE 0 BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SHEET S TERMITE 'TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING; GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES MINIMUM G50 ZINC COATING J THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE p H PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING: 472 FOUNDATION r" LAN Z ESTABLISHED MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 0 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. S3 DO V V E L , P LAC E M E NT PLAN w Z 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES O OF PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN ILL! F= CAST IN PLACE CONCRETE PREFABRICATED WOOD TRUSSES_ 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF , 4. 1 NOTES � CONNECTOR LEGEND 0 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 S (D X AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING P LAN ES 1102. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL W 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 S5 LINTEL PLAN THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. T THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR SD 1 FOUNDATION DETAILS ry THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. p 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE 2, TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN LL REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SD2 GENERAL DETAILS 0 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS;" ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS N . 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3 GENERAL DETAILS w LU BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1.U_. - 4BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS S D4 GENERAL 'DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. O ®�ttttltl®r 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS ®®z CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SD5 TWO O STAR I DETAILS mb®`, WBOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY _�� N 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO O STOR I�/ DETAILS 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS : m �. N t c� w �+ - 0 FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST 1 GENERAL STAIR DETAILS ;, fir,: 4� "' Q Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER)` a y J OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) ,� 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) UPDATES �° ��»®'\. W� OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHT'S IN BOTTOM CHORD: DL = 5 PSF m ®���� , CL Q W MINIMUM FLOOR DESIGN LIVE LOADS: `.� J ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. ®® �� ° - p A)FLOORS = 40 PSF _ ®���®BIB 1 ;! 15®w�� _j MASONRY WALL CONSTRUCTION _ NUMBER DATE DESCRIPTIONLL B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) H 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS =40 PSF CREATED ELEV. A, B, C AND ELEV A WITH BONUS, cn PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 1 5/9/2014 W 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: WITH MASTER 2 AND WITH BONUS &MASTER 2 a 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF B) BALCONIES =15 PSF 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES o ° J 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE U GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL o u, �O� ADDIT L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURERS DRAWINGS Z C? a:; °O ro 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA CREATED ELEV. C W/ BONUS - TRUSSWAY Q n� N 3 12/18/2014 1.4 FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TRUSSES ri U o PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE ry 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN ISw o 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES i �w z - WALL AT THE TOP & BOTTOM& MAXIMUM V-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4 n- U o O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/(3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND U 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT, TO EA. U 2 FROM w 4 E T P & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 5 1 /30/2015 OPTIONAL BONUS ROOM W/ MASTER E SUITE OM p II ,�,,, (D 8. HOOKS AT THEO EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20-0" MAX FROM #1 HIP MASTER PER BILL YOUNGMAN'S REQUEST z," U COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 O 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES > 0 Ami 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST I� LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO L CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. _ -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS - 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. (`T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS U 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI.63). CONCENTRATED LOADS FOR. (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) U) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS iEXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND O Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN � S `t BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) LL Q �W n WOOD CONSTRUCTION p o vi N 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED .REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILARCOVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION.. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 I1 U.N.O. E = 2,000,0001 U.N.O. Fb =2500 Fb =3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 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)1 10d TOENAILS EACH END. THE OSB. 1S 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. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS.` FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE W/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'$ (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY W/ SIMPSON SET EPDXY @ 5" MIN EMBED. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY USED ILO SIMPSON TITENS 6. MORTAR JOINTS FOBBED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/211, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE - STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy - 35 KSL ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD &CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST 1N CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY IL BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) J - VALUE DENOTES SUCTION AREA 4O O5 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 CU (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 Qi-� (+) 19.0 (+) 19.0 50 (-) 20.8 (- 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS V-0" x T-0" 16-0" x T-0" Z + (+)17.7 CD (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,, l 55 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 06 W Z 0 4m F- oJ � (D Z Q I c OF J J D Oa<I OE CU 0: �5 X LU U Z Qi-� Q J Z O O O z d' 0W a Z W CD Z O z W _ 1 J OoC-� LU 11au o W D Y WCL ��O o 2 1 N ! j (D v Z Q O Z W Z O z d' Z CD Z O 1 J OoC-� 11au o W D Y ��O o N Wii 1- z ---- J W 0 Q W >O Uj O a _ iR° ryo ~ ~ U h STRUCTURAL ENG CFG / BAD - Q DRAFTING: 6U1L D 1iG Z -STRUCT: BM QC CHECK: CC SANFORD 0 p JOB No. Ti 2142488 SCALE: AS INDICATED ~ DATE. 04/15/15 S1 SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. FOUNDATION NOTES. W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I— LAPPED MIN. 6" AND SEALED. Q PROVIDE 3 1/2" CONC SLAB 1N/ 6 2. f-%4 W 4 W1 4 WELDED WIRE MESH 11 -4" FI LR 3'-8" 5'-4„ 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. � 1017) L �J� co I ►a PAVERS Z yC's 7'-6 MF01= 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O� SD1 -4 FIN. FLR a bo O 23--0" q_�:T ♦ PITCH _ 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. U0O am MF03 W__ 1/8 / FT. MF02 Lu „ SD1 M SD1 „ „ „ „ � MF01 12-10, 17'-4"/ MF11 00 <8> .5 30 x30 x12 dp w/ #5s @ 6 O.C. EA. WAY MIN (5) # 5 E.W. SD1 / h / SD1 MF06 cn / / 3'-8" MD01 2.6 32 x32 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (6) # 5 E.W. Et z F- lo ao 0 ■ SD2 N o < z MF06 1 3 -4 FIN. FLR i - 3 36 x36 x12 dp w/ #5 s @ 6, O.C. EA. WAY MIN (6) # 5 E.W. � j � (J� SDI `h O Fn J _ d. MFO LL. Lu �. a % SDI PITCH p to N • MF06 r _ 1/8" / FT. I 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z WC MF03 �,� p z 06 F- Z W 0 SD1 c�O — Q 6 SDI �j I Q 0 V g5 0� e I — / 0 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA: WAY MIN (8) # 5 E.W. U O Z O F o — ■ / N �- Q� ■ • ,^ 8„ 21'-4" T-10" 5'-11" 4.5 54"x54"x16" dp W#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Z Z F v MF01 I I O SD1 MF05 = H 0 O a 4 9'-8" TWO STOR I 2'-7" SDI _ 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. 'S Z U a \ M I MF13 0 ITO w Q 14 1 FOOTING N Z Z W Z O I 0'-0" FIN. FLR I Q J v I - _ O 3 _ -6„ z 0 O MF08 ~ MF11 , SD1 U. U _ w u. 31 /2" THICK CONC. SLAB W/ 6X6 O U W c%> -4" FIN. FLR -d� I W/1.4 XW/1.4 W.W.F. OVER 6 MIL z J I ao I Z W r I-^ r O VAPOR BARRIER OVER rn >- r - � O I COMPACTED FILL. SD1 I PITCH ~ MFoS SYMBOLS LE END w cn N 20'-8" d 1/8" / FT. � I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I2 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). U I MF01 r�, ■ MD01 �o • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q SD1 U SD2 i� TO TIE BEAM. O O ■■ - ■■I ■ ■ ■ ■ ■ ■ ■` ■ ■ ■ ■ ■ • z - 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. � a MF08 MF01 MF02 w Z SD1 SD1 SD1 r)D O 44'-8" d 9'-0" 2 STORY FOOTING Z f— = z - o 65'-4 ~ IL J 91-8.1 ? a LL1 o p! O Y 75'-0" ~ o W U O w 0000 OMPACTION TEST z to 0 z 04 REQUIRED co� .. m Results to be Verged p ~ 0 P -J Z at Slab Inspection (A W J W w j >- o O w p QO= U CL V) STRUCTURAL ENG: CFG / BAD Q DRAFTING: H W STRUCT: BM gUILC)/yC QC CHECK: CC (A- SA&IFO W JOB No. TM - 2142488 o SCALE. AS INDICATED " DATE: 04/15/15 FOUNDATION PLAN #15-1585 2 1/4"=11-011 INC. is strictly prohibited. OF &ASSOCIATES INC.. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, C ct y p COPYRIGHT MCD 2014: The information contained in this (document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF y p p - x x x 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. Z LAP SPLICES SHALL BE NO LESS THAN 25". w 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR (D RECESSING DOOR SILLS. W Z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 1 pU 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE ry SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z .I CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR 0 J W W USE ALTERNATE APPROVED METHOD. = M 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 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 � INSTRUCTIONS. T- 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 STEEI4ENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD rn w�WIl p/t //d ri W FOOTING STEP DOWN AND CORNER INFORMATION. p, ` 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ° �i Ln o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH ® ', /` :® Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ® W s� U � + V 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS �% . � . ` FOR COMPACTION REQUIREMENTS), IF SOIL CONDITIONS IN THE ++®+++°° PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TOLL O 75'-0" FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 10 52-4- ,- „ 9-0 13 8 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 2 STORY FOOTING 01 DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS W d 10" 8'-2"BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 .4 PSF. p O 01 O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U Z • Gt, �r0 a p DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 C� 0 MF01 MF07 I' O OL STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q Nr 7 N `� SD1 SD1 MF01 N 2 FOOTING SIZES PENDING DEPTH OF STEMWALL. clj [„ o FOOTING SCHEDULE T_,_ U.1 �_ � E .` ■ ■ ■ ■ ■ , ■ ■ ■ ■ ■ ■ A/C PAD A/C PAD ■ Q U O °, > 11 -4" FI LR 3'-8" 5'-4„ 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. � 1017) L �J� co I ►a PAVERS Z yC's 7'-6 MF01= 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O� SD1 -4 FIN. FLR a bo O 23--0" q_�:T ♦ PITCH _ 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. U0O am MF03 W__ 1/8 / FT. MF02 Lu „ SD1 M SD1 „ „ „ „ � MF01 12-10, 17'-4"/ MF11 00 <8> .5 30 x30 x12 dp w/ #5s @ 6 O.C. EA. WAY MIN (5) # 5 E.W. SD1 / h / SD1 MF06 cn / / 3'-8" MD01 2.6 32 x32 x12 dp w/ #5 s @ 6 O.C. EA. WAY MIN (6) # 5 E.W. Et z F- lo ao 0 ■ SD2 N o < z MF06 1 3 -4 FIN. FLR i - 3 36 x36 x12 dp w/ #5 s @ 6, O.C. EA. WAY MIN (6) # 5 E.W. � j � (J� SDI `h O Fn J _ d. MFO LL. Lu �. a % SDI PITCH p to N • MF06 r _ 1/8" / FT. I 3.5 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z WC MF03 �,� p z 06 F- Z W 0 SD1 c�O — Q 6 SDI �j I Q 0 V g5 0� e I — / 0 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA: WAY MIN (8) # 5 E.W. U O Z O F o — ■ / N �- Q� ■ • ,^ 8„ 21'-4" T-10" 5'-11" 4.5 54"x54"x16" dp W#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Z Z F v MF01 I I O SD1 MF05 = H 0 O a 4 9'-8" TWO STOR I 2'-7" SDI _ 5 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. 'S Z U a \ M I MF13 0 ITO w Q 14 1 FOOTING N Z Z W Z O I 0'-0" FIN. FLR I Q J v I - _ O 3 _ -6„ z 0 O MF08 ~ MF11 , SD1 U. U _ w u. 31 /2" THICK CONC. SLAB W/ 6X6 O U W c%> -4" FIN. FLR -d� I W/1.4 XW/1.4 W.W.F. OVER 6 MIL z J I ao I Z W r I-^ r O VAPOR BARRIER OVER rn >- r - � O I COMPACTED FILL. SD1 I PITCH ~ MFoS SYMBOLS LE END w cn N 20'-8" d 1/8" / FT. � I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I2 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). U I MF01 r�, ■ MD01 �o • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q SD1 U SD2 i� TO TIE BEAM. O O ■■ - ■■I ■ ■ ■ ■ ■ ■ ■` ■ ■ ■ ■ ■ • z - 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. � a MF08 MF01 MF02 w Z SD1 SD1 SD1 r)D O 44'-8" d 9'-0" 2 STORY FOOTING Z f— = z - o 65'-4 ~ IL J 91-8.1 ? a LL1 o p! O Y 75'-0" ~ o W U O w 0000 OMPACTION TEST z to 0 z 04 REQUIRED co� .. m Results to be Verged p ~ 0 P -J Z at Slab Inspection (A W J W w j >- o O w p QO= U CL V) STRUCTURAL ENG: CFG / BAD Q DRAFTING: H W STRUCT: BM gUILC)/yC QC CHECK: CC (A- SA&IFO W JOB No. TM - 2142488 o SCALE. AS INDICATED " DATE: 04/15/15 FOUNDATION PLAN #15-1585 2 1/4"=11-011 INC. is strictly prohibited. OF &ASSOCIATES INC.. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, C ct y p COPYRIGHT MCD 2014: The information contained in this (document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF y p p r N 14 0 iM 4 - SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 6'-8r' O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. h L C i L C L C C C w Q 0 it 0 J LL O O N 6'-8" 6'-8" 6'-8" 3 -8 7 -0 4 -6 3 -10 3 -2 3 -2 7-4 1 -8 W W U O OLH 0LO O a a®m• ' + •r � W 0 Cwa* • z z DAm _jV rr ,. rr r n - r n r n r n r n r n cc •*"'• , �,W.. �" � f� 7'-0" 6'-8" 6'-8" 6'-8" 3 -8 7 -0 4 -6 3 -10 3 -2 3 -2 7-4 1 -8 Q co Q •••sees' 00 N" J Q J o; M U o r z LL'' eX',C U O° O) O o.. ui V CC f/) Q Z Fn 3'rz8•� o LL W win O�) w FD z G IN Mn .J z F o uS LL J WZ^ J c g W o a< 9E U us T a J 0 00 Z LL C4 O U W QW Z _ o�W —.—..- a nn C� z 0 Q O J L] z Q LU Z 11 0 p H o z O d' Id– Z I_ U) ZJ0 I_ 0�� O X p W � Y o ��0 z 0 LOLLJ O (D C4 U) �JZ U)W JW it — O O a0= ~ ~ o' STRUCTURAL ENG: CFG / BAD Q DRAFTING: H z -STRUCT BM W.-- _._. QC CHECK. CC CRD � JOB No. TM - 2142488 = SCALE: AS INDICATED ~ DATE: 04/15/15 DOWEL LAYOUT PLAN - 1/411=11 -011 3 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. p p Y i I I W J Q H z W W Z W ❑ I— O 0- 0 Z U 0U) m 0 O J O O N W W LL O co �rr a Ci ev, o` a e. Q WS 11 SD5 ti ®°®• a.® Q 1 o a ��o <C J r .- r r- r N N N N M d' d' tO LO � - In W Co W P- � - W O O �- - / '��® J O O O O O O O O O O O 6 O O O O O O O Q O O O O O �- � U- "-_..__.. u- u- u- u u- u.' 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SD6 SD4 _ _ LL Z a vi z O< I � J03 SIM. , J22 LL U uS a U H t' LO BW2 Z W O Z s3z J06 Q J J 0 2 ❑ 1-- O O EELL1 ■ O U J01 J05 U W ■ ■ ■ ■ T --__- US— _— ■ ■U Q W v v ♦^ U- ❑ v, 0' D' a. �. 7 7 'Q00 O WF02 WS11 a SD6 SD5 MD03 SD2 � z Q Orj J Q z a W Z O Z ~ Q O Z~ _ Z O Op�� I < u.i o I 0 ❑ IX LO O z 0000 Ice N LU F-' .I m cnW OWOC W i' 0 O W0 `0= v CL o: U) STRUCTURAL ENG: CFG / BAD Q DRAFTING: E– z -STRUCT: BM W -- " ❑ QC CHECK: CC Uj JOB No. TM- 2142488 CS,AC.DSCALE: AS INDICATEDFIRST FLOOR FRAMING PLANDATE: 04/15/15 C 1/4"=1'-0 <a? NOTE. SEE PAGE 54.1 FOR NOTES .AND CONNECTOR LEGEND S4 without texpressed, wri en ons o f i i _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 t t he written consent t o MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. s strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT 2 " FLITCH PLATE O2x6 #2 SYP w/2 TAG SPACINGTOP CAP. (plf) BLOCKING H2x8 BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2' FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2 THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 3rd. PT. ATTACH KING STUD TO HEADER w/(8) V O - 16d NAILS H3.5x9.25 BW4 12" (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN 3 1.75"x11.25" LVL O ATTACH KING STUD TO HEADER w/(12) OR ENDNAILS OR ENDNAILS 16d NAILS 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 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. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 2 " FLITCH PLATE O2x6 #2 SYP w/2 ATTACH KING STUD TO HEADER w/(6) p O (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS. H2x8 (2)2x8 #2 SYP w/2"' FLITCH PLATE 2 ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 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) R O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V 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 H 5.5x11.25 3 1.75"x11.25" LVL O ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN.' 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ 16d NAILS 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. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING -51 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO 3'-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. i COLUMN SCHEDULE A O (2)2X4 SYP #2 BUILT UP STUD COLUMN OB (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN p O (2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH 4x4 SYP#2 POST J O 6x6 SYP#2 POST K O 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN. M O 3-1/2"x5-1/4" LVL COLUMN. N O 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. Q O 5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. S O 7"x7" LVL COLUMN. T O 3-1/2"x11-7/8" LVL COLUMN. V O - X O - 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 & t' EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN.' 6" EMBEDMENT 8x8: ABU88 w/(18)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 NAIIL VALUES 8d .131" x 22' 10 d .148" x 3" 12d .148" x 31" 16;d .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 VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) El META16 w/(7) 10dx12' NAILS OR FRAME TO CMU 1450 1450 META20 w/(7) 1Od x 12" NAILS TAPCONS ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (2)ply 1900 (1)ply 1985 (2)ply 1900 B2x10 (2)ply TRUSS (12) 16d x 12' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)$'x2a' TAPCONS H10A w/(18)10d x 12' NAILS OR FRAME TO FRAME H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 1Od x 12' NAILS H10A-2 1070 H10A-2 1245 WTS20 w/(24)1 Old x 11" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)"x24" TAPCONS -51 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)1Old x 11" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 ElMGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75 x11.875 LV L 5" EMBEDMENT NAILS & (18)4"xA" TAPCONS D9 HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & D10 HGT-2 w/(16)1Od NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 1 „x2 1 TAPCONS NAILS & ( 8 ) a a 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1 Old NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928p1f 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT D19 HTT4 w/(18)16d x 22" NAILS w/$" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 _ 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 TRUSSESMOISTS 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 JS 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: S IMP. 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)1 x2 3 , a a 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)10d PLATE NAILS & (18)$'x2a' 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 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)"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)10d 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 83.5x11.875 (2)1.75 x11.875 LV L 4 HUC410 w/(10)10d TO MASONRY: SIMP. HU 10 OR 0 NAILS & (18)4"xA" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 1 „x2 1 TAPCONS NAILS & ( 8 ) a a ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 1 (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 63.5x20 (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 1N 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 BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE W Z CONTINUOUS FROM FLOOR TO CEILING. ' 0 o F- 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O Q, ADDITIONAL LOADS: O A) ALL CEILING HUNG SOFFITS AND SOFFITS z () WITH CABINETS AS SHOWN ON PLANS. p (D B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. WO 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m OF ALL HARDWARE BEFORE INSTALLATION. D 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. o 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. N THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY = W H TRUSSES � 10. USE 5/8 GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. H BEEN O�`�r11IIIl!!�g®� LLi o� 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT AS Br�� d. F THIS PROJECT OR THE DESIGN O � N PROVIDED. BY A TRUSS COMPANY TO USE F , ®••®•••� ,�� OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO •• , ••® °" -t'' CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRU SHOP o, ••aLs ••••� ° o z z • T°° DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIE*, .- •& U AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE a J PLAN AS REQUIRED PER THE (REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS R'° ,. ®`` , . c C".2 Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR :` w °eve • • v Cl. TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED AND THE E.O.R.E.O.R: IS •@•, `� �� � O NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF .� •®•••• v` �C J J LL CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS ®� - r LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 2 ®®o/I1No;(t11%%"' 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE HE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND ROOF SYSTEM THE � BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ;.. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O O AREAS. THIS LOAD SHOULD BE INDICATEDDON THE TRUSS SHOPP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER Qz Gj M THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Q lj N cl U l Q BUILDER NOTE: SS LAYOUT SHOWN DOES NOT MATCH THE.:, z° IF THE TRU a w O o. TRUSS. MANUFACTURERS LAYOUT ¢ ,� .. ----ICU STOP---- U_ O 0 IIS AND CALL THE ENGINEER OF RECORD PRIOR TO z ,� � �;%� - 0 PLACEMENT OF ANY TRUSSES o ILING SCHEDULE: O' NA a Q"Ion ROOFS: L 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" I- O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL _ O z UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS 0 PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. <C 9 L) U_ in 3 g GABLE ENDS: LUo, , n ALL SHEATHING TO BE MIN. 15/32 O.S.B, AND SHALL BE NAILED (1) ROW @ 3 O p cn,a^ O.C. z W WWz. -0 porn AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6„ O.C. ALL OTHER O � W¢ 0 - EDGES AND 6 Z ❑ -le IN FIELD: BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. C� A Q Z p s� Z � - O Z � g� EXTERIOR WALLS:w :) O ¢ v W � SEE WF10/SD4 FOR MORE INFO. _ fn Q F-96 Z zz • � 8 NAILS: U � _ ¢¢ E F_p oZS NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. - W U C'6 5 91J ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, w HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE U W'^ EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY Q J V, Z O v TED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W O TREATED � St STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL O BE IN ACCORDANCE WITH ASTM A 153. U W APA SHEATHING NOTE: Q W O 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED -r Z 0 65 PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END w WITH (3) 1Od TOENAILS. CL FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JO IST/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 bIMENSTIONS NOT SHOWN HERE. NOTES & -CONNECTOR (SA N P c R o or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, INC. Any use, duplication, p z 0 Q O o z a W z I=- 0 z (' cn zZ0 _ J I- O J oC Q LLF o p 0 OLO0 00 0 z LO 0 N � LU m o(� 0W� - W J W � �0 O Q O = ACL N�E-- U CL H STRUCTURAL ENG: CFG / BAD Q DRAFTING: H z STRUCT: BM W_..._. - - - - 0 QC CHECK CC W JOB No. TM - 2142488 SCALE AS INDICATED LEGEND DATE: 04/15/15 S4.1 I -r STANDARD 2ND FLOOR FRAMING NOTES: w Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR [] WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR -- --- - TO FOLLOW THE DETAILS INDICATED BELOW' J OPENING SITTING ON MASONRY- WS06/SD5 (STRAPSQ SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR L Z SHEATHING IS NOT CONTINUOUS) w _O 3• ALL L CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 0 ~_ U �- (0 ry z () 0 U) J W m LL. O O , N UJ LU I- ry ru)®�Vil% 111 h p jd i r W d w p'�sororo� X10 d. O Ln 04 SD5 � � p � w o A 4 WSO4.; \ `.� Q V SD5 .: �"� -j A 4 B °�' °�a4` 0 H2x6 H2x6 O r. O 00 00 00 O O �- N M M M M M M M M N r O d' O CA 00 nj Q •�' 00 O O 00 O O O O r r a- �-- r �-- r r r �-.. r r r.. �I ®��!iMlb®� "`• 0 O O � 01?�A _ °r'®oAiiirm��o,� � ,L _- � J08 w J08 J o � 0 , J09 III J09 = p� III zti III . Q ��<�,,,�� N J 10 C6 o J10 _ w o d z F+I � J11 J11 U � d � � 71\ J11LL 0co J11 U III o�, = III J 11 A D 0 N J10 /oil1 �' m J09 _ t4 J 13 u.i — - I- V02 ---.._._ - J08 J08 ~ V02 H J09 U) o Cr) J11 VO Q < (D V 1z 8 W w i z wow", �a J11 J10 0 506 (,7' a .�i� SD5 � (� � � H � y STRAPS J11 J11 U z O F REQ'D o 1111 -- J11 0 17- X N z J11 _ Q� g o cIIIA w a J11 1111 _ ` Z Q6 IIII J10 � � � Ce 6.q wsos J10 III W'' SD5 III z z o � STRAPS J09 J09 = 0 1 O REQ'D A O O J08 Q W J08 LU -- Z = 05 Lij O� ao 0)o IN H2x12 r o o c y'Q U)WSO4 WSO4 4 F SD5 4 A SD5 z 0 0 o � z �Q LU Z O z C� Z �— = Zfi0 0 CQw o p o ��0 z 0000 0 N �C U) h .. m �(U OWZ W J p >- 0 0 � H F- U 0.. STRUCTURAL ENG: CFG / BAD Q DRAFTING: F- z -STRUCT: BM W-. -- -. 0 QC CHECK: CC �LDinc JOB No. TM - 2142488 SAN � R 2 ROOF FRAMING PLAN SALE: AS INDICATED DATE: 04/15/15 1/4 If= 1 1-011 NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND .1 5 8 S4.2 . INC. is strict) prohibited. 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,y p COPYRIGHT MCD 2014: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING & D Y p z a w CL H O w z O Q i� 9 - 1. TC PRECAST LINTELS 3500 PSI• = W 20'-0" 0 180 / 0 598 / 0 1024/0 1441 / 0 I— W • < ' • , ' < . �2. fC PRESTRESSED LINTELS 6000 psi. ° a 20'-8 0 145 / 0 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ,'. e•. 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 cn ° NON -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSL O W 'T A a INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB i`w+IiNLprA7�� [L o - BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2�-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE lt-%Z ; �® �� -. vMD08/S5 FOR LAP INFO.2 _g��1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32 WIRE PSRASTM A510.qanO WOPROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230 / 1230 2769 / 2769 4085/4085 "> �,�®' qqo �;' cV z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULEJOINTS SHOULD NOT BE CUT 4'-4" 846 / 833 2121 / 1716 3127 / 28395'-4" 664/572 1761/1761 2595/2595 MARK LINTEL F FILLED WITH GROUT / �U = UNFILLED R = RECESSEDSEE FOUNDATION FOR FOOTING 6'4" 526 / 434 1539 / 1539 1329/2267 REQUIREMENTS C AAS 7'-4" 480/322 1334/1334 1964/1552QUANTITY OF #5 REBAR @ :qt, I -� O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY t ®q «. _j®"q''`�, J O 8F16-1 B/1T , TYPICAL MASONRY CONSTRUCTIONQ 8F8-1B�1T _ 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32" DEEP HEADER w I SCALE: 3/4 - 1 -0 QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT -j 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, CL ONOMINAL WIDTH 8F16-1B/1T O O TYPE DESIGNATION oc� 'a Q 8RF14-0BI1T ¢ C} O 8F16-0B/1T 1-1/2" CLEAR c i o LU O 8F20-1B/1T ., z - #5 REBAR AT TOP MIN. 1 REQ'D Q n O O 8F20-OB/1T C) O _ d C.M.U. U ' 8RF22-16/1T � 0 ° GROUT C Z #5 REBAR AT BOTTOM OF LINTEL O 8F24 -113/1T CAVITY O v BOTTOM REINFORCING PROVIDED` SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 F22-OB/1T* O 7-5/8" ACTUAL IN LINTEL (VARIES) p F. 0 8F24 OB/1T NOMINAL WIDT IL wA ;,.:;`.�i•.... ;,,. .;,,.. .;.,., .;�,.:•. 7,_4,. FILLED u.i +" 101 01 N .LINTEL PER PLAN ,y ... Y.. ���'• � p p 8F32-1B/1T 1-1/2" CLEAR R 8RF30-013/1T °��• TRANSOM OPENING +,'•'• O `� w � F s _ #5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -OB/1T U Q 2 U c O ¢ z C.M.U. U) _j � FRAME INFILL AROUND r'"' O U_ -j SEE FOUNDATION r` O 8F38 -1B/1T �0 -" Lu g WINDOW BY BUILDER O SEE WF01/SD2 FOR PLAN FOR FILLED CELL D z z o 'I -j M MORE INFO INFO. . () "a> O E 0 io Q d. O � O C 8F12 -16/1T O � 06 � z N MIN. IS REQ'D ON EITHER SIDE U.N.O. 0 8F40 -0B/1T BOTTOMUJ Z_ - OV F cm m- 7-5/8" ACTUAL IN LINTEL (VARIES) O ^ N 8" NOMINAL WIDTH -� L.L J Q - � z n W �� g UNFILLED I— —� z WOOD HEADER x 0 a '• (2) 2X8 - U .. cn .; . 7 TURNED SIDEWAYS.us FIRST PLY 2X8 TO o F a w U W L I - DOOR OPENING .y ; MASONRY WALL W/ o N Z 1-1/2" CLEAR z J Z ,.•, ,.. SIMPSON HUS26 HANGER °' O J „ D a [� #5 REBAR AT TOP MIN. (1) REQ'D [� EA END W/ (6) 3/116 0x o- � 'I— .o 1@-3-3/4" TAPCONS INTO o _ e° o z LUj U w TOP KNOCK OUT/ LINTEL BLOCK V MASONRY & (4) 10d X 1 D a_ Uj U a COURSE Q W 1/2 NAILS INTO HEADER. O O cn O x W a z W 2ND PLY TO 1ST PLY' W/ - = opo U 0, l— °n. ". #5 REBAR AT BOTTOM MIN. (1) 0 10d STAGGERED @ 6" O.C. 8'-41 6'-4" C� REQ'D W 84 LINTEL W/ TRANSOM DETAIL LU 16 GA. POWERS STEEL BOXED d 0 n -7-5/8" ACTUAL LINTEL � SCALE: 3/4" = V-0" 8" NOMINAL WIDTH (D POWERS STEEL o< noi REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 14'-0 0 292/0 1160/0 1660/0 2439/0 GRADE 40 �- o 04 W BAR SIZE BEND 0 LENGTH PRECAST LINTEL LOAD TABLE BEND 0 LENGTH GENERAL CONCRETE LINTEL SCHEDULE -. - --. 16'-0" 0 284/0 950/0 1379/0 199710 MATERIALS 181-01, 0 211/0 750/0 1177/0 1676/0 18'8" 0 142/0 598/0 1114/0 1468/0 .,C., „D11 #3 17/8 AT CORNERS PRECAST"U" METAL LATH OT 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 21/2 5 5/8 91/2 ° #5 31/8 7 113/4 25 31/8 7 113/4 PROVIDE LINTEL W/ 3000 WIRE SCREEN 81/16 14 30 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWINGAPPROVED 14 LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, AND POWERS STEEL #7 W 9 13/16 16 1/2 35 j 43/8 9 13/16 16 1/2 35 STANDARD #5 psi CONC. PER OVER COURSES APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL °. HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO Q #4=2/i' U a ,' •° O °: e . U e 1/ #5 = 22. STANDARD LINTELS CD J STRUCTURAL ENG: OTHER BARS INTO REBAR IS BE FILLED. + '.. ' . `. „ o A •, #6 = 3" ES STANDARD LINTEL NOTES DRAFTING: D - 7 — 3 Y2"z -STRUCT: BM TYPICAL TRUSS ANCHOR PER PLAN „��QC CHECK: CC CORNER AS REQ'D INDICATED (SHEET METAL & nr,), Uj CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 STANDARD 1800 HOOK = ~ SCALE. AS INDICATED DATE: ' LINTEL, #5 TO BE '; PAPER FELT 3 REBAR - PROVIDE SCREEN WHEN BLOCK BELOW IS 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. V-611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO PROHIBITED) :. 10" HOOK NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2-2 1783 3069/3069 6113/5163 8974/8054 10000/ 10000 : SIDE VERTICALS '. STANDARD 90 DEGREE HOOK„ 3. ALL STANDARD LINTELS TO HAVE MIN. 4” BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q 21-811 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 °, d BEARING EA END 8" BE d ° :' : '' „ °°. °-a ` `' ° ' ' d ° ,' d . .e _ � �'` �- —° w TYP BOND BEA M 8" x 8" x 16" K.O. LINTEL w/ 1 #5 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN Z W T-4" 1006 1663/ 1349 5365/1999 7342/3123 10000/4249 �_ �� '°' e et BLOCK FILL 3000 psi CONC. DIA. p O 4 0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° .' °'a ° ° '° <' : ° . d ` REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 . o' a O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. W z I p ' ° ° d ° a u 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 ° g z 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD "CONDITIONS. W 6-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 762/699 1843/1625 3486/2602 6390/3302 a ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O Q I o d N �.. Ia z w ADEQUATE FOR THE LOADS. - 8'-0" 354 726 / 699 1843/1625 3486/2255 6205/2885 I d• a g N 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O z O 9-2 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423 /1770 4006/2263 1. : ; • SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 � . ° ° r ° ° as WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. W 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 ROUGH OPENING PER PLAN �. I �'d.� -� 4 a 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m � 11'-2" 255 471/352 1075 / 1075 1838 / 1567 2883 / 2003 12'-0" 239 418/297 1075/1045 1838/ 1446 ' 2883/1848 01 ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 0 °#5 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 DIA. REBAR 8 POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & p 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 4 11 BOTTOM REGARDLESS OF REINF INDICATED IN TABLE BELOW _j 9 - 1. TC PRECAST LINTELS 3500 PSI• = W 20'-0" 0 180 / 0 598 / 0 1024/0 1441 / 0 I— W • < ' • , ' < . �2. fC PRESTRESSED LINTELS 6000 psi. ° a 20'-8 0 145 / 0 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ,'. e•. 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 cn ° NON -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSL O W 'T A a INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB i`w+IiNLprA7�� [L o - BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2�-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE lt-%Z ; �® �� -. vMD08/S5 FOR LAP INFO.2 _g��1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32 WIRE PSRASTM A510.qanO WOPROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230 / 1230 2769 / 2769 4085/4085 "> �,�®' qqo �;' cV z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULEJOINTS SHOULD NOT BE CUT 4'-4" 846 / 833 2121 / 1716 3127 / 28395'-4" 664/572 1761/1761 2595/2595 MARK LINTEL F FILLED WITH GROUT / �U = UNFILLED R = RECESSEDSEE FOUNDATION FOR FOOTING 6'4" 526 / 434 1539 / 1539 1329/2267 REQUIREMENTS C AAS 7'-4" 480/322 1334/1334 1964/1552QUANTITY OF #5 REBAR @ :qt, I -� O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY t ®q «. _j®"q''`�, J O 8F16-1 B/1T , TYPICAL MASONRY CONSTRUCTIONQ 8F8-1B�1T _ 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32" DEEP HEADER w I SCALE: 3/4 - 1 -0 QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT -j 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, CL ONOMINAL WIDTH 8F16-1B/1T O O TYPE DESIGNATION oc� 'a Q 8RF14-0BI1T ¢ C} O 8F16-0B/1T 1-1/2" CLEAR c i o LU O 8F20-1B/1T ., z - #5 REBAR AT TOP MIN. 1 REQ'D Q n O O 8F20-OB/1T C) O _ d C.M.U. U ' 8RF22-16/1T � 0 ° GROUT C Z #5 REBAR AT BOTTOM OF LINTEL O 8F24 -113/1T CAVITY O v BOTTOM REINFORCING PROVIDED` SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 F22-OB/1T* O 7-5/8" ACTUAL IN LINTEL (VARIES) p F. 0 8F24 OB/1T NOMINAL WIDT IL wA ;,.:;`.�i•.... ;,,. .;,,.. .;.,., .;�,.:•. 7,_4,. FILLED u.i +" 101 01 N .LINTEL PER PLAN ,y ... Y.. ���'• � p p 8F32-1B/1T 1-1/2" CLEAR R 8RF30-013/1T °��• TRANSOM OPENING +,'•'• O `� w � F s _ #5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -OB/1T U Q 2 U c O ¢ z C.M.U. U) _j � FRAME INFILL AROUND r'"' O U_ -j SEE FOUNDATION r` O 8F38 -1B/1T �0 -" Lu g WINDOW BY BUILDER O SEE WF01/SD2 FOR PLAN FOR FILLED CELL D z z o 'I -j M MORE INFO INFO. . () "a> O E 0 io Q d. O � O C 8F12 -16/1T O � 06 � z N MIN. IS REQ'D ON EITHER SIDE U.N.O. 0 8F40 -0B/1T BOTTOMUJ Z_ - OV F cm m- 7-5/8" ACTUAL IN LINTEL (VARIES) O ^ N 8" NOMINAL WIDTH -� L.L J Q - � z n W �� g UNFILLED I— —� z WOOD HEADER x 0 a '• (2) 2X8 - U .. cn .; . 7 TURNED SIDEWAYS.us FIRST PLY 2X8 TO o F a w U W L I - DOOR OPENING .y ; MASONRY WALL W/ o N Z 1-1/2" CLEAR z J Z ,.•, ,.. SIMPSON HUS26 HANGER °' O J „ D a [� #5 REBAR AT TOP MIN. (1) REQ'D [� EA END W/ (6) 3/116 0x o- � 'I— .o 1@-3-3/4" TAPCONS INTO o _ e° o z LUj U w TOP KNOCK OUT/ LINTEL BLOCK V MASONRY & (4) 10d X 1 D a_ Uj U a COURSE Q W 1/2 NAILS INTO HEADER. O O cn O x W a z W 2ND PLY TO 1ST PLY' W/ - = opo U 0, l— °n. ". #5 REBAR AT BOTTOM MIN. (1) 0 10d STAGGERED @ 6" O.C. 8'-41 6'-4" C� REQ'D W 84 LINTEL W/ TRANSOM DETAIL LU 16 GA. POWERS STEEL BOXED d 0 n -7-5/8" ACTUAL LINTEL � SCALE: 3/4" = V-0" 8" NOMINAL WIDTH (D POWERS STEEL o< noi REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 14'-0 0 292/0 1160/0 1660/0 2439/0 GRADE 40 �- o 04 W BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE -. - --. 16'-0" 0 284/0 950/0 1379/0 199710 MATERIALS 181-01, 0 211/0 750/0 1177/0 1676/0 18'8" 0 142/0 598/0 1114/0 1468/0 .,C., „D11 #3 17/8 41/4 7 15 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 21/2 5 5/8 91/2 ° #5 31/8 7 113/4 25 31/8 7 9 - 1. TC PRECAST LINTELS 3500 PSI• = W 20'-0" 0 180 / 0 598 / 0 1024/0 1441 / 0 I— W • < ' • , ' < . �2. fC PRESTRESSED LINTELS 6000 psi. ° a 20'-8 0 145 / 0 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ,'. e•. 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 cn ° NON -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSL O W 'T A a INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB i`w+IiNLprA7�� [L o - BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2�-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE lt-%Z ; �® �� -. vMD08/S5 FOR LAP INFO.2 _g��1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32 WIRE PSRASTM A510.qanO WOPROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230 / 1230 2769 / 2769 4085/4085 "> �,�®' qqo �;' cV z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULEJOINTS SHOULD NOT BE CUT 4'-4" 846 / 833 2121 / 1716 3127 / 28395'-4" 664/572 1761/1761 2595/2595 MARK LINTEL F FILLED WITH GROUT / �U = UNFILLED R = RECESSEDSEE FOUNDATION FOR FOOTING 6'4" 526 / 434 1539 / 1539 1329/2267 REQUIREMENTS C AAS 7'-4" 480/322 1334/1334 1964/1552QUANTITY OF #5 REBAR @ :qt, I -� O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY t ®q «. _j®"q''`�, J O 8F16-1 B/1T , TYPICAL MASONRY CONSTRUCTIONQ 8F8-1B�1T _ 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32" DEEP HEADER w I SCALE: 3/4 - 1 -0 QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT -j 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, CL ONOMINAL WIDTH 8F16-1B/1T O O TYPE DESIGNATION oc� 'a Q 8RF14-0BI1T ¢ C} O 8F16-0B/1T 1-1/2" CLEAR c i o LU O 8F20-1B/1T ., z - #5 REBAR AT TOP MIN. 1 REQ'D Q n O O 8F20-OB/1T C) O _ d C.M.U. U ' 8RF22-16/1T � 0 ° GROUT C Z #5 REBAR AT BOTTOM OF LINTEL O 8F24 -113/1T CAVITY O v BOTTOM REINFORCING PROVIDED` SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 F22-OB/1T* O 7-5/8" ACTUAL IN LINTEL (VARIES) p F. 0 8F24 OB/1T NOMINAL WIDT IL wA ;,.:;`.�i•.... ;,,. .;,,.. .;.,., .;�,.:•. 7,_4,. FILLED u.i +" 101 01 N .LINTEL PER PLAN ,y ... Y.. ���'• � p p 8F32-1B/1T 1-1/2" CLEAR R 8RF30-013/1T °��• TRANSOM OPENING +,'•'• O `� w � F s _ #5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -OB/1T U Q 2 U c O ¢ z C.M.U. U) _j � FRAME INFILL AROUND r'"' O U_ -j SEE FOUNDATION r` O 8F38 -1B/1T �0 -" Lu g WINDOW BY BUILDER O SEE WF01/SD2 FOR PLAN FOR FILLED CELL D z z o 'I -j M MORE INFO INFO. . () "a> O E 0 io Q d. O � O C 8F12 -16/1T O � 06 � z N MIN. IS REQ'D ON EITHER SIDE U.N.O. 0 8F40 -0B/1T BOTTOMUJ Z_ - OV F cm m- 7-5/8" ACTUAL IN LINTEL (VARIES) O ^ N 8" NOMINAL WIDTH -� L.L J Q - � z n W �� g UNFILLED I— —� z WOOD HEADER x 0 a '• (2) 2X8 - U .. cn .; . 7 TURNED SIDEWAYS.us FIRST PLY 2X8 TO o F a w U W L I - DOOR OPENING .y ; MASONRY WALL W/ o N Z 1-1/2" CLEAR z J Z ,.•, ,.. SIMPSON HUS26 HANGER °' O J „ D a [� #5 REBAR AT TOP MIN. (1) REQ'D [� EA END W/ (6) 3/116 0x o- � 'I— .o 1@-3-3/4" TAPCONS INTO o _ e° o z LUj U w TOP KNOCK OUT/ LINTEL BLOCK V MASONRY & (4) 10d X 1 D a_ Uj U a COURSE Q W 1/2 NAILS INTO HEADER. O O cn O x W a z W 2ND PLY TO 1ST PLY' W/ - = opo U 0, l— °n. ". #5 REBAR AT BOTTOM MIN. (1) 0 10d STAGGERED @ 6" O.C. 8'-41 6'-4" C� REQ'D W 84 LINTEL W/ TRANSOM DETAIL LU 16 GA. POWERS STEEL BOXED d 0 n -7-5/8" ACTUAL LINTEL � SCALE: 3/4" = V-0" 8" NOMINAL WIDTH (D POWERS STEEL o< noi REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 14'-0 0 292/0 1160/0 1660/0 2439/0 GRADE 40 �- o 04 W BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE -. - --. 16'-0" 0 284/0 950/0 1379/0 199710 MATERIALS 181-01, 0 211/0 750/0 1177/0 1676/0 18'8" 0 142/0 598/0 1114/0 1468/0 .,C., 9 - 1. TC PRECAST LINTELS 3500 PSI• = W 20'-0" 0 180 / 0 598 / 0 1024/0 1441 / 0 I— W • < ' • , ' < . �2. fC PRESTRESSED LINTELS 6000 psi. ° a 20'-8 0 145 / 0 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O ,'. e•. 8"x8"x16"CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 cn ° NON -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSL O W 'T A a INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB i`w+IiNLprA7�� [L o - BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2�-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE lt-%Z ; �® �� -. vMD08/S5 FOR LAP INFO.2 _g��1425/1425 3343/3280 4933/4933 6.270 LOWRELAXATION. 7/32 WIRE PSRASTM A510.qanO WOPROVIDE CLEAN OUT OPENING @ GROUT 3'-0" 1230 / 1230 2769 / 2769 4085/4085 "> �,�®' qqo �;' cV z FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULEJOINTS SHOULD NOT BE CUT 4'-4" 846 / 833 2121 / 1716 3127 / 28395'-4" 664/572 1761/1761 2595/2595 MARK LINTEL F FILLED WITH GROUT / �U = UNFILLED R = RECESSEDSEE FOUNDATION FOR FOOTING 6'4" 526 / 434 1539 / 1539 1329/2267 REQUIREMENTS C AAS 7'-4" 480/322 1334/1334 1964/1552QUANTITY OF #5 REBAR @ :qt, I -� O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 A 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY t ®q «. _j®"q''`�, J O 8F16-1 B/1T , TYPICAL MASONRY CONSTRUCTIONQ 8F8-1B�1T _ 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32" DEEP HEADER w I SCALE: 3/4 - 1 -0 QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8RF14-1B/1T NOMINAL HEIGHT -j 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED, CL ONOMINAL WIDTH 8F16-1B/1T O O TYPE DESIGNATION oc� 'a Q 8RF14-0BI1T ¢ C} O 8F16-0B/1T 1-1/2" CLEAR c i o LU O 8F20-1B/1T ., z - #5 REBAR AT TOP MIN. 1 REQ'D Q n O O 8F20-OB/1T C) O _ d C.M.U. U ' 8RF22-16/1T � 0 ° GROUT C Z #5 REBAR AT BOTTOM OF LINTEL O 8F24 -113/1T CAVITY O v BOTTOM REINFORCING PROVIDED` SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 F22-OB/1T* O 7-5/8" ACTUAL IN LINTEL (VARIES) p F. 0 8F24 OB/1T NOMINAL WIDT IL wA ;,.:;`.�i•.... ;,,. .;,,.. .;.,., .;�,.:•. 7,_4,. FILLED u.i +" 101 01 N .LINTEL PER PLAN ,y ... Y.. ���'• � p p 8F32-1B/1T 1-1/2" CLEAR R 8RF30-013/1T °��• TRANSOM OPENING +,'•'• O `� w � F s _ #5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -OB/1T U Q 2 U c O ¢ z C.M.U. U) _j � FRAME INFILL AROUND r'"' O U_ -j SEE FOUNDATION r` O 8F38 -1B/1T �0 -" Lu g WINDOW BY BUILDER O SEE WF01/SD2 FOR PLAN FOR FILLED CELL D z z o 'I -j M MORE INFO INFO. . () "a> O E 0 io Q d. O � O C 8F12 -16/1T O � 06 � z N MIN. IS REQ'D ON EITHER SIDE U.N.O. 0 8F40 -0B/1T BOTTOMUJ Z_ - OV F cm m- 7-5/8" ACTUAL IN LINTEL (VARIES) O ^ N 8" NOMINAL WIDTH -� L.L J Q - � z n W �� g UNFILLED I— —� z WOOD HEADER x 0 a '• (2) 2X8 - U .. cn .; . 7 TURNED SIDEWAYS.us FIRST PLY 2X8 TO o F a w U W L I - DOOR OPENING .y ; MASONRY WALL W/ o N Z 1-1/2" CLEAR z J Z ,.•, ,.. SIMPSON HUS26 HANGER °' O J „ D a [� #5 REBAR AT TOP MIN. (1) REQ'D [� EA END W/ (6) 3/116 0x o- � 'I— .o 1@-3-3/4" TAPCONS INTO o _ e° o z LUj U w TOP KNOCK OUT/ LINTEL BLOCK V MASONRY & (4) 10d X 1 D a_ Uj U a COURSE Q W 1/2 NAILS INTO HEADER. O O cn O x W a z W 2ND PLY TO 1ST PLY' W/ - = opo U 0, l— °n. ". #5 REBAR AT BOTTOM MIN. (1) 0 10d STAGGERED @ 6" O.C. 8'-41 6'-4" C� REQ'D W 84 LINTEL W/ TRANSOM DETAIL LU 16 GA. POWERS STEEL BOXED d 0 n -7-5/8" ACTUAL LINTEL � SCALE: 3/4" = V-0" 8" NOMINAL WIDTH (D POWERS STEEL o< noi REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SAFE LOAD TABLE NOTES GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" „B„ „C„ "D., "A„ „B,, .,C., „D11 #3 17/8 41/4 7 15 17/8 41/4 7 15 #4 21/2 5 5/8 91/2 20 21/2 5 5/8 91/2 20 #5 31/8 7 113/4 25 31/8 7 113/4 25 #6 33/4 81/16 14 30 33/4 81/16 14 30 #7 43/8 9 13/16 16 1/2 35 j 43/8 9 13/16 16 1/2 35 i AN A 0 S OM HE SAFE LOAD SAFE LOAD TABLE NOTES 0 o z _ Q 7. THE DESIGNER MAY EVALUATE CONCENTR TED L AD FR T B MAXIMUM FACE 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED CQ u - LINTELS MUST BE REDUCED BY 20 /o IF BEARING .LENGTH IS LESS THAN 6 1/2 . SAFE LOADS FOR ALL W Z 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. CALCULATING THE RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE OF 2. 0 = NOT RATED. z 0 d. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Z Z w 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR _ 1- J 0 .. _1 0 V O W 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING _ (n ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. O W Q W 0 Y � LINTEL PLAN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. TABLES Y ~ W O 00 o Q SCALE: 3/4" = V-0" 5 TA 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. COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MON C Y p 7. THE DESIGNER MAY EVALUATE CONCENTR TED L AD FR T B MAXIMUM FACE CQ CALCULATING THE RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE OF !f_ 1-011 'I/$ -� SUPPORT. w .. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 V O W Z W _ 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � W J Q O a W oro aO_ °. #4=2/i' U a ,' •° O °: e . U e 1/ #5 = 22. CD J STRUCTURAL ENG: CFG / BAD — -- -- — + '.. ' . `. „ o A •, #6 = 3" Q DRAFTING: - 7 — 3 Y2"z -STRUCT: BM „��QC CHECK: CC B nr,), Uj JOB No. TM - 2142488 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK = ~ SCALE. AS INDICATED DATE: 04/15/15 3 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" 5 TA 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. COPYRIGHT MCD 2014: The Information contained In this document Is copyrighted and Is the exclusive property of MON C Y p Mme, (1) #5 FROM FTG. TO TIE BEAM 1 (1) #5 FROM FTG. TO TIE BEAM SF -LICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALL W CELL SOLID I I CELL SOLID BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL � FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q €" CMU BLOCK I 8" CMU BLOCK I I MIN 4" WITH FOUNDATION 2 1/4" WALL SCHEDULE WALL SCHEDULE 0 W BELOW FOR ADDITIONAL FOR ADDITIONAL 3-1/2" CONC: SLAB w/ I I � INFORMATION INFORMATION 3-1/2" CONC. SLAB w/ I 3-1/2" CONIC. SLAB w✓ > 3-1/2" CONC. SLAB w/ 1 #5's CONT. 3-1/2" CONC. SLAB w/ FIBERMESH REINF. OVER FIBERMESH REINF. OVER I FIBERMESH REINF. OVER w FIBERMESH REINF. OVER O FIBERMESH REINF. OVER cn 3-1/2" CONIC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER II Z 6 MIL VAPOR BARRIER Z 6 MIL VAPOR BARRIER W FIBERMESH REINF. OVER ¢ � Z 2x PT SILL PLATE 2x PT SILL PLATE Q > , a N a g w g 6 MIL VAPOR BARRIER W CL z ° LL1LU a a• a I W m c� 4q n' 4.. M ° C II de' °: `� ° x g , 11 r rd °.� a •.+ • ❑ d °. d d °• °. ° a - a ° •.. d a ° 11 . o. e a r 4 .; I I. a °: a 'e — 4° •d I'e' CO O 4': ° 4 4 aYa I ' q .I' d OC] d d a°. -- I r+' , _1 W z '� ` d 4 J — I ° GRADE _ w 4 ° a °" ° .. -III=1 I I=1 I I I - -1­14GRADE o a I J. -J, Z cn 4' 45 -- d ° ; a a . a 1-1-- 0 - h— h — — O I d' _ O — — — — -I I I_ I I—I _ 4 r •,. I I II I I_ W — 4_i11 I- � ° ° .:I=� z � 4—� _— a-.4_ — _ — — - I_ I —I — _I I I —LI. _ _ _f g..I-1 I .----- — -- -- -- a 18�„= 141„ , I i . ' . .. I — I I—I — e=_= ° 4 I I --—I =— — — — I I_— - �-I I I I I IIIIII IIII CLEAN ___—o — ° o Q �- _ 1= I I (- -� (- - = I -I COMPACTED I= I T > O Ni II=1 1 1— I I,; I — CLEAN COMPACTED I— —III I I— I— I I=1 I I III=III— ° z U Ill I—I Iq I Iii— FILL @ 95 /o STANDARD 1 , ,— , — , , CLEAN (2) #5 BARS CONT. VrJ/ 3” COVER 8 8 FILL @ 95 /o ❑ (n _ — — — — — I CLEAN COMPACTED 16 DENSITY (2) #5 BARS CONT. W/ 3 COVER COMPACTED TYP. AT 2 STORY CONDITIONS STANDARD — W III—I 11 (2) #5 BARS CONT. 111— I I --I I I FILL @ 95 /o STANDARD 8° 8° ° (3) #5 BARS REQUIRED AND DENSITY = p (2) #5 BARS CONT. — — — L N COMPACTED TYP. AT 2 STORY CONDITIONS FILL @ 95 /o W/ 3 COVER TYP. DENSITY W/ 3" COVER TYP. CLEAN COMPACTED CEA CO C (2) #5 BARS CONT. W/ 3" COVER TYP. (3) #5 BARS .REQUIRED AND STANDARD FOOTING TO BE 20"'WIDE Q 1'-4" 01 FILL @ 95% STANDARD 1 4' FILL @ 95 /o STANDARD AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20 WIDE DENSITY DENSITY DENSITY REQUIRED AND FOOTING TO FTG WHERE 2ND STORY OCCURS, FTG BE 20" WIDE o WHERE 2ND STORY OCCURS, SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS N w > Uj 3: F01 TYP. EXT. FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP DOWN FO DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING U. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-011 SCALE: 3/4" =1'-0° SCALE: 3/4" _ V-0" SCALE: 3/4 V-0" O z �r %111111111d� <® ® ui v o ®�®aamMal � d �4r000 � W 3/4" RECESS @. �� aN1 Z z PER MFG. SLIDING GLASS ",• lam' Q V SPECS DOORAg J ® ❑ ii cc SLOPPED GROUT °. 4 �,I d a 8" CMU BLOCK , qN, Q TO DRAIN SEE PLAN 4 ..a . I ° ° qi °�!0000� ►�d� J O SLOPE FOR STEP OPTIONAL CURB MIN. 24 BEFORE d I '®j �'? U_ 11 S ANOTHER STEP 'df .'L. I I ' .d °.•' 3-1/2 CONC. SLAB w/ (1).#5 FROM FTG. TO TIE g (G.C. TO VERIFY) ° I 4a g y FIBERMESH REINF. OVER BEAM SPLICE TO BE MIN. II9 OPTIONAL 'I`- REINF. SEE 3-1/2" CONC. SLAB w/ #5 CONT. REINF. a . 6 MIL. VAPOR BARRIER �, 25" GROUT CELL SOLID CURB FOR FIBERMESH REINF. OVER n .I "�d . I REFER TO PLANS FOR:, °. \ PLAN ° fd" SEE FOUNDATION MAS. @ELEV. q i 6 MIL VAPOR BARRIER a ° .' ° �- • v a ° e a4 CL i dl I .. FOR QUANTITY ° LOCATION 0'-0" w/ 1 #5 4 G 1/2" CASING d ' - r a W 0 a V BAR CONT. ° _ Co : 4.� ° `...''.,nom w,'� r1 fir' 4:° d . a. ,. ..• . , Z r- I . a a .....�. ..• .�,' � I ALUMINUM THRESHOLD� — GRADE " " a r.b ° 4 '•-'-•- -- —� . • '.; .. .. a, ..a e' • I ? ' iTi—i I ° #5 x 25 X 25 — a ° 44!4 QNa —1 O— d k = b °., e1, 2 #5 CONT. W/ 3" ° : ° " a a I CORNER BAR ONE 3-1/2 CONIC. SLAB I _ —I h .,j M G,y YYY 0MUDDED i = _ = -o- •'.,, _ _ g O a 4. I 4 -! — — — - d ° I = _ a I—III—III-----III--I h a• • I I (—I I I- d a COVER I FOR EA. HORIZONTAL w/ FIBERMESH SLOPE I I , , • ,-' FLOOR CLEAN — — — - o� —_ _ n 1 d I I W o — Ii —,, . , • .. a REINF. AND 6 MIL Imo.._. y.._ — — I ° ° ' d REBAR TYP. U.N.O. — -- — d '. ° 'A. .•' .`a'" a' • .° ° .. BENT BARS W/ 4 ° 1 H � ��' .�, Z ...; °a °" I MPACTED _ I S I—I � I—III— I— .. I—III— 4 SLOPED CO c2) #5 d e �: I _ 3/4" RECESS -) - - - 4 VAPOR BARRIER :��i 1 �Q CJFILL 95% = L = � W d 6''. i'� 4I =MiN. 25" LAP SPLICE ° �,�..��' —— TO DRAIN @ I ----w 1t.. -Y. ri°!! o a a 4 _ _ _ _11=1 I 1 --III III ! = o .I d I STANDARD —1 I I—III—III III—III—III,- a 4 e (2) #5 BARS CONT.. �a III _ SLOPE 1/4 " DENSITY 8" x 12" THICKENED = III=III I I -- - — —- a W13 COVER TYP. 1-4- CLEAN COMPACTED - _—I I 1=1 I 1=1 I I=1 �- I I III—I I; PER FOOTo LL o c 1 4 (2) #5 REBAR — — — ° FILL @ 95% STANDARD SLAB w/ (1) #5 CONT. I ISI Ll ; III I I (2) #5 CONT = 16" MIN. -- 1-) _ d 4 . e . e I; iu,1* U , ,—, , , — _ _ VERI`F �' W/ DETAILS FOR REQUIRED W/ 3 COVER. - i I— ° e' DENSITY Zyl —1 I STEEL AT 2 STORY LOCATIONS PER MFG. 4 O WHERE 2ND STORY OCCURS, FTG SPECS ° EXP JOINT ; 0" _ • SHALL BE 1'-4" WIDE w/(3) #5 BARS VERIFY W/ DETAILS FOR REQUIRED STEEL AT 2 STORY LOCATIONS O Ld n. IQ FO FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL IF10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4 1'-0'1 SCALE: 3/4" _ ,'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" _ V-0" U rr ^^ vJ � J SEE ELEVATION ❑ Z 0 _ U. U—) s8� WOOD POST SEE I �F r O W p ¢ FILLED CELL I V z C-6 S FLOOR PLAN FOR SIZE O 411 AND BASE CONNECTION r (9 < r --- - ® z z F_ GARAGE TOP COURSE TO BE J CHAIR BLOCKS. ENTIRE W p TOP VIEW CORNER — — J BASE TO BE FILLED - _ O U) .. SOLID ~' GARAGE WALL CMU BASE w/ (1) #5 I ® I U VERTICAL @ EACH I z W 0�- CORNER. SEE FLR. O z LIJ Z 11 PLAN FOR BASE - ~ J 3-1/2 CONIC, SLAB w/ DRIVEWAY BY I I ¢ Q zBUILDER- O w FIBERMESH REINF. OVER SIZE I I a M CONCRETE OR I O i- 6 MIL VAPOR BARRIER W 411 z PAVERS SEE FOUNDATION I I w U FOR PAD SIZE Q LU LL LU O ° CONC. SLAB OR _ PAVERS PER PLAN O 8 x 8 THICKENED CLEAN COMPACTED I I C� ° EDGE w/ (1) #5 v a d'. FILL@95/oSTD. 4 z - d CONT. a°. o .4 ° DENSITY 4 4 d,p e ° d ° a.. e Q 'a moms z F1 THICKENED EDGE F1 FRONT BASE NOT USED Q DOOR SCALE: 3/4" _ ,'-o" COLUMN DETAIL SCALE: 3/4" — ,'-OII W z GARAGE� o ❑ �o - Z o 0W_j (j)Qu.i F - 8" p Y ❑ Wua0 811 CMU - 8" C.M.U. FINISH W 0 00 0 FINISH PER z C 3-1/2" CONIC. SLAB PER ELEV. 1 " PVC OR SCH40 1 11 " (D G La ELEV. TOP (2) #5 x 4-0 TOP (2) #5x4.0 PVC OR SCH40 TOP (2) #5 x 4-0 PVC OR SCH40 _ N w/ FIBERMESH SLEEVE U) FINISH FLOOR CENTERED AT PIPE CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE W � � • • m .,�.��,�, ZL REINF. OVER 6 MIL FINISH FLOOR PENETRATION VAPOR BARRIER PENETRATION U 0 W �..� PENETRATING - W PENETRATING ,.. PIPE ,' a, a a a w -� 0 J. '4 4 c a.. 4 a a•. 4' 4 0 PIPE d - 4 • O a _ ,'. GRADE °., �. LOOP TIE (TYP.)41 o _ as a �a _ - �r4 -_ _ .. .�1 ..• �.... 4 _ ❑ C� F,�r�' I� CLEAN - - ,.� . + _ I =_- •• I I -� IT COMPACTED ._._ - M ' ; �'• �4 ,.. =I I .= I� _ - .: - - -. - .: ''" . = I- 1- - - Z .. I = _ _ = I — =1 i_I-1 a d a —I (n STRUCTURAL ENG: CFG /BAD FILL - _ _ _--- -.._._---------------------- 2 - - • —1 I-1 I—I 1-1 1-1 —1 Z— _ _— —_-—I (_,_._I— I d '` � 4 d — - I I- � DRAFTING: PVC SLEEVE MIN. : 11 I =_ FOOTING L- FOOTING PER -II I I 1= 11= I I ' _ _ �I=III= I (� _ 111= = _� I 1 z STRUCT: BM DIAMETER TO BE 2 -III-III—III- PER PLAN PVC SLEEVE PLAN I 1 1 1�'-, =SEE FDN PLAN �I 1 , _I 1-1(I SEE FDN. 11— I I_ III—III_ o ......_._ -- _ FOR SIZE I I I QC CHECK: CC -- PIPE SIZES LARGER I 1 PLAN FOR cn ._._._THAN THE I REINF. I —I I SIZE &REINF. I �w��U(��� LLJ JOB No TM - 2142488 PENETRATING PIPE (SIDE VIEW) (FRONT VIEW)11 .. 5.+4N,1=orz0 = SCALE: AS INDICATED O PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND -- - _ -- -- � h �N;` ~ DATE: 04/15/15 .."a� F14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" =1'-0" SD1 TE INC. is strict) prohibited. 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, C y p 2x6x12 P.T. OF OPENING CENTER BUCK • 3/8" DIA. ANCHOR 2 X 4 P.T. TOP BUCK 2x6 P.T. BUCK EACH SIDE OF OPENING e 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.) � --... ... .. I :....._..._..» .JLk, .L,. .I 1_ . _....w n... .-..»_... ....-,..... ..,.....:., .... .:._,. ........w. ,.«.....,... _... ..,..-w .... .... ......>. w... ., .,.._..,. ... _ ti..., .,.. ...... �....... -... ..d ..u,..JwL..l uL .., _.. ,.. _...- 12 PRE-ENGINEERED WOOD 3/16" X 3" 12" O.C. 1 TRUSSES @ 24" O/C 13/16"X3" 12" O.C. (TYP) SEE ELEV. UPLIFT CONNECTOR 3/16" X 3" STRUCTURAL SHEATHING 2 (SEE SCHEDULE) H SHEATHING ca DOUBLE 2x4 TOP PLATE PER PLAN MIN 2x4 STUDS @ 16" O/C zC� O, CLIP EACH TRUSS FRAME OUT TO 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO SEE ROOF PLAN NOTE; ALL HOOKS AND SPLICES TO BE IF REQ'D, PROVIDE CLOSURE WALL FOR TYPE w w/ SINGLE TOP AND BASE PLATE w/ CONSTRUCTED AND SIZED PER NOTES D O (2)16d NAILS TO TRUSS. STUDS @ TO 2x PER WINDOW MANUFACTURER'S SPECS FRAME OUT TO p 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE INSTALLED PER NAILING PATTERN I SEE PLAN FOR EXTERIOR SHEATHING ATTACHED SEE PLAN FOR BEAM SIZE PER NAILING SCHEDULE FROM BEAM SIZE I 2x4 SPF #2 KNEE WALL TOP OF KNIEEWALL TO BOTTOM I Ii (2) 2x TOP PLATE OTHERWISE SP2 CLIPS AT TOP I i w/ STRUCTURAL AND SP1 CLIPS AT BASE ARE 2x PT BOTTOM SHEATHING FROM TOP REQUIRED:. � 2x4 SPF #2 KNEE WALL OF WALL TO BOTTOM OF SHEATHING ON BOTH WITH STUDS @ 16" O.C. I WALL. ATTACHED PER 2x BLOCKING CRICKET AS W STRUCTURAL (2) 2x #2 SYP WALL TO BOTTOM OF REQUIRED SHEATHING ON BOTH SEE PLAN FOR 2x P.T. PLATE I SIDES FROM TOP OF I BEAM SIZE NAILING SCHEDULE I WALL TO BOTTOM OF AT BASE ARE REQUIRED 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 OTHERWISE SP2 CLIPS I J SIZE TAPCONS SPACING # ROWS SHEATHING 3/16" X 3" 12" O.C. 1 .PER PLAN 13/16"X3" 12" O.C. 2 2x8 3/16" X 3" STRUCTURAL SHEATHING 2 CLIP EACH TRUSS H ca SEE ROOF PLAN CLIP EACH TRUSS -SEE FOR TYPE zC� O, ROOF PLAN FOR TYPE FRAME OUT TO 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO FRAME OUT TO NOTE; ALL HOOKS AND SPLICES TO BE BLOCK EDGE BLOCK EDGE w AS REQ'D CONSTRUCTED AND SIZED PER NOTES D O TO 2x PER WINDOW MANUFACTURER'S SPECS (2) 2x TOP PLATE p 0 (2) 2x #2 SYP (2) 2x #2 SYP I SEE PLAN FOR SEE PLAN FOR BEAM SIZE a BEAM SIZE I 2x4 SPF #2 KNEE WALL STUDS @ 16" O.C. �` IW/ 2x4 SPF #2 KNEE WALL I (2) 2x PLATE w/ STRUCTURAL WITH STUDS @ 16 O.C. 2x PT BOTTOM SHEATHING FROM TOP W STRUCTURAL � PLATE OF WALL TO BOTTOM OF SHEATHING ON BOTH I WALL. ATTACHED PER SIDES FROM TOP OF i PRECAST NAILING SCHEDULE WALL TO BOTTOM OF I LINTEL OR OTHERWISE SP2 CLIPS BEAM. ATTACHED PER I KNOCKOUT AT TOP AND SP1 CLIPS NAILING SCHEDULE I COURSE AT BASE ARE REQUIRED 1/2"x8" ANCHOR BOLT J SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 Q 13/16"X3" 12" O.C. 2 2x8 3/16" X 3" 1 12" O.C. 2 H ca =fid 1, U DBL TOP PLATE zC� O, z 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO NOTE; ALL HOOKS AND SPLICES TO BE «� w FRAMED WALL CONSTRUCTED AND SIZED PER NOTES D O TO 2x PER WINDOW MANUFACTURER'S SPECS p 0 a Q Z � ,O O 0~. U z (� o (J) � W Do 0 O J ILL w/ 1 #5 CONT. AT TOP AND SP1 CLIPS I o O MASONRY OR TITEN HD @ 32" O.C. MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED BUILDER FRAME WALL & 6" FROM EACH END o RADIUS AS REQ'D START BOLTS AFTER GARAGE W W CMU 'i'' UPLIFT CONNECTOR _ W I (SEE SCHEDULE) NEEWALL AT ENTRY � � DO GARAGE DOOR F1 KI�EEWALL ABOVEMFO KNEEWALL AT ENTRY FO KNEEWALL AT ENTRY FO K „ _ ,_ „ SCALE: 314 1'-0" SCALE: 3/4" _ V-0" SCALE: 3/4" _ V-0" SCALE:,; /4" _ V-0" BUCK DETAIL SCALE. 3/4 , o MASONRY WALL O�9Wgi//y�I LLJ N (2) 2x TOP PLATE �» w� C w (2) 2x PT BUCKS PRECAST LINTEL/ -PROVIDE STANDARD HOOK ,1 �\ �► `s. � z z w/ 1/2" O.S.B. BETWEEN (1) #5 IN TIE BEAM ` U NOTES: NAIL SCAB TO TOP CHORD sm THREADED ROD PER PLAN MIN. �.� Q 0 IX TYPICAL TIE BEAM w/ 3000 WITH (4) 0.131" x 3 1/4" NAILS �' — — — -- — — — -- w �. .{ 6 FROM END OF CMUI'' 1E 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM �. psi CONC, w/(1) #5 REBAR CONT ¢ �, a.*, ' •': CL Q TO 2010 FBC- R _ > ®r ®.a®o:»«®®ate O ADD 2x4 VERTICAL SCAB IN _j ------ ' ,b� L 4 STD HOOK EACH TRUSS IF NO WEB IS �o, � 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND � ka r ' w INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT II (1) #5 BAR IN PRECAST LINTEL®!/illi f 1ElA�� REFER TO PLAN FOR I ¢ 16 (1) ROW OF 3/16"X4" TAPCONS BE 1 1 2 FROM ENDS AND ADDITIONAL WALL FRAMING > w INFORMATION 4IL IF DBL. NAILER IS USED, 16 O.C. MAX: TAPCONS TO BE 1 1/2 MIN. FROM EDGE OF (3) 0.131" x 3 1/4" NAILS TYPICAL (2) #5's VERTICAL IN USE 1/4" x 4-1/2" TAPCONS;4 BUCK AT EACH TRUSS w GROUT FILLED CELL TYPICAL FILLED CELL w/3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO BE FASTENED W/CUT Z p O BLOCKING AS SPECIFIED 2x4 X BRACE ACROSS LENGTH II IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL > I (1) #5 VERTICAL IN g U , VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY 0 lil � GROUT FILLED CELL (IF a z ,�,�P C,) LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH ' REQ'D PER PLAN) w Q �"""'y ,77 N NAILER TO MASONRYR (3) 0.131" x 3 1/4" TOE NAILS ' ' ENTIRE COLUMN TO rS 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: ADDED TO EXISTING 2x BUCKED OPENING, USE 2x4 BLOCKING BETWEEN II BE GROUT FILLED w r ci � 3 ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. TRUSSES TOENAILED TO I SEE PLAN [L nn Q Q z CMU WALLAS REQ'D PER PLAN O C 07, O (1) EXTERIOR FRAME WALL TO CMU ° (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL ' a (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL a ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID IE BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 13/16"X3" 12" O.C. 2 2x8 3/16" X 3" 1 12" O.C. 2 @ EACH SUCCESSIVE BUCK I I DOUBLE TOP PLATE WITH �- U.. ' 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR 0.131"x3 1/4" NAILS 4„ O.C, @ ---._LL z THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN TRUSS (AS NOTED) O 4Cs N Fy REQUIREMENTS (FASTENING) ARE MET ca =fid 1, U DBL TOP PLATE zC� O, 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO NOTE; ALL HOOKS AND SPLICES TO BE «� 2x BUCK w/ 2 (ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL CONSTRUCTED AND SIZED PER NOTES D O TO 2x PER WINDOW MANUFACTURER'S SPECS p a Q D01 VERTLCAL R INF Lu 2x BUCK DETAILD03 BEARING/SHEAR WALL T CMU PT BASE PLATE(MDOW01 CONNECTION OF PERP. DETAIL SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" SCALE: 1/2" = V-0" SCALE: 3/4" =1'-1)" WALL CONNECTION DETAIL SHEARWALL TO TRUSS W o J z ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER U PLAN FOR NAILING SPECS ROOF DECK - SEE A ROOF SHINGLES: ROOF TILES: U) j P 8. PRECAST LINTEL, TYP. NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING B 1. MEETS ANSI/UL 790,1 1. CONC. OR CLAY TILES O � �'� SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES � � f. RECESS WHEN REQ'D TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FOR DTL. CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z NAL INFORMATION GLUED AND NAILED AT 6 O.C. MASONRY WALL BLOCKING AROUND CURVE. ADDITO ON 43# FELT (ASTM D 228 TYPE I) O °6 MIN. 2 TAPCON ANCHORS PER 2. SECURE w/(4) NAILS EACH SEE PLAN 2 LAYERS OF 3/4"CDX PLYWOOD 3. MEETS UL R2453 PROGRAM 3. USE 19/32" OSB OR CDX SHEATHING Q Q C� � 2X8 O 11 11 GLUED AND NAILED AT 6" O.C. �/ / U Z r 2�6 GA. GALV. FLASHING: O I— (3) 16d COMMON RAFTER rrr �� o A c 1. G-90 GALV. COATING j � J STAGGERED (TYP. ARCHED ) r ; Z) NAILS TYP. , r ri ri rr 2. MEETS ASTM A527 Z I I I I A (TYP.) NOTE: r ri rr / ri'�r , A p 3. REGULAR POLYESTER f' z LINTEL PRE -ENG. COMMON TRUSSES MAY BE r ri rir / 4. 1.0/0.5 MIL w/ PRIMER � 0 (SEE PLAN) HEADER PER USED ILO. CURVED TRUSS `/ �i/r iris sir I THICKNESS 0.0187 IN. ~ �� LOCATION r� r i>� 5. C ROMATE TREATMENT 'S U �,ii 2X8 W/ ((2 16d 7/16" O.S.B. HEADER (SEE r r �,� / 6 w Q i TOE NAILS EA. EA. SIDE PLAN) SEE FRONT ELEVATION i` irN� �� Z LU Z Z END , / HURRICANE ANCHOR AT EACH J FOR WINDOW TYPE Q � 2X BLK'G. TO 2x w/ 2) 16d r ;r TRUSS (REFER TO ROOF PLAN) m W 2X4 SPF CONT. O.S.B. w/ 2 TOE MAILS r r r , 2 O r NOTE: ROOF SHEATHING MUST -. I'— BLOCKING ATTACH TO 8d EACH END EACH END 7/16" O.S.B. r �� O 2X STUDS @ 16" O.C. FOR KNEE WALL 7/16" OSB W/ 2 8d NAILS EA. SIDE NOTE: USE SIMPSON H3, , r BE APPLIED AND FASTENED TO ,�; O 2x4 SPF CONT. , , r ELEVATION VARIES U W BLOCKING ATTACH H4 OR H5 AT EACH END r r BASE TRUSS PER PLANS BEFORE i Q B EA. SIDE W/ TO 7/16" OSB w/ (2) 2X BLK'G. TO ; r , r PRE ENGINEERED ROOF DORMER FRAMING IS INSTALLED. O TRUSS, @ 32 O.C. STUD TO PRE -ENG ° TOP OF MASONRY Z W 7/16 OS OF TRUSS/RAFTER 6d NAILS 16" O.C. TO 8d NAILS O.S.B. w/ 2),rr ,�� , � ,�� TRUSS BELOW TRUSS, SLIT ROOF SHEATHING FORJ SIDE 8, TO1 NAILER „ 8d EACH�ND (TYPICAL) „ �� STRAP ALUM. DRIP EDGE (/1 END VIEW 7/16 OSB EACH SIDE, ri r r PRE -ENG. WD ° w w/ 6d NAILS@ 16" O.C. ' , r' r 2X4 WD STUD CRIPPLE TRUSS, 24" O.C. m 2X BUCKS, SEE TO SIDE & TOP NAILER �� ri,r �i AT 16"O.C. c CONT. ROOF SHEATHING NAIL PER 2x CONT. SUBFASCIA O MD04FOR MORE INFO. O END VIEW 2x4 PLATES OVER ROOF �° �r� PLAN IL 2x BUCKS, R-30 INSULATION DECK - SEE DETAIL BELOW '/ VENTED ALUM. SOFFIT FOR FASTENING SPECS ' DOUBLE TOP PLATE O PROVIDE 2x4 BLOCKING w/(2)16d NAILS 1/2" DRYWALL z EACH END TO TOP CHORDS OF p TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE BELOW AND CONNECT w/ HTS20 @ 32 TIE -BEAM w/ (1) #5 a O.C. CONT.GROUT z Q WF01 ARCH WINDOW FRAMING DET. (DFO1 DORMER FRAMING & BOTTOM SOLI . _ ,_ . SCALE: 3/4" =1'-0" ZO 11 WOOD FRAME &CMU SCALE. 1l2 1 0 PLATE CONN. DETAIL PRECAST CONC. OR POWERS REFER TO ELEV. L STEEL SILL TYP. @ ALL FOR OVERHANG W p �- O WINDOWS >z 0 � IF A/C IS SUSPENDED FROM TOP WINDOW PER FLOOR PLAN _ Z J 0 PRE -MANUFACTURED 11 1/4" DIA. FLUE W/2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING h O J CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED V) Q W FLASHING PER MANUFACTURER'S ATTACHMENTS SUPPLIED BY A/C 12 1/2 G.W.B. OVER VAPOR CEMTITUOUS FINISH, O W 1 (1) SPH4 EVERY OTHER STUD GALVANIZEDSEE SPEC.'S COMPANY PLAN � n ^ STANDARD TRUSS I BARRIER W/ R4.1 INSUL. 1/2 MIN. THK. ON Q � � O O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING' TOP CHORD VARIES BETWEEN 3/4 P.T. VERTICAL CMU W O O O TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12"LO FURRING @ 24 O.C. C14 ^ VERT REINF. BEYOND (D N OF 2-0 ABOVE A POINT WITHIN 10-0 O.C. IN FIELD � -- TRUSS WEBS NOT .I ..—LU m ,�- SHOWN FOR CLARITYJ Z OF THE NEAREST ROOF 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING CONC. SLAB - 8x8x16 CONC BLOCK � NU OO W W SEE FOUNDATION � w � �. — -- 2x4 #2 SYP CROSS PLAN FOR MORE ; o: 0 O _ 2X4 VERTICAL @24 O.C. _ _ _ _ _ _ _ MAX. PROVIDE (4) 10d NAILS _ BRACING (AT 45°) W/ INFO ' T BOTTOM CHD & 3 10d 2x4 #2 SYP RAT RUN I MAIN FLOOR h F- TOP AND BOTTOM MIN (3) 12d NAILS TO RAT U 0.. NAILS TO TOP CHORD + I I RUNS. TYP EACH SIDE ELEV 0'-0" (2) BAYS PAST A/C A/C UNIT AND PAN LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" m STRUCTURAL ENG: CFG /BAD (4) 16d COMMONS NAILED @ EACH END LAP W/ (2) 16d NAILS MAX 48 MAX 48" CONDENSATE �l1LD J --- --- - - - S. TYP I DISPOSAL BY AIC -i`I h V(' Q DRAFTING: * TO EACH TRUS SUPPLIER LII—I I: H ,SA:N z GALV. FLASHING * EACH SIDE I I I I;i �IdIJ-STRUCT: BM * I CONNECTION TO BE I I- w ------ 2X4 BLOCKING W/ 2 16d + * 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i, — — — — — — — SUPPLIED BY A/C QC CHECK:' CC O + TO VERTICAL 2X4's STANDARD TRUSS ---------- JRT COMPANY "� w JOB Na TM -21.42488 SD1 f = COMMONS END NAILED TO BOTTOM CHORD SEE SHEET m - SCALE: AS IN VERTICAL 2X4's + SUPPORTS (2) 2x4 #2 SYP BLOCKING W/ FOR FTG DETAILS * * BLOCKING UNDER A/C SU SIMPSON A34 OR LUS24-2 EACH DATE: 04/15/15 TRUss TB01 A/C IN TRUSSEND SO TYPICAL WALL SECTION CM01 CHIMNEY\-PRE-ENGINEEREDn2 FRAMING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" CMU WALL -S 1 N G L E STORY SCALE: 3/4" =1'-0" .duplication,n n f MONTA N CONSULTING & DESIGN OF WMR & ASSOCIATES' INC. is strict) prohibited. 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, or transfer of these documents without the expressed, written consent t o CO SU Y SIN DIA BEo PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 16( NAILS GABLE TRUSS TO PLT.@12" 0.1 MAX. ICMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION 31MPSON A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. E CMU WALL CONNECTION 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING SIMPSON HGA-10 TOENAILED @ EACH END.AT 24" O.C. PER PLANLU @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE < TRANSITION FROM TOP 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN' 0 PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS SHEATHING SPAN TO BE 2'-0" MAX.) END EACH END BRACE TO LEDGER _ 2x4 OUTLOOKERS @ DTC CLIP, (2) Sd NAILS NAIL W/(2)16d NAILS EA. END @ 24"o.c. MAX. INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Q DBL. 2x4 TOP PLT. SHEATHING PER 2-0 MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @EACH WEB PLATE Z PLAN ATTACH PER SIMPSON H-10(TYP.) g —DOUBLE TOP PLATE --A NAILING SCHEDULEUj ' - DTC CLIP, (2) 8d NAILS INTO Z ❑_ FASTEN SIDE WALL BLOCKING, SHEATHING PER MASONRY WALL ----'--d. TAPCONS IN CMU. OR w EXTERIOR SHEATHING. LU Z PLAN. OR LINTEL SEE w ATTACH PER PLAN FROM O END NAIL q OUTLOOKER .° SIMPSON META16 LU W/(2)16d NILS TO TRUSS i 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM ❑ f"' DBL: 2X8 W/(2)16d NAILS EA. 2x8 #2 SPF STUDS AT 16" O.C. OU SIMPSON H10A @ DIAGONAL TO TOP PLT. OUTLOOKERI A, C; CONDITION MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ C7 TOP PLT. HOLD WALL DOWN 3-1/2" STD @ `' (� M U OR LINTEL SEE 1/2"x8" ANCHOR BOLT OR TITEN p PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN HD @ 32" O.C. & 6" FROM EACH W (TYP.) END SHEATHING PER PLAN FRAME WALL CONNECTION m 1'-9" MAX. ATTACH PER NAILING Q ❑ SCHEDULE VVAULTED CONDITION @ CMU o TEXTURED CEMTITUOUS SIMPSON DTC, (2) 8d NAILS LL FINISH, 7/8" MIN. THK. INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE Ao 1/2" x 8" J -BOLT @ 32" O.C. AND N 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W WASHER BLOCKING, (2) 1/4"x 2 3/4" CMU WALL BELOW CEILING NAILER TAPCOIN IN CMU. OR AS REQ'D. TRUSS TRUSS SIMPSON META16 rrr-L��tiilll�o®�� LLI 7 MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. �� ` �� /� B- r - GYP. BOARDLn 04 ON PT. FURRING i*. STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN O DETAIL FOR FLASHING « Z Z WALL SHEATHING PER PLAN ( o A35 DIAGONAL TO I REQUIREMENTS (MSTAM 12 s MAY « Q LIMITED -. « � . «<c Cq J TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS ' LAY 2X4 BLOCKING OVER THE ) LINTEL PER PLAN a TOP OF THE BOTTOM CHORD. "' W 2x WALL, SEE PLAN .a ATTACH w/ (2) 10d NAILS @ ® p EACH TRUSS 41 p , 2X TOP PLATE TO GABLE I ®o ®a`a -J U- END W/ 16dNAILS @6 O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NOTE. PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS FRAMING FOR FALSE MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM BEAM, IF REQ'D w 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE CONTRACTOR TO FIELD VERIFY WHICH m O VERIFY IF rGEO4 GABLE END VAULTED "FONON-BEARING WALL CLIP DETAIL `' w/ PLYWOOD SHEATHING CONDITION IS REQUIRED. CONTACT EOR ➢; FALSE BEAM U COVERING IS REQ'D SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" FOR ADDITIONAL INFO AS REQ'D ❑ la, �0/ VAULTED CEILING z ..8 y f 1 w T`f N CLEAR SPAN CONNECTION M 2X4 ATTACHED TO EA. GABLE W " 2X4 BRACE WITH (2) 10d NAILS zQ o D U (1) A23 FROM STRONGBACK\ 2x6 COLLAR TIE HALF WAY UP�c TO DIAGONAL HEIGHT OF VALLEY. FASTEN w/ (5) z C U ***NOTE: DETAIL GE02 THIS PAGE FOR GABLE 2X4 BLOCKS, (2)16d NAILS @ EA. COMMON NAILS @EACH END o. REFER TO END. BLOCK ADJACENT BAYS @ (TYP.''` 0 BRACING *** EA. DIAGONAL AS SHOWN. O �"�-+ FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 w MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON o w GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. ( 2X8 RIDGE CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT I =8zARD ( CONNECTION DETAIL SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D RAFTER TO OPPOSITE SIDE U 10d COMMON NAILS @ 8" O.C. (AS SHOWN) (5) 16d NAILS 1'-4" MAX �/� REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) L 0 Cn Z BRACE TO SIZE OF O.H. PLATE THRU O.S.B SHEATHING BLOCKING CONT. 2X4 (THICKNESS PER PLAN) TO {F� U) W ��St PRE-ENGINEERED TRUSS BELOW WITH LL Q S 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 �P�\� p otS \ 2X4'S 24 0 PLATE TO TOP CHORD OF EACH TRUSS ' 1 ' @ BELOW ~ W 2x4 DIAGONAL BRACE @ 48" O Q Z S O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX, J STRONGBACK, SEE CHART w REFER TO PLANS FOR \ _ v EXACT SIZE OF O.H. \ FASTEN CONVENTIONAL 2x VALLEY RAFTER F Z 2x4 BLOCKS, 2 16d NAILS @ EA. (5) 16d NAILS \ GABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY _ 0 O 1'-4" MAX. BRACE TO O TRUSSES TO 2x PLATE WITH SIMPSON MTS12 ~ C) END. BLOCK ADJACENT BAYS @ EA. \ SEE CHART ) �.1.. b DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS ((5) 8d NAILS) AT w Q I • SHEATHING TO BLOCKS w/8d NAILS 7 EACH RAFTER TO PLATE CONNECTION Z W 7� z @ 6" O.C. _ Q —i L CONT. 2X4 PROVIDE 2x4 BRACE TO ❑ H0 EA. ADJ. DIAGONAL FASTEN 1-- W 12 16d I j \\ (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. lo BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. H GABLE BRACING ( ) UP TO 4'-8" i TO DIAGONAL w/O (1) 2X4 BRACE 7'-0" < H x'9'-4" STRONGBACK IF U SIN DIA BEo PT 2X8 PLT., CANT. FOR NAILING SURFACE PROVIDE 16( NAILS GABLE TRUSS TO PLT.@12" 0.1 MAX. ICMU WALL C LINTEL BELC SIMPSON HGA-10 @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION 31MPSON A23 @ EACH 3RACE TO PLATE 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. HGA10KT @ 32" O.C. TIE BEAM COURSE w/ (1) #5 CONT. E CMU WALL CONNECTION 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING SIMPSON HGA-10 TOENAILED @ EACH END.AT 24" O.C. PER PLANLU @ 48" O.C. OSB NOT REQUIRED TO BE CONT. @ THE < TRANSITION FROM TOP 2x4 #2 SYP P.T. BLOCKING @ TRUSS PER PLAN' 0 PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS SHEATHING SPAN TO BE 2'-0" MAX.) END EACH END BRACE TO LEDGER _ 2x4 OUTLOOKERS @ DTC CLIP, (2) Sd NAILS NAIL W/(2)16d NAILS EA. END @ 24"o.c. MAX. INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Q DBL. 2x4 TOP PLT. SHEATHING PER 2-0 MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @EACH WEB PLATE Z PLAN ATTACH PER SIMPSON H-10(TYP.) g —DOUBLE TOP PLATE --A NAILING SCHEDULEUj ' - DTC CLIP, (2) 8d NAILS INTO Z ❑_ FASTEN SIDE WALL BLOCKING, SHEATHING PER MASONRY WALL ----'--d. TAPCONS IN CMU. OR w EXTERIOR SHEATHING. LU Z PLAN. OR LINTEL SEE w ATTACH PER PLAN FROM O END NAIL q OUTLOOKER .° SIMPSON META16 LU W/(2)16d NILS TO TRUSS i 2X FACIA, END NAIL PLAN TOP OF WALL TO BOTTOM ❑ f"' DBL: 2X8 W/(2)16d NAILS EA. 2x8 #2 SPF STUDS AT 16" O.C. OU SIMPSON H10A @ DIAGONAL TO TOP PLT. OUTLOOKERI A, C; CONDITION MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ C7 TOP PLT. HOLD WALL DOWN 3-1/2" STD @ `' (� M U OR LINTEL SEE 1/2"x8" ANCHOR BOLT OR TITEN p PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN HD @ 32" O.C. & 6" FROM EACH W (TYP.) END SHEATHING PER PLAN FRAME WALL CONNECTION m 1'-9" MAX. ATTACH PER NAILING Q ❑ SCHEDULE VVAULTED CONDITION @ CMU o TEXTURED CEMTITUOUS SIMPSON DTC, (2) 8d NAILS LL FINISH, 7/8" MIN. THK. INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE Ao 1/2" x 8" J -BOLT @ 32" O.C. AND N 1/2" GYP. BOARD 6" FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W WASHER BLOCKING, (2) 1/4"x 2 3/4" CMU WALL BELOW CEILING NAILER TAPCOIN IN CMU. OR AS REQ'D. TRUSS TRUSS SIMPSON META16 rrr-L��tiilll�o®�� LLI 7 MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. �� ` �� /� B- r - GYP. BOARDLn 04 ON PT. FURRING i*. STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN O DETAIL FOR FLASHING « Z Z WALL SHEATHING PER PLAN ( o A35 DIAGONAL TO I REQUIREMENTS (MSTAM 12 s MAY « Q LIMITED -. « � . «<c Cq J TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS ' LAY 2X4 BLOCKING OVER THE ) LINTEL PER PLAN a TOP OF THE BOTTOM CHORD. "' W 2x WALL, SEE PLAN .a ATTACH w/ (2) 10d NAILS @ ® p EACH TRUSS 41 p , 2X TOP PLATE TO GABLE I ®o ®a`a -J U- END W/ 16dNAILS @6 O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NOTE. PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS FRAMING FOR FALSE MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT A DIAPHRAGM BEAM, IF REQ'D w 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE CONTRACTOR TO FIELD VERIFY WHICH m O VERIFY IF rGEO4 GABLE END VAULTED "FONON-BEARING WALL CLIP DETAIL `' w/ PLYWOOD SHEATHING CONDITION IS REQUIRED. CONTACT EOR ➢; FALSE BEAM U COVERING IS REQ'D SCALE: 3/4" = V-0" SCALE: 3/4" =1'-0" FOR ADDITIONAL INFO AS REQ'D ❑ la, �0/ VAULTED CEILING z ..8 y f 1 w T`f N CLEAR SPAN CONNECTION M 2X4 ATTACHED TO EA. GABLE W " 2X4 BRACE WITH (2) 10d NAILS zQ o D U (1) A23 FROM STRONGBACK\ 2x6 COLLAR TIE HALF WAY UP�c TO DIAGONAL HEIGHT OF VALLEY. FASTEN w/ (5) z C U ***NOTE: DETAIL GE02 THIS PAGE FOR GABLE 2X4 BLOCKS, (2)16d NAILS @ EA. COMMON NAILS @EACH END o. REFER TO END. BLOCK ADJACENT BAYS @ (TYP.''` 0 BRACING *** EA. DIAGONAL AS SHOWN. O �"�-+ FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 w MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON o w GABLE END FLAT CEILING CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. ( 2X8 RIDGE CONDITION IS REQUIRED. CONTACT EOR 2X6 ATTACH A35 ON ADJACENT I =8zARD ( CONNECTION DETAIL SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D RAFTER TO OPPOSITE SIDE U 10d COMMON NAILS @ 8" O.C. (AS SHOWN) (5) 16d NAILS 1'-4" MAX �/� REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) L 0 Cn Z BRACE TO SIZE OF O.H. PLATE THRU O.S.B SHEATHING BLOCKING CONT. 2X4 (THICKNESS PER PLAN) TO {F� U) W ��St PRE-ENGINEERED TRUSS BELOW WITH LL Q S 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 �P�\� p otS \ 2X4'S 24 0 PLATE TO TOP CHORD OF EACH TRUSS ' 1 ' @ BELOW ~ W 2x4 DIAGONAL BRACE @ 48" O Q Z S O.C. TO 3RD BAY REQ'D w/ 2x6's @ 24" O.C. MAX, J STRONGBACK, SEE CHART w REFER TO PLANS FOR \ _ v EXACT SIZE OF O.H. \ FASTEN CONVENTIONAL 2x VALLEY RAFTER F Z 2x4 BLOCKS, 2 16d NAILS @ EA. (5) 16d NAILS \ GABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY _ 0 O 1'-4" MAX. BRACE TO O TRUSSES TO 2x PLATE WITH SIMPSON MTS12 ~ C) END. BLOCK ADJACENT BAYS @ EA. \ SEE CHART ) �.1.. b DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING OR LSTA12 CONNECTORS ((5) 8d NAILS) AT w Q I • SHEATHING TO BLOCKS w/8d NAILS 7 EACH RAFTER TO PLATE CONNECTION Z W 7� z @ 6" O.C. _ Q —i L CONT. 2X4 PROVIDE 2x4 BRACE TO ❑ H0 EA. ADJ. DIAGONAL FASTEN 1-- W 12 16d I j \\ (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d NAILS. lo BRACING @ 48" O.C. MAX. 45° FROM HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. La PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H GABLE BRACING ( ) UP TO 4'-8" NO BRACE REQUIRED TO DIAGONAL w/O (1) 2X4 BRACE 7'-0" < H x'9'-4" STRONGBACK IF U ~ V 14'-0" < H e-18'-8" ; REQUIRED SEE TOP PLATE & NAILED TO I NAILS. REQUIRED, SEE Q W .. a SIMPSON H10A 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" — W W) Y 1 CHART N CF01 FIELD FRAMED W FLITCH PLATE HEADER (U.N.O,), F- DIAGONAL TO ATTACH JAMB STUDS I SEE HEADER SCHEDULE FOR ❑ z 0 00 o = PER WF08/SD4 BLOCKING 2X4'S @ 24" O.C. GABLE VERTICAL(D GABLE BRACING @ 48" O.C. NOT REQUIRED 6' FROM EAVES. A I FILLING AND BLOCKING AS 0 %� VALLEY DETAIL SCALE: 3/4" =1'-0" W o �� DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO LU ❑ ~ J V STUD TYPICAL- I HEADER w/ 2 ROWS OF 12d I O U) W W i 2ND 2X4 BRACE IF (U.N.O.) I @ 16" O.C. UNLESS NOTED w �- Q R REQUIRED, SEE a O Q _ x CHART I I ❑ I— F - 2x STUDS TYP. U a. CD NOTE: CONTRACTOR TO NAIL 1 sf KING z GABLE END SHEATHING 45* ' GABLE END SHEATHIN I 1/2 THREADED ROD EACH SIDE OF FASTEN PER PLAN. STUD INTO HEADER PER HEADER p HEADER (CENTERED Win TOP PLATE V—OR STRUCTURALENG: CFG / BAD R 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING:- — — SCHEDULE ATTACHED Q EMBEDMENT INTO FOUNDATION ONLY SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR Z @ BRG WALL LOCATIONS W/ UPLIFT w KIN ADDITIONAL KINGS AS REQUIRED' 2x CRIPPLES @ 16 o.c. w/ p 0 REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE ❑ z PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT ? <( NAILING FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED w Z 11 12" O.C. EACH FACE OR _ I 0 *WHEN STUD LENGTH IS 3 -ROWS 12d NAILS STAGGERED ~ ❑ ~ PRE ENG. TRUSS LESS THAN 12" USE I I-= e nn n n ono n..e n no � .w 'RE* La PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE BRACING CHART H GABLE BRACING ( ) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H :�: 7'-0" (1) 2X4 BRACE 7'-0" < H x'9'-4" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < HX 14'-0" STRONGBACK WI 1 2X4 BRACE 14'-0" < H e-18'-8" STRONGBACK W/ (2) 2X4 BRACE C r PT BOTTOM PLATE w - -- NOLE:GABLE BRACING IS TO BE SYP#2 OR BETTER ���G X JOB No. TM - 2142488 c = SCALE: AS INDICATED SA,NFORD DATE. 04/15/15 GABLE END FLAT CEILING (GE02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1' SCALE: 1/2" =1'-0" .SD3 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. COPYRIGHT MCD 2014: The informp p Y LSTA30 STRAPS AT EACH � I'+ ,I �, . � .,..,...... �,.... .... Q GREATER HEADER H v Z v 2X4 BRACE IF STUD WRAPPED OVER El I cn Z REQUIRED SEE TOP PLATE & NAILED TO I J 0 CHART. HEADER EACH SIDE w/ I .. a 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" — W W) Y 1 @ 6" O.C. FLITCH PLATE HEADER (U.N.O,), F- ATTACH JAMB STUDS I SEE HEADER SCHEDULE FOR ❑ z 0 00 PER WF08/SD4 CONNECTION INFORMATION W W GABLE VERTICAL(D I I FILLING AND BLOCKING AS 0 C4 .. IM DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO LU ❑ ~ J V STUD TYPICAL- I HEADER w/ 2 ROWS OF 12d I O U) W W i 2ND 2X4 BRACE IF (U.N.O.) I @ 16" O.C. UNLESS NOTED w �- Q R REQUIRED, SEE OTHERWISEO O Q _ x CHART I I ❑ I— F - 2x STUDS TYP. U a. I 1/2 THREADED ROD EACH SIDE OF A'A GABLE VERTICAL BRACING HEADER (CENTERED Win TOP PLATE V—OR STRUCTURALENG: CFG / BAD R 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING:- — — EMBEDMENT INTO FOUNDATION ONLY Z @ BRG WALL LOCATIONS W/ UPLIFT w -STRUCT: BM Lf, 0 rrucrv. C r PT BOTTOM PLATE w - -- NOLE:GABLE BRACING IS TO BE SYP#2 OR BETTER ���G X JOB No. TM - 2142488 c = SCALE: AS INDICATED SA,NFORD DATE. 04/15/15 GABLE END FLAT CEILING (GE02 GABLE BRACING F09 WALL HEADER DETAIL w/ BOSTON HIP SCALE: 3/4" =1'-0" DETAIL SCALE: 3/4" =1' SCALE: 1/2" =1'-0" .SD3 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. COPYRIGHT MCD 2014: The informp p Y EXTERIOR WALL OR TRUSS 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" 2x DBL TOP 15 U (D 1 NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. 3/8 X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. 2 PLATE BEYOND MIN. /32 SHEATHING W z 0 SHEATHING PER PLAN ATTACH TO GABLE END STUDS W/ (2) 1/4"X 3'/2' W � 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. Lij o p ,QZZ CONNECTION PER PLAN � SIMPSON SDSSCREWS @16"O.C.MAX. ---------------- a aUJI Q NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS oI 'A' = NAIL Q IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 — — 6— — TF — 71— 7 IT 7I 4 SPACING zzzLEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. I I I I I ( I I I I I I O NAIL INT. W/ 8d COMMON !NAILS @ 6 O.C. U.N.O. ON PLANS I — I I — _I I —I I 0 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/211 A 1/2" @ 3" O.C. — — — 2X12 BOX HDR w/ 2x8's TOP & BOT., - - - - III I I I I I I I I WALL © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d FASTEN w/ 10d X 3" NAILS 6" O.C. 2X8 � SHEATHING q TO 2X12 AT WALL TO BE FASTENED TO `� III III I I I I I I I SPLICE SEE COMMON NAILS @ 3" O.C. (2) ROWS TOP & BOTTOM 1/2" 12 2x4 SYP #2 OR PRE-ENGINEERED I 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 � 07 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. W :71 SEE PLAN DESIGNED FOR SHINGLE ONLY III III II 4 II II MAX 1/8 SPACE _ } MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE U) BETWEEN PLAN I i 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/FLOOR SYSTEM - 1/8 GAP _— — �O v U_ PLAN • 0 (2) 1/4" X 4'/z" SIMPSON SDD _ — — — — — — _._ __-. S SCREWS @ 16" O.C. MAX.. U_ NAILING PER 4-0' MAX SCHEDULE PKT SGD _j ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3h 2x BOTTOM PLATE U_ SIMPSONSDS SCREWS @ 116" O.C. MAX. CUT TO FIT , 2X4 BLOCKING ATTACH PER MANUF. SPEC'S a BEYOND SEE PLAN 2X8 P.T. SYP. #2 TOP & IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE BOTTOM w/ 10d NAILS @-- LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS w > EACH END D01� SHED ROOF DETAIL NVF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION 0 POCKET PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. O SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" S G D w� TRANSOM SCALE: 3/4" =1'-0" z tl i la i i s r /r y4 CIL NOTES: ti h N ��® ®I 04 Ln 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ +•,, :�- W o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + ,. Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUALSPACE AS SHOWN FOR 3 -PLY " ( ) g IX PLATE LENGTHS MUST BE A7 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 O . , p OUTSIDE 2 2x4s 2x4 #2 SYP BLOCKING TO BLOCK OUT TOP PLATE PER DETAIL SEE TRUSS PLAN @ 24" O.C. w/ (3) 12d�.®m"" 4" � D FOR MORE INFO + .p - 2ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. NAILS EA. END ®�4a�«o®W°, ,,a J O 2 EDGE 3 EDGE 5 EDGE 10 ALONG w/ @ CONNECTORS _ /® �4a - � (SOLID BLOCK w/ 2x6) � 2x4 STUDS PIER DOUBLE 2X4 TOP PLATE 10d x 3" + + DOUBLE 10d 3" O.C. + ++ � @. FRAMING PLAN 10d x 3 + + + 60 TOP SPLICE COMMON a O .° 2x8 #2 SPF VERTICAL @ W • o 0 o O w z 4 24" O.C. w/ EXTERIOR _j 48• w 3" w w U in Q L) 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d C) 48 MSN L0 in ��� in 4 1/2" n¢ cai> (4) 12d NAILS INTO TRUSS & (3) 12d NAILS EACH BRACING 1'� \ 'Al 10d x 3" - TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p rr� 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL Z Oco 2x8 STUDS \_1 Oil x 3" v, M X TOP SPLICE COMMON z z N O TRANSOM BETWEEN LINTELS ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP C9 OPP. SIDE ¢ Q o v SEE PLAN FOR -, Z - ' z o. Q LINTEL INFO a C PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I I cn I I I I z 10d x 3" SLOPE AS REQ'D ¢ a o d EA. SIDE) TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 _ OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS EXTERIOR CONDITIONS TOP PLATE 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12" u 2x8 STUDS PER d COMMON ° O.C. SPACED EVENLY O FRAMING PLAN VERTICALLY t!1 '"*"✓ p„1 Cyd U BOTTOM SPLICE OPP. SIDE- CL DISTANCE PER PKT. SGD OVER STUD TOP PLATE TRANSITION DETAIL 2x6,, ATTACHMENT BY - 0 Q (2) 2X4's (2) 2X6's BUILDER (2) 2X8's 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8” O/C NAILS @ 4 O.C. TO 2x4 MEMBERS o! STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2x�S W 4FO TYP. BRIG WALL TOP PLATE SPLICE(WFO" W Q o0 SCALE: 3/4"=1'-0" 2X BUILT-UP STUD (3) or (4) 2x COLUMN rPSO2 SECTION AT POCKET SCALE: 3/4" V-0" DETAIL SCALE: 3/4" V-0" SEE ROOF SHEATHING, o U) Z STRUCTURAL SHEATHING PLAN NAIL PER PLAN (2) 2x TOP PLATE ATTACHED PER NAILING xxxx C0 SCHEDULE DOUBLE TOP PLATE WO W a8 (2) 2x BUILT-UP COL. OR SIMPSON EACH STUD 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @E ♦, 2x4 #2 SYP CONT. w/ (2) 16d zNAILS @ EACH END BLOCKING @ Q W U' � COMMON NAILS EACH STUD OR a 24" O.C.w/ (2) U W ( 16d END NAILS F TRUSS MEMBER, TYP. MAX.24" SIMPSON LSTA30 w/ O 0 PRE-ENGINEERED w (22)10d NAILS (ALL CORNER O.C.). IF MASONRY, USE (2) 1/4' ROOF TRUSS - SEE CONDITIONS STRAP J TAPCONS w/ MIN. 2" EXTERIOR SHEATHING EACH END _ J � FRAMING PLAN FOR AROUND TALLER STUD) I - EMBEDMENT @ 24" O.C. SPACING NAIL PER PLAN _ Z • PRE-ENGINEERED ROOF TRUSS - o TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR 3: 16 CONNECTION MORE BRG. WALL INFO Hx x W W Q WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL SEE PLAN x x Z J Z�� SEE PLAN FOR STUD SIZE &SPACING. (2) 2x TOP PLATE a. a 2X8 #2 SPF VERTICAL @ 24" O.C.I_ Z O MIN (2) 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ O W (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING F- TRUSS U.N.O. FOR MORE ATTACHED PER NAILING U D02 LEDGER AT LOW ROOF SIMPSONtSTA24 1NFOR SCHEDULE END (4) 12d NAILS 4 W @ TOP & BOTTOM z W SCALE: 3/4" = 1'-0" ROOF SHEATHING ATTACHED PER Z III 3 III I II II II PANELS _j W _j X NAILING SCHEDULE III III TYP, AROUND III I I I I I I I I III II II II 2x STUDS BEYOND, O _� III OPENING -SEE PLAN FOR � 2X BRIGWALL SEE PLAN SIMPSON H3 CLIP (4) 10d NAILS FOR CONY. III III II II II II III I I I I I I I MORE INFO w = 0 FRAMED MEMBERS ONLY G a 71 71 W O IIII II II II II FOR STUD SIZE & SPACING. SHEATHING SPLICE, STUD I I II IIII co IX LINTEL SEE @ EACH VERTICAL IIII O II II II II o = 0 BETWEEN EXTERIOR 2x4 SYP #2 OR FASCIA PER COMMUNITY SPECSI I I II IIII ISI L _ I� Ili IL J -� w o U) m PRE-ENGINEERED ROOF PLAN ". = ----- J1— _LL_ — ----------- 0 U_ O N TRUSSES 24"OC MAX LL 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/FLOOR SYSTEM - 1/8 GAP _— — �O v U_ PLAN • 0 (2) 1/4" X 4'/z" SIMPSON SDD _ — — — — — — _._ __-. S SCREWS @ 16" O.C. MAX.. U_ NAILING PER 4-0' MAX SCHEDULE PKT SGD _j ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3h 2x BOTTOM PLATE U_ SIMPSONSDS SCREWS @ 116" O.C. MAX. CUT TO FIT , 2X4 BLOCKING ATTACH PER MANUF. SPEC'S a BEYOND SEE PLAN 2X8 P.T. SYP. #2 TOP & IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE BOTTOM w/ 10d NAILS @-- LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS w > EACH END D01� SHED ROOF DETAIL NVF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION 0 POCKET PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. O SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" S G D w� TRANSOM SCALE: 3/4" =1'-0" z tl i la i i s r /r y4 CIL NOTES: ti h N ��® ®I 04 Ln 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ +•,, :�- W o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + ,. Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUALSPACE AS SHOWN FOR 3 -PLY " ( ) g IX PLATE LENGTHS MUST BE A7 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 O . , p OUTSIDE 2 2x4s 2x4 #2 SYP BLOCKING TO BLOCK OUT TOP PLATE PER DETAIL SEE TRUSS PLAN @ 24" O.C. w/ (3) 12d�.®m"" 4" � D FOR MORE INFO + .p - 2ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. NAILS EA. END ®�4a�«o®W°, ,,a J O 2 EDGE 3 EDGE 5 EDGE 10 ALONG w/ @ CONNECTORS _ /® �4a - � (SOLID BLOCK w/ 2x6) � 2x4 STUDS PIER DOUBLE 2X4 TOP PLATE 10d x 3" + + DOUBLE 10d 3" O.C. + ++ � @. FRAMING PLAN 10d x 3 + + + 60 TOP SPLICE COMMON a O .° 2x8 #2 SPF VERTICAL @ W • o 0 o O w z 4 24" O.C. w/ EXTERIOR _j 48• w 3" w w U in Q L) 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d C) 48 MSN L0 in ��� in 4 1/2" n¢ cai> (4) 12d NAILS INTO TRUSS & (3) 12d NAILS EACH BRACING 1'� \ 'Al 10d x 3" - TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p rr� 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL Z Oco 2x8 STUDS \_1 Oil x 3" v, M X TOP SPLICE COMMON z z N O TRANSOM BETWEEN LINTELS ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP C9 OPP. SIDE ¢ Q o v SEE PLAN FOR -, Z - ' z o. Q LINTEL INFO a C PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I I cn I I I I z 10d x 3" SLOPE AS REQ'D ¢ a o d EA. SIDE) TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 _ OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS EXTERIOR CONDITIONS TOP PLATE 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12" u 2x8 STUDS PER d COMMON ° O.C. SPACED EVENLY O FRAMING PLAN VERTICALLY t!1 '"*"✓ p„1 Cyd U BOTTOM SPLICE OPP. SIDE- CL DISTANCE PER PKT. SGD OVER STUD TOP PLATE TRANSITION DETAIL 2x6,, ATTACHMENT BY - 0 Q (2) 2X4's (2) 2X6's BUILDER (2) 2X8's 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8” O/C NAILS @ 4 O.C. TO 2x4 MEMBERS o! STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2x�S W 4FO TYP. BRIG WALL TOP PLATE SPLICE(WFO" W Q o0 SCALE: 3/4"=1'-0" 2X BUILT-UP STUD (3) or (4) 2x COLUMN rPSO2 SECTION AT POCKET SCALE: 3/4" V-0" DETAIL SCALE: 3/4" V-0" SEE ROOF SHEATHING, o U) Z STRUCTURAL SHEATHING PLAN NAIL PER PLAN (2) 2x TOP PLATE ATTACHED PER NAILING xxxx C0 SCHEDULE DOUBLE TOP PLATE WO W a8 (2) 2x BUILT-UP COL. OR SIMPSON EACH STUD 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @E ♦, 2x4 #2 SYP CONT. w/ (2) 16d zNAILS @ EACH END BLOCKING @ Q W U' � COMMON NAILS EACH STUD OR a 24" O.C.w/ (2) U W ( 16d END NAILS F TRUSS MEMBER, TYP. MAX.24" SIMPSON LSTA30 w/ O 0 PRE-ENGINEERED w (22)10d NAILS (ALL CORNER O.C.). IF MASONRY, USE (2) 1/4' ROOF TRUSS - SEE CONDITIONS STRAP J TAPCONS w/ MIN. 2" EXTERIOR SHEATHING EACH END _ J � FRAMING PLAN FOR AROUND TALLER STUD) I - EMBEDMENT @ 24" O.C. SPACING NAIL PER PLAN _ Z • PRE-ENGINEERED ROOF TRUSS - o TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR 3: 16 CONNECTION MORE BRG. WALL INFO Hx x W W Q WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL SEE PLAN x x Z J Z�� SEE PLAN FOR STUD SIZE &SPACING. (2) 2x TOP PLATE a. a 2X8 #2 SPF VERTICAL @ 24" O.C.I_ Z O MIN (2) 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ O W (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING F- TRUSS U.N.O. FOR MORE ATTACHED PER NAILING U D02 LEDGER AT LOW ROOF SIMPSONtSTA24 1NFOR SCHEDULE END (4) 12d NAILS 4 W @ TOP & BOTTOM z W SCALE: 3/4" = 1'-0" EACH STUD Z EXTERIOR SHEATHING O _� 2X BRIGWALL SEE PLAN I G a 2x8 w/ (2) 10d NAILS W O FOR STUD SIZE & SPACING. SHEATHING SPLICE, STUD TRANSOM -------_ SLOPE AS REQ'ID U WINDOWS SEE C3 LINTEL SEE @ EACH VERTICAL O BETWEEN EXTERIOR PLAN MIN (2) 2X UNDER GIRDER TRUSS U.N.O.CIL SEE PLAN FOR ATTACH 2x TO BUILT-UP PLAN ". SHEATHING & BLOCKING g PT POST AS NOTED ( ) CONTRACTOR MAY ELECT TO BUCKET GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) J W ATTACHEDMENT O Z WALLBOARD I 1/4" X 4" TAPCONS @ 16" O.C. m SHORT SPAN BEAM INTO LONG SPAN AS JOINT, MAX. LINTEL SEE SPACED EVENLY VERTICALLY 0 BY BUILDER Q 11 INDICATED ON BEAM SCHEDULE. IF BUCKET O 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/FLOOR SYSTEM - 1/8 GAP _— — �O v U_ PLAN • 0 (2) 1/4" X 4'/z" SIMPSON SDD _ — — — — — — _._ __-. S SCREWS @ 16" O.C. MAX.. U_ NAILING PER 4-0' MAX SCHEDULE PKT SGD _j ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3h 2x BOTTOM PLATE U_ SIMPSONSDS SCREWS @ 116" O.C. MAX. CUT TO FIT , 2X4 BLOCKING ATTACH PER MANUF. SPEC'S a BEYOND SEE PLAN 2X8 P.T. SYP. #2 TOP & IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 OPENING SIZE PLACED FLATWISE BOTTOM w/ 10d NAILS @-- LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS w > EACH END D01� SHED ROOF DETAIL NVF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL PS01 HEADER SECTION 0 POCKET PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. O SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" S G D w� TRANSOM SCALE: 3/4" =1'-0" z tl i la i i s r /r y4 CIL NOTES: ti h N ��® ®I 04 Ln 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN+ +•,, :�- W o 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + ,. Z Z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUALSPACE AS SHOWN FOR 3 -PLY " ( ) g IX PLATE LENGTHS MUST BE A7 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" EDGE DISTANCE LEAST 8'-0" LONG. TYP. PROVIDE 2X4 ON TOP OF 2X8 O . , p OUTSIDE 2 2x4s 2x4 #2 SYP BLOCKING TO BLOCK OUT TOP PLATE PER DETAIL SEE TRUSS PLAN @ 24" O.C. w/ (3) 12d�.®m"" 4" � D FOR MORE INFO + .p - 2ROWS 10d @ 3" O.C. ATTACH W/ (2) 10d NAILS O.C. NAILS EA. END ®�4a�«o®W°, ,,a J O 2 EDGE 3 EDGE 5 EDGE 10 ALONG w/ @ CONNECTORS _ /® �4a - � (SOLID BLOCK w/ 2x6) � 2x4 STUDS PIER DOUBLE 2X4 TOP PLATE 10d x 3" + + DOUBLE 10d 3" O.C. + ++ � @. FRAMING PLAN 10d x 3 + + + 60 TOP SPLICE COMMON a O .° 2x8 #2 SPF VERTICAL @ W • o 0 o O w z 4 24" O.C. w/ EXTERIOR _j 48• w 3" w w U in Q L) 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d C) 48 MSN L0 in ��� in 4 1/2" n¢ cai> (4) 12d NAILS INTO TRUSS & (3) 12d NAILS EACH BRACING 1'� \ 'Al 10d x 3" - TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 10d NAILS p rr� 2x4 BEYOND AGAINST COMMON w @EACH VERTICAL Z Oco 2x8 STUDS \_1 Oil x 3" v, M X TOP SPLICE COMMON z z N O TRANSOM BETWEEN LINTELS ATTACH 2X STUDS TO TOP ATTACH 2X STUDS TO TOP C9 OPP. SIDE ¢ Q o v SEE PLAN FOR -, Z - ' z o. Q LINTEL INFO a C PLATE W/ (4) 16d NAILS ((2) ON PLATE W/ (4) 16d NAILS ((2) ON U I I cn I I I I z 10d x 3" SLOPE AS REQ'D ¢ a o d EA. SIDE) TYP. AT ALL EA. SIDE) TYP. AT ALL DOUBLE 2X8 _ OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS EXTERIOR CONDITIONS TOP PLATE 10d x 3" 1/4" x 3 1/2" TAPCONS @ 12" u 2x8 STUDS PER d COMMON ° O.C. SPACED EVENLY O FRAMING PLAN VERTICALLY t!1 '"*"✓ p„1 Cyd U BOTTOM SPLICE OPP. SIDE- CL DISTANCE PER PKT. SGD OVER STUD TOP PLATE TRANSITION DETAIL 2x6,, ATTACHMENT BY - 0 Q (2) 2X4's (2) 2X6's BUILDER (2) 2X8's 2x8 #2 SPF TOP & BOTT. w/ 8d (2) 2X COLUMN INSIDE PLY NAILS NAILED AT 8” O/C NAILS @ 4 O.C. TO 2x4 MEMBERS o! STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2x�S W 4FO TYP. BRIG WALL TOP PLATE SPLICE(WFO" W Q o0 SCALE: 3/4"=1'-0" 2X BUILT-UP STUD (3) or (4) 2x COLUMN rPSO2 SECTION AT POCKET SCALE: 3/4" V-0" DETAIL SCALE: 3/4" V-0" SEE ROOF SHEATHING, o U) Z STRUCTURAL SHEATHING PLAN NAIL PER PLAN (2) 2x TOP PLATE ATTACHED PER NAILING xxxx C0 SCHEDULE DOUBLE TOP PLATE WO W a8 (2) 2x BUILT-UP COL. OR SIMPSON EACH STUD 2x BLOCKING w/ (2) 12d 2X4 #2 SPF O SP2 @E ♦, 2x4 #2 SYP CONT. w/ (2) 16d zNAILS @ EACH END BLOCKING @ Q W U' � COMMON NAILS EACH STUD OR a 24" O.C.w/ (2) U W ( 16d END NAILS F TRUSS MEMBER, TYP. MAX.24" SIMPSON LSTA30 w/ O 0 PRE-ENGINEERED w (22)10d NAILS (ALL CORNER O.C.). IF MASONRY, USE (2) 1/4' ROOF TRUSS - SEE CONDITIONS STRAP J TAPCONS w/ MIN. 2" EXTERIOR SHEATHING EACH END _ J � FRAMING PLAN FOR AROUND TALLER STUD) I - EMBEDMENT @ 24" O.C. SPACING NAIL PER PLAN _ Z • PRE-ENGINEERED ROOF TRUSS - o TRUSS OR ROOF SYSTEM SEE PLAN FOR SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR 3: 16 CONNECTION MORE BRG. WALL INFO Hx x W W Q WOOD/MASONRY WALL OR TRUSS, 2X BRG WALL SEE PLAN x x Z J Z�� SEE PLAN FOR STUD SIZE &SPACING. (2) 2x TOP PLATE a. a 2X8 #2 SPF VERTICAL @ 24" O.C.I_ Z O MIN (2) 2x UNDER GIRDER DOUBLE 2x BLOCKING w/ O W (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING F- TRUSS U.N.O. FOR MORE ATTACHED PER NAILING U D02 LEDGER AT LOW ROOF SIMPSONtSTA24 1NFOR SCHEDULE END (4) 12d NAILS 4 W @ TOP & BOTTOM z W SCALE: 3/4" = 1'-0" EACH STUD _� 2X BRIGWALL SEE PLAN G a 2x8 w/ (2) 10d NAILS W FOR STUD SIZE & SPACING. LINTEL SEE @ EACH VERTICAL O MIN (2) 2X UNDER GIRDER TRUSS U.N.O.CIL SEE PLAN FOR ATTACH 2x TO BUILT-UP PLAN ". PKT SGD g PT POST AS NOTED ( ) CONTRACTOR MAY ELECT TO BUCKET CONNECTION w/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. ATTACHEDMENT O Z SHORT SPAN BEAM INTO LONG SPAN AS BY BUILDER Q INDICATED ON BEAM SCHEDULE. IF BUCKET O IS INSTALLED THE SHORT SPAN STRAPS � 1 SECTION AT DOUBLE BEARING4F14WALL STEP BEARING P SECTION S03 AT POCKET o p NOT REQUIRED. EXTERIOR BEAM AS NOTED�� _ �- �� SCALE. 3/4 -1 0 SCALE: 3/4" =1'-0" FRAME WALL SCALE: SLIDER 3/4" =1'-0" z Q W Z0 11 HTS20 CLIP FROM POST TO BEAM LAP BEAM PLYS AND NAIL AS SHOWN z ~ d' (5) 0.131 x 3 1/4" NAILS PER PLY Z HTS20 CLIP FROM POST TO BEAM ?:o„ eco„ H Z 0 J O -J EXTERIOR BEAM AS NOTED R<gp ROOF SHEATHING, O��R�9,o ROOF SHEATHING, T Q L PLAN VIEW @TOP OF POST TRS FASTEN PER PLANrR FASTEN PER PLAN ' O Q O / 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE o W 0 00 0 PT POST (AS NOTED) MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 TO + + OF ROOF SHEATHING z 2 N LEDGER LEDGER + + W PROVIDE (4)10d x 3.. PROVIDE (4)110d x 3" + + 0 V 0W Z X �. ABU POST NAILS AT JOINT NAILS AT JOINT U) W J "� �' Q BASE (AS NOTED) 10d NAIILS @ 4" O.C. 2X6 FACIA 10d NAILS @ 4" O.C. \' - 2X6 FACIA LU ? 0 <( 0 = o 5/8" THREADED ROD w/ PER -ENG TRUSSES PER PLAN PER -ENG TRUSSES PER PLAN a SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL @ H U [L • • NUT SET IN ADHESIVE SP4 TO EACH OVERHANG MORE INFO AND 24" O.C. w/ EXTERIOR o TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS CONNECTION 4° SHEATHING ATTACHED PER NAILING SCHEDULE STRUCTURAL ENG: CFG /BAD a II PER PLAN TO LEDGER PER PLAN TO LEDGER & (4) 12d NAILS EACH J Q DRAFTING. I d SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) °. TRUSS MEMBER 1- \ / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS @ 2x FRAME WALL PER PLAN 16d NAILS 116" O.C. •° LINTEL SEE PLAN Z W STRUCT: BM ------ -_ / INFO / 12 O.C. _ 0 W QC CHECK _.. CC ----- CONDITION @ CMU WALL CONDITION @ FRAME WALL PKT SGD ATTACHMENTlilLpG BY BUILDER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL ANJ:70j�o �, JOB No. --- TM- 2142488 - _--- SCALE: AS INDICATED SIDE VIEW @BASE OF POST D01 CORNER COLUMN FRAMING MF11 TRUSS SCAB DETAIL 1 NOT USED PSO4 SECTION AT S.G.D. " � DATE: --- ---- 04/15/15 ------ SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4 =1'-0" " ;. , D4 N nduplication, f n i 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, or o these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, INC. is strictly prohibited. m..,...... _ T _ 3/4" SHEATHING 2x STUDS@ 116" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. — SIMPSON LSTA30 STRAP F�<� SOLID SHEATHING TYP. (U.N.O.) SHEATHING PER PLAN (MAX 10° ANGLE) W/ (22) 10d Sy�FT @ HEADER 2x4 #2 SYP BLOCKING ATTACH PER NAILING EXT. FINISH SEE 1/2 PRE-ENGINEERED ROOF GYP. BOARD SHEATHING PER PLAN TRUSS - SEE FRAMING PLAN NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 1 O W @ 48" O.C. W/ (2) 12d SCHEDULE WALL ATTACH PER NAILING TOP PLATE MIN. 3", THEN X 1 1/2 @ 24 O.C. FOR LOCATION &SPACING I- 3/4 SHEATHING TYP.) 2x BOTTOM PLATE W/ 2x4 BOTTOM PLATE SCHEDULE RUN DOWN FACE OF JAMB (2) 2x SPF TOP PLATE Q TOENAILS EACH END 2x STUDS @ 16" O.C. SEE PLAN (U.N.O. SYSTEMA 42 FLOOR (2) 12d AT 12" O.C. DECKING PER STUDS/ HEADER � 2x BOTTOM PLATE W/ 2 12d TRUSSES 24" O.C. FLOOR NAILING ATTACH SHEATHING TO .• � U.N.O. ON PLAN P ANGLE O S @ RIBBON BOARD WITH (2) •EXTERIOR SHEATHING FROM 2x4 #2 SY AT 12 O.C. MAX. SCHEDULETOP OF WALL TO BOT. RIBBON, FL 2X HEADER - SEE 2ND AGAINSTTRUSS ROWS 8d NAILS @ 3" O.C. FLOOR PLAN FOR MIN. - - - --- -- ----- --- VERTICAL 48" O.C. PRE -ENG FLOOR TRUSS OR (4) 16d NAILS RIBBON STAGGER ROWS 1.5" TRUSS STRAP - SEE HEADER SIZE & Ill @ FIELD FRAME 2x4 KNEE WALL, === TO EACH TRUSS SIMPSO FRAMING PLAN FOR NAIL PER PLAN W/ (3) 12d NAILS EACH „ CONNECTIONS Ir - STUDS 16 O.C. W/ (2) 16d (2) 8d NAILS @ 3 o.c. META16 AT ATTACH SHEATHING TO (2) 2X SILL AT WINDOW w/ 2x « JAMB. STUDS Q END @ • ' CRIPPLE STUDS AT EACH END NAILS @ EACH END SEE WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) • NAILED TO STUD PACK w/ 10d NAILS-�-'��-- - -� IF HEADER IS UPSET Q SYS. 42 FLOOR CONNECTOR SCHEDULE FOR ____ EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN @ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: TRUSSES @ 24" CONNECTION ===_ SEE CONNECTOR SEE PLAN FOR SIZE • ATTACH SILL w/ (2) 1 O TOE NAILS- (1) 2x SILL PLATE w/ (2) w Z O.C. (MAX) O.S.B. TO OVERLAP SILL SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP AT EACH END OF SILL (MAX OPEN'G 1 O TOENAILS. 0 ATTACH RIBBON TOPLATE EACH TRUSS PLATE 1 1/4" (MIN.) GYP. CLG. BD. '. CONNECTION STUDS w/ WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS (4) 1/2" GYP. CLG BD OR �`' 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN O CL8d NAILS @ 3 O.C. WALL 2x BOTTOM RIBBON 16d NAILS (2) 5/8" TYPE "X" WHEN SHEATHING TO BOTTOM 1/2 GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ U IN GARAGE RIGID INSUL. BETWEEN . DECKING PER FLOOR .r" - (2) 10d TOENAILS. U PLATE BEARING DIRECTLY OR FRAME WALL • • NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & OPENING LARGER THAN Z V 2X4 PT SILL PLT. IF KNEEWALL P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ (10) 1Od TO STUDS & (8) 1/4" X '" (4) 1/4" X 2 1/4" TITENS IF FLOOR •" 4FT (2) 2x SILL PLATE w/ 0 U� 8 CMU WALL 8 CMU • • _ W NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO FLOOR TRUSS SEE TRUSSES ARE 20" TO 26" DEEP, A35 CLIPS EACH SIDE w/ Z) LINTEL COURSE. •; FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON �. 2x CRIPPLES @ 16" O.C. Q S1 2 STORY CONNECTION S1 2 S TORY CONNECTION AS, 2 STORY WALL CONNECTION USE SIMPSON MSTCM60 • CONNECTION INFO..; MSTCM60 STRAP w/(20) 16d SINKERS & • w/ (2) 1Od TOENAILS T&B p `, SCALE: 3/4" = 1'-0" STRAP W/ (20) 16d SINKERS & .. (14) 1/4" X 2 1/4" TITENS INSTEAD OF (PLYWOOD SHEATHING W SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" @ CANTILEVER (14) 1/4" X 2-1/4" TAPCONS FOR MSTA36 STRAP (IF TITENS ARE NOT IN ". REQ'D T&B) _j @PARALLEL WALL @ PERP. WALL TRUSSES 20" TO 26 DEEP • LL LINTEL COURSE OR INTO FILLED CELL SEPARATE SHEATHING (IF TITENS AMC NOT IN LINTEL SEE DETAIL WS11/SD5 USE 1/4" X 1 3/4" TITENS) U.N.O. .» o COURSE OR INTO FILLED CELL FOR MORE INFO UNDER WINDOW -- __.._ _ ___ USE 1/4" X 13/4" TITENS) U.N.O. •. o ' NOTE: • • f SEE DETAIL WS11/SD5 N > 2nd FLOOR WALL; SEE PLAN ��. FOR MORE INFO = W CONTRACTOR TO PROVIDE FOR MORE INFO. IF PROVIDE BLOCKING " STRAPS CALLED OUT WITHIN THIS DETAIL ARE • • BELOW JAMBS IF FLOOR ONLY REQUIRED WHEN INDICATED AS SUCH ON �.. � � ADEQUATE WATERPROOFING. SHEATHING IS NOT . • NO CONCRTE SLAB PERMITTED CONTINUOUS TO BOTTOM OF TRUSS IS NOT PRESENT �� THE STRUCTURAL PLANS OR WHEN THE FLOOR TRUSS, CONTRACTOR �" \ STRUCTURAL SHEATHING IS NOT CONTINUOUS MASONRY WALL SEE FROM TOP OF WALL TO BOTTOM OF FLOOR ;; O w TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE1111111 tZ STRAPS FROM EA. STUD TO IN A ROW (ONLY JAMB STUDS BETWEEN 2X TO BOT. RIBBONS, �'`������ TRUSS WINDOWS) CENTER WINDOWS MUST HAVE CONT.Lo + SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH"j ��®o Q Z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE Z LOAD PLAN FOR MORE INFO PROVIDE BLOCKING w ® - U a HANDRAIL BY OTHERS BELOW JAMBS ®n a Q IHEADER CONNECTION , Q Q W4SO GIRDER /COL. CONNECTION SO y �, �, % _ a_ SCALE: 3/4 —1-0 _' Ill I I DECKING ATTACHED PER R _ 2nd FLOOR ®� ®®®® �t,.. ��� w 3/4 PLYWOOD FLOOR @ 2nd FLOG @ SCALE: 3/4 —1 0 n�'� I NAILING SCHEDULE .SLOPE SLOPED BALCONY FLOOR w ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: TRUSS (12" TALL) (60/15/5 MIN. A ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES LOADING) W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF —; \ CL J' 1. MEETS ANSI/UL 790, CLASS R < S, SIMPSON LSTA30 w/ (22) A. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS TRUSS - SEE FRAMING PLAN �� 2. SECURE W/(4) NAILS E TO LEDGER h'F 10dBE C7 , 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1)F FOR LOCATION &SPACING FT AN NAILS (MAY 10 ANGLED UP TO 10°) 4. 1.0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN ° ° DOUBLE 2X TOP p a7�r.}'� 5. MIN. THICKNESS 0.0187 IN. SHEATHING e PLATE SOLID SHEATHING Q 6. CHROMATE TREATMENT ! HEADER ,L�•.�,i N EXTERIOR SHEATHING @ C"i c SEE WS11/SD5 FOR SIM. END • FROM TOP OF WALL TO ; PRE-ENGINEERED ROOF o BOTTOM RIBBON SIMPSON SP4 w/ (6) w J o TRUSSES @ 24" O.C. +: CONDITION TRUSS STRAP -SEE ° o ~ Z ATACHED PER NAILING 10d x 1 1/2" @ 24 O.G. a U , O a: LINTEL PER PLAN FRAMING PLAN FOR ° SCHEDULE EACH SIDE '� _ R-30 INSULATION "H CONNECTIONS o o OF WINDOW LOCATION 2x12 #2 SYP CONT. LEDGER W/ ° n ,� / (2) 2x SPF TOP PLATEU C�� TRUSS STRAP SEE ROOF PLAN (3) 1/4 x4-1/2 SDS SCREWS EQUALLY SPACED � o / Z Q ° ° 2 2X HEADER - SEE 2ND O VERTICALLY @ 24" O.C. AND @ ° ° (2) 8d NAILS@ 3 O.C. TO O EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR BEARING FROM T&B) TRUSS BELOW FLOOR PLAN FOR MIN. �- HEADER SIZE & IllSEE PLAN SEE WS10/SD5 FOR STRUCTURAL COLUMN JAMB STUDS CL Olin ADDITIONAL INFOL SEE PLAN FOR SIZE 2X BOTTOM PLATE W ALUM. DRIP EDGE \\-1/2" CEILING GYP. BD. p AND REQ D # OF DECKING PER DBL. TOP PLATE FLOOR NAILING STUDS FLOOR NAILING 2x CONT. SUBFASCIA° HDR. PER PLAN ° SCHEDULE SCHEDULE � VENTED ALUM. SOFFIT ° FLOOR TRUSS SEE ° FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW Z SECTION p FRAMING PLAN FOR SILL / FRAME DOWN INFO FRAMING PLAN FOR Q (D WINDOW AS SCHEDULED (BF01)SECTION AT BALCONY ° CONNECTION INFO CONNECTION INFO cn =_ W LLup T " O.C. SCALE: 3/4" =1'-0" \ p '� 0 Pill MIN 2x4 STUDS @ 16 Z 06 SEE PLAN FOR MORE INFO p TEXTURED CEMTITUOUS NOTE: 17- Q Z 1/2" GYP. BD. 1 SIMPSON LSTA30 STRAPS CALLED OUT WITHIN THIS DETAIL ARE U FINISH, 7/8" MIN. O ° THICKNESSSTRAP W/ (11) 1 O TO o ONLY REQUIRED WHEN INDICATED AS SUCH ON 2x BOTTOM PLATE w/ STUDS ABOVE PLATE THE STRUCTURAL PLANS OR WHEN THE \ SIMPSON LSTA30 w/J J (2) 12d AT 12 O.C. ENGINEERED ° (11) 1Od TO STUDS MID -SPAN BLOCKING TRUSS U.N.O. ° STRUCTURAL SHEATHING IS NOT CONTINUOUS ABOVE PLATE U.N.O. H U) v U.N.O. \ WHEN 3 OR MORE W NDOWS AREFROM TOP OF WALL TO BOTTOM OIN A OW (ONLYF FLOOR EJAMBD O R-11 BATT INSULATION - 3/4 O.S.B. FASTEN PER PLAN STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST 0 Q Ill FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN Z W Z R DEPTH AND DIRECTION FLOOR GIRDER OR J r�� FOR BEAM SEE PLAN < V J 0 0 FLOOR SYSTEM DRAFTO GIRDER /COL. CONNECTION4'SO HEADER CONNECTION o r SEE DETAILS ABOVE FOR STOPPING AT 11000 SQ FT REFER TO ROOF PLAN 2nd FI COR fl HIGH BEAM SCALE: 3/4" =1'-0" ¢ W N MORE INFO. MAX: DRAFT STOPPING FOR CONNECTIONS 2nd FL. HIGH BM. SCALE: 3/4" =1'-0" @ MATERIALS MIN THICKNESS @ W Z = SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. - 2 SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH W �— ATTACH TO FLOOR TRUSS REFER TO PLAN FOR O 0 Ill BEARING CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE IL w/ 8d NAILS AT 16" O.C. TOP BUILT-UP COLUMN INFO. SEE PLAN 10d NAILS AND BOTTOM CHORDS t PRE -ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 U IF NO FLOOR SYSTEM STRAPS CENTERED @ LINTEL AS PER PLAN FLOOR W/ (14) 10d NAILS Q INSTALL KNEEWALL & (4) 2X STUDS (3) 2X STUDS PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ C UNDER COLUMN ABOVE (2) 16d NAILS 6 O.C. ATTACH 2X STUDS p W SHEATHING PER PLAN / (2) 16d NAILS @ 6 Z `( - ATTACH PER NAILING 4u-O.C. WD. HD. HT. SCHEDULE, Z Z 11 SEE PLAN CONTINUOUS FROM ..__ . 70P OF TOP PLATE TO STANDARD CORNER A -A ' CALIFORNIA CORNER A -A 0 � � BOTTOM PLATE Z BAND JOIST & BLKG 2X4's @ 16" O.C. WINDOW AS SCHEDULED OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS BUILT TRUSS, SLIT COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN H FLOOR , TO LIT FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS T DECKING TO INSULATION ACCOMODATE STRAP IM TEXTURED CEMTITUOUS WOOD BASE BOARD I 1/2" DIA. THREADED ROD WITHIN GIRDER p (, O J Z FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER W J W •` THICKNESS ON CMU ' 3-1/2" CONC. SLAB (2500 I SEE BRG WALL/ 2 -STORY WALL PLAN (2) SIMPSON LSTA18 w "� i' O I p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. STRAPS CENTERED @ � 0 Q 0 _ OR FIBER REINF, CONE REFER TO FOUNDATION PLAN FOR FLOOR FRAMING � FLOOR W/ (14) 10d NAILS ON 6 MIL. VAPOR BARRIER i PLAN FOR FTG. INFORMATION SEE TRUSS SYSTEM INFO. � VERT. #5 IN FILLED CELL 3-1/2" CONC. SLAB LAYOUT FOR (2) SIMPSON META16 HANGER FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG / BAD FIN. Ill_ _ _ _ = MASONRY WALL ¢ ---- -- - SHEATHING FINISH J DRAFTING: -- a �... — ... • . � W/ TOP OF MASONRY z MASONRY WALL ATTACHED PER STRUCT: BM w 00 SEE SHEET SDI FOR FTG DETAILS A NAILING SCHEDULE p — — GRADE — QC CHECK. CC CLEAN COMPACTED w JOB No. TM - 2142488 POISON TREATED FILL TRUSS PER a�)i�n �c SCALE: AS INDICATED PLAN SANFOR0 ~ DATE: 04/15/15 AS04SECTION CORNER FRAMING AT-"S,WALL TO FLOOR -TRUSS 4SO TYPICAL WALL SECTIONASO 2 STORY COLUMN SCALE: 3/4" =1'-0,. SCALE: 3/4" =1'-0" 1'-0" SCALE: 3/4" =1'-0" SD5 2 STORY CMU /FRAME @GIRDER CONN. DETAIL SCALE: 314" = DESIGN OF WMR & ASSOCIATES INC. is strictly prohibited. n I 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 CONSULT NG & Y COPYRIGHT MCD 2014: The information contained in this document sp p y U) Z 0 I— 0 J A A O 0 1 2X 2ND FLOOR STUDS p W) 0 SEE PLAN FOR MORE w 0 00 0 INFO. 0 W) INSULATION ACCOMODATE STRAP IM TEXTURED CEMTITUOUS WOOD BASE BOARD I 1/2" DIA. THREADED ROD WITHIN GIRDER p (, O J Z FINISH, 1/2" MIN. 6" FROM COLUMN - TRUSS PER W J W •` THICKNESS ON CMU ' 3-1/2" CONC. SLAB (2500 I SEE BRG WALL/ 2 -STORY WALL PLAN (2) SIMPSON LSTA18 w "� i' O I p.s.i.) w/ 6x6 10/10 W.W.M. SECTION FOR MORE INFO. STRAPS CENTERED @ � 0 Q 0 _ OR FIBER REINF, CONE REFER TO FOUNDATION PLAN FOR FLOOR FRAMING � FLOOR W/ (14) 10d NAILS ON 6 MIL. VAPOR BARRIER i PLAN FOR FTG. INFORMATION SEE TRUSS SYSTEM INFO. � VERT. #5 IN FILLED CELL 3-1/2" CONC. SLAB LAYOUT FOR (2) SIMPSON META16 HANGER FLOOR TRUSS TO EXTERIOR STRUCTURAL ENG: CFG / BAD FIN. Ill_ _ _ _ = MASONRY WALL ¢ ---- -- - SHEATHING FINISH J DRAFTING: -- a �... — ... • . � W/ TOP OF MASONRY z MASONRY WALL ATTACHED PER STRUCT: BM w 00 SEE SHEET SDI FOR FTG DETAILS A NAILING SCHEDULE p — — GRADE — QC CHECK. CC CLEAN COMPACTED w JOB No. TM - 2142488 POISON TREATED FILL TRUSS PER a�)i�n �c SCALE: AS INDICATED PLAN SANFOR0 ~ DATE: 04/15/15 AS04SECTION CORNER FRAMING AT-"S,WALL TO FLOOR -TRUSS 4SO TYPICAL WALL SECTIONASO 2 STORY COLUMN SCALE: 3/4" =1'-0,. SCALE: 3/4" =1'-0" 1'-0" SCALE: 3/4" =1'-0" SD5 2 STORY CMU /FRAME @GIRDER CONN. DETAIL SCALE: 314" = DESIGN OF WMR & ASSOCIATES INC. is strictly prohibited. n I 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 CONSULT NG & Y COPYRIGHT MCD 2014: The information contained in this document sp p y COPYRIGHT MCD ZU14: I ne intormatlon contalnea m inis aocument is cvpyngnLeca anu is uic cAt�Iu,IVc NIVNuity vl lvl% lr,%-.�-wi-4w%a 1.%.0 %A 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SPI @ BASE. CONTRACTOR MAY USE LSTA19 OR MTS12 @ BASE. WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE O.C. SEE FRAMING PLAN FOR CONNECTION& uJ i - ARCHS NAILS @ 12" O.C. USE SIMPSON MTS12 OR SEE PLAN FOR WINDOW LOCATIONS ROOF SHEATHING SPACING. Q 2x8's @ 16" O.C. APPROVED BLDG. LSTA48 TO BLOCKING (WHEN WALL IS CONT. BRG ON ATTACH PER NAILING MAX (U.N.O.) WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ SCHEDULE HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" OCTO TRUSS BELOW) .. - --- - - - ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE #2 S BLOCKING (2) 2x4 #2 SYP BLOCKING (2 TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE FRAMING PLAN 2X4 CONT. W/ (2) 12d NAILS TO EACH STUD Q w MSTAM24 EACH SIDE Sx4 ATTACH PER NAILING SCHEDULE � OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 10d & SIMPSON H2.5 EA. — WALL BELOW W/ (9) 10d NAILS AND (5) PLATE w/ 1/2" EPDXY ANCHOR BOLT OR (2) 10d NAILS. UNDER WINDOW JAMBS TRUSS 2X6 #2 SYP CONT. LEDGER W/ (2) %4'x3" 2x8 #2 SYP SILL PLATE W/ Lu z L(2) 1/4"x2 3/4" TAPCONS .*' J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & %" EPDXY ANCHOR OR LU 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3" FROM EA. END - USE (3) SCREWS FOR 24" O.C. J -BOLT @ 32" O.C. W/ MIN. - 7" EMBEDMENT & 6" FROM OU BUILT-UP STUD COLUMNS PT 2x8 BOTTOM & 3" FROM EACH END TRUSS PLAN FOR CONNECTION INFO ° EACH END Z LEDGER PER PLAN PLATE O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 SEE PLAN RECESS LEDGER INTO °° SIMPSON LUS26. USE 4° p J CA W 1x PT NAILER (MIN.) TRUSS. VERIFY W/SHOP LUS26-2 FOR 2PLY TRUSS ° — = C) a LOW ROOF" SEE DRAWINGS m PT FURRING AS TRUSS PLAN FOR ° <. 2x8 LEDGER W/ MIN. (4) 16d NAILS °° C.M.U. WALL SEE PLAN Q (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF ' FOR MORE INFO. 0 ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) U- w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 4 ° ° MASONRY USE HETA16 OPT. TRUSS RECESS LEDGER J 8" CMU WALL EXT. FINISH, PER ARCHS @ 24" O.C.) 0 N /W' W (LD01 LEDGER AT GIRDER F02 WALL SPLICE E TION S1 S C COMBO rLD03 SECTION AT OPEN TO ABOVE O SCALE: 3/4" =1'-0" + + TRUSS SCALE: 3/4" =1'-0" LEDGER SCALE: 3/4.. =1'-d" rrr r + r r ► ®��v���A Mui DETAIL SCALE: 1 1 /2" =1'-0" N Ln w It C:a — O C -Q Z Z SIMPSON SP2 EXTERIOR SHEATHING 2X WALL W/ SI @ SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ 2X4 #2 SYP NAILER TO STUDS W/ w . � ` , r � � � V TOP & SP1 BASE. LSTA19 ATTACH PER NAILING @ MAY BE USED G EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCK ADJACENT SEE 2ND FLOOR WALL 3-16d @ EA. STUD. ATTACH TRUSS � TO NAILER W/ 3 10d TOE NAILS. , '; °� ► v°• � � Q < OR MTS12 SCHEDULE @ BASE. 16" O.C. FRAMING ATTACH PER 2x4 NAILER w/ 2 NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL �) ®® ®""° " 4 �- Q 2X8 @ -SEE NAILING 10d NAILS @ 16 O.C. SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR ® -j O 2 SYP BLOCKING W/ (2) 2X4 # S 2XBLOCKING W/ (2) 12d PLAN FOR MORE INFO. SCHEDULE NAILS @ 6 O.C. SHEATHING ATTACHED®�"r`i.Il I— } e�7 �(r, �� LL SIMPSON HUC24-2 EA. END TOENAILS EACH END 2x4 STUDS @ 16 O.C. PER NAILING SCHEDULE \ W/ (4) 10d & (2) 10d NAILS. USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD — - 2X8 #2 SYP CONT. LEDGER W/ w UNDER WINDOW JAMBS. NAILS @ 12" O.C. (5) 16d NAILS BRACE SIMPSTRUSSONOH2.5 _ (4) NAILS. ATTACH NAILS nJ `. • 2x4 BLOCKING BETWEEN STUDS 12d TOE NAILS SEE LD02/SD4 SIMPSON H10A EACH SI @ DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EACH LEDGER LEDGER INTO END OF EA. FLOOR TRUSS, O 24" O.C. MAX. (INSTALL (4) NAILS Q w/ (2) ADJACENT DIAGONAL, FASTEN 2x6 #2 SYP CONT. w/ (2) AT EA. SIDE OF G.T.) U EACH END FOR MORE INFO. ALL AD ROD TO DIAGONAL w/ (2) 16d NAILS %4'x3" SDS WOOD SCREWS @ 16" �� Z Z VIIIr M • @ 48" O.C. TRUSSES PER PLAN O.C. MAX -EQUALLY SPACED & 3 FROM END OF LEDGER USE (3) e 'c - SIMPSON LUS26 OR IF 2 -PLY c� II1'�t N U � o 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, SREWS IF 24" O.C. IS REQUIRED ° LEDGER TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER f a 0 • ' w/ 1/2" EPDXY ANCHOR WJ MIN, 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS RECESSED INTO SEE FLOOR FRAMING PLAN & ;..', F- CL z u O BOLT OR J -BOLT WALL BRACING @ 48" O.C. MAX. 45° FROM TRUSS. VERIFY w/ WS11/SD5 FOR MORE INFO. Q © EMBEDMENT @ 32 O.C. & 3 @ 6 O.C. HORIZONTAL (+/- 10) BRACE NOT REQUIRED SHOP DRAWINGS VERIFY PLAN FOR LOCATION U -: FROM EACH END (2) 2X4 TOP PLATE 6' FROM EAVES. AND DIRECTION (IF PARALLEL 8" CMU WALL, TYP. LL .= Q . PRE-ENGINEERED TRUSS - SEE WS10/SD5 FOR BLOCKING O ` U 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) INFO. Z • SEE FRAMING PLAN FOR ° C.M.U. WALL SPACING & CONNECTION SEE PLAN ° WITH ROOF LOAD OPT. TRUSS RECESS LEDGER O z INFO. °<. °• C.M.U. WALL PER PLAN 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 1/ LEDGER TO UPPER FLOOR WALL 16 > p 0 D_ Q AS, SECTION AT RAISED F SECTION AT OPEN ABOVE4Fl 2 STORY FRAME WALL rLD04 SECTION AT LOW ROOF W ry SCALE: 3/4" = l'-0., BRACING DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" = HEEL TRUSS SCALE: 3/4" -1'-0" E -- - Z SEE PLAN FOR DEPTH OF LANDING Q(� U A O Q LU PLYWOOD SHEATHING p aa STANDARD (3) 2X12 STRINGERS w/ SIMPSON OVER LANDING ATTACHED PER (GENERAL FLOOR CONSTRUCTION NOTES SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION QZ0 °ZSZtlj 4c Fje J 1 (2) 2x SPF .TOP PLANES I A35/USP MP34 CLIP TO FLOOR SYSTEM &2x8 - 12 PRE ENGINEERED WD O.C. u1 _ ~ G v • 1 I LANDING FRAMING #2 SYP JOISTS @ TRUSSES @ 24" Z OU LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 FIBERGLASS SHINGLES OR TILE VERIFY WITH ELEVATION ►_- -- w LL 0 I o QNI— (2) 2x HEADER SEE FLOOR 1 12x I STUDS SEE PLAN 1 OR LUS26 HANGER ON EACH SIDE TRUSS ANCHOR (SEE PLAN) Q J Z in I w o PLAN FOR MORE I I I (2) 2X12 REQ'D @ END OF U- z p O INFO I I I LANDING FOR STRINGERS. z� ROOFING FELT �� � I I I I I TO CONNECT TO w/ (2) o APA STRUCTURAL SHEATHING U N SIMPSON A35/USP MP34 w ATTACHED PER NAILING SCHEDULE Q W I I EACH END TO LEDGER SEE PLAN FOR MASONRY Z W B I I I WALL OR WOOD WALL oco MIN. (3) 2x STUDS REQ'D @ (2) 2x TOP PLATE _�O 2x SPF I END OF LANDING w/ MIN. (6)CL BASE PLATE 16d NAILS FROM LEDGER TO STUD PACK 2x8 #2 SYP (P.T. IIF MANSONRY 2 2x HEADER SEE PLAN FOR _ ? PRE-ENGINEERED FLOOR SYSTEM WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C.. MAX. TO O.H. SEE 2nd FLOOR PLAN FOR MORE INFO & CONNECTIONS O I I I KNEEWALL OR BEAM /`1 PLAN N 3/4" PLYWD. DECKING " \ /I E, n/ LANDING V VV @ EACH STUD. ((2) 1/4 x 3 1/2 TITENS @ 16" O.C. MAX. FOR MASONRY WALL) SEE ELEV. APPROPRIATE HEADER DETAIL WINDOW BEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING. FROM TOP OF WALL TO J z S Q ; Z O I (2) 2x SPF I I I TOP PLA TES MIN. 2x6 LEDGER TO RIMBOARD/ BOTTOM OF TRUSS/GIRDER SEE PLAN FOR = GIRDER TRUSS w/ (4) EQUALLY WINDOW ATTACHMENT INFO. IF WALL Q 0 C SPACED 1/2'x 4" BOLTS, TOE N 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE Q 0 I I I STRINGERS TO LEDGER w/ (2) 16d TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW � B I I I I FLOOR SYSTEM NAILS WALL SHEATHING IS STOPPED BELOW ROOF SEE LD02/SD4 FOR MORE INFO IF TRUSSES = Z 0 Z J 0 J 2x STUDS SEE PLAN I O 2 2x HEADER I PER PLAN LINE ARE PARALLEL TO WALL F— (/) R SEE FLOOR PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING 00 a LLI w 0 Y INFO I RISERS PLYWOOD FLOORING SEE SCHEDULE p Z 0 Go '0 1 FLOOR FRAMING PLAN I FOR MORE INFO O CV m 2x P.T. BASE PLATE SEE I I TREADS �' 2x BASE PLATE w/12d @ 24" O.C. WIII J BEARING SCHEDULE i I I -TO FLOOR SYSTEM BELOW U W FOR A.B. INFO I '_1w � �I 0 0 SEE PLAN FOR qC 0 Q 0 _ DIRECTION& MORE L , H H SEE FOUND. PLAN FOR FTG. REQ. 2x12 STRINGERS ONE _ INFORMATION -`— f1 A ON EACH SIDE AND - ~ Cl) „ �� AT OPENINGS LARGER THAN 4'-2" ATTACH 1/2 THREADED ROD SEE BEARING C A SCHEDULE ON FLOOR PLANS FOR TOP PLATE TO HEADER WITH LST/Al2 BENT O D ONE @MID -SPAN FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS LOCATION &CONNECTION INFO Q STRUCTURAL ENG: CFG / BAD _ _ __ __ _ _.... DRAFTING: MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE STUD AND (5) 10d NAILS INTO HEADER aUi�C7iN� Z � -sTK: CHECK. BM _. CC SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST W - , JOB No. TM- 2142488 DB JACKS / KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING P.T. 2x4 LET -1N @BASE TO o, � �'4�.. D SCALE: AS INDICATED OF STRINGERS. FASTEN F-- ..DATE: FLOOR w/(4) 1/4"x3" TAPCONS 04/15/15 EXTERIOR SHEATHING PROVIDE EX "Fl 2nd STORY INTERIOR BRG. (SR01 GENERAL LANDING & 4Fl TYPICAL WALL ATTACHED PER NAILING SCHEDULE SCALE. 3/4�_ l' -O" FOR EXTERIOR 2 STORY WALLS SCALE: 3/4" =1'-0" STAIR FRAMING INFO SD6 SECTION SCALE: 3/4=,-0. WALL & EXTERIOR ,-�Klr% o r,�c+inKi nE 1AIRAD Q AeenfrIATCe Mir Anv iieo Aimlir+�t�nn nr+ronefer of thacc+ rinriimants withniif the P_YnrpccAri writtan cnnsPnt of MONTA r.n,NS111 TING R DESIGN_ OF WMR &ASSOCIATES. INC. is strlCtly orohlblted. COPYRIGHT MCD ZU14: I ne intormatlon contalnea m inis aocument is cvpyngnLeca anu is uic cAt�Iu,IVc NIVNuity vl lvl% lr,%-.�-wi-4w%a 1.%.0 %A PARTY WALL OR CONTRACTOR TO STANDARD (3) 2X12 .11N. (3) 2x SYP #2 STRINGERS W/ MAKE PANELS WIDTH ELEVATOR WALL SEE CONSTRUCT PANELS PLAN TO SLIDE INTO THE ELEVATOR SHAFT w SIMPSON A34 CLIP TO OF ELEVATOR DOOR � STUDS LANDING @END THRU DOOR OPENING, �( OF LANDING W/MIN. (6) FLOOR SYSTEM 16d NAILS FROM MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY: f� LEDGER TO STUD W/ 8d RING SHANK PANELS 1 AND 2 TO BE PACK MIN 8" BEARING FOR NAILS @ 6" O.C. ON INSTALLED AND CENTER PANEL. ALL EDGE AND 12" O.C. IN SHIFTED OUT TO _.. .LINE UP 2xJOIST IN OTHER PANELS TO FIELD ALLOW FOR PANEL 3 _j LINE WITH MIDDLE BEAR ON LEDGERS (WHICH IS LONGER) TO Q STANDARD (3) 2X12 2x12 STRINGER TO BE ATTACH PLATFORM TO BE INSTALLED LAST Z STRINGERS W/ UTILIZED AS BLOCKING LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING � SIMPSON A35 / A34 SDS SCREWS @ 12" EVERYTHING U) CLIP TO FLOOR O.C. ON ANGLE TYP. TOGETHER. uj Z SYSTEM & LANDING LU O FRAMING 2xJOISTS @ LANDING FLOOR SY M z @ 16"O.C. W/ SIMPSON MID SPAN BLOCKING p a 1- A35 OR LUS26 HANGER W/ (2) 12d TOENAILS 0 z ON EACH SIDE 2X6 #2 SPF CONT. z V g LEDGER W/ (2) 1/4" X oLL 3-1/2'" SDS SCREWS @ � 2X6 #2 SPF RIM BOARD � W _ 6" MIN. RIMBOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO m C) 1 o STUDS OR FLOOR o JOISTS Q 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o p 12" O.C. W/ (3) 16d END END UNDER NAILS FROM RIM JOIST PLATFORM a75 O TO JOISTS W/ 2X6 MID U - SPAN BLOCKING w 2X6 #2 SPF @ 12 O.C. o - - --- -- _ MAX 6'-0 o -- - - - (2) 2x BEAM PER 2xJOIST (P.T. IF N SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO o SEE PLAN FOR = W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT z ADDITIONAL BEARING STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d WALL INFORMATION CONNECT TO. BEAM NAILS 16" O.C. MAX. Z MAX 6'-0"' TO MATCH JOIST @ � TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 914" z BUILT UP COLUMNS — ST04 ELEVATOR TEMP. FLOOR z 0jiII1111111 "TITENS @ 16" g MIN 7/16 FLOOR PLATFORM DETAIL �� '1i� ui BELOW TOENAILS EACH END C1/MAX. FOR m 3/4"=1'_0" -SHEATHING �® ».�w ��� a a co 10' MIN. ®� .e = N A -A PLAN VIEW 90 DEGREE TURN LANDING MASONRY WALL, ���Ln 2x4 CONT. TOP PLATE .+� �. " °: w o SEE SCHEDULE FOR MAX WIDTH OF LANDING 3Y2' ATTACH 70P PLATE TO 2x4 CO TOP PLATE Q Z 2x4 #2 SPF STUDS @ � STUDS W/ (2) 16d TOE' 3�," (ATTACH T ATE �& ' . U MIN. (3) 2x SYP #2 'fl 24" O.C. ,� (2) `°; aq w SEE ARCH PLAN 2"' NAILS STUDS REQ'D @ END 2x4 #2 SPF STUDS TOE NAILS r co ° ' MAX. 4 -0 ABOVE FLOOR OF LANDING W/ MIN. (6) 3/4 PLYWOOD OR OSB X X 24" O.C. W/ 2 12d �' �`w®. ��" r C"° `r SEE PLAN FOR DEPTH SHEATHING OVER O '� `°°�®�' _ O 16d NAILS FROM OF LANDING 2x6 VERTICAL 6'-0'" - NOTCH SILL PLATE TOENAILS BOTTOM 2x4 #2 SPF STUDS,@ ® `. ®��. _j _ LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL O.C. MIN. AND @ ANY 2x4 SILL PLATE w/ (2) /�I PACK PER GENERAL FLOOR FOR VERTICAL 24 O.C. EVERY OTHER OPENING. W/IN 10d NAILS @ 4 O.C. NOTCH SILL AND STUD TO BE - ® CONSTRUCTION PLYWOOD FLOORING HANDRAIL KNEEWALL (NOTCHED @ 2x6 ATTACHED TO I -JOIST U TO ALLOW VERTICAL NOTES VERTICAL LOCATIONS).. BELOW (OTHERWISE w 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR ATTACH W/ (2) 12d MID SPAN BLOCKING NAILS@ 4" O.C. FACE OF I -JOIST SHEATHING TO TOENAILS @ BOTTOM 2 TO MATCH JOIST PLYWOOD SHEATHING ACCOMMODATE 2x ) O O' DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING ATTACH 2x6 VERTICAL U STANDARD 3 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER 2x6 VERTICAL AND TO I -JOIST W/ 3 %4' x 3" 2x4 SILL PLATE W/ (2) p SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS 16d TOE NAIL EA. Q SIMPSON A34 / A35 � CONSTRUCTION SECTION X -X @ANY OPENING EQUALLY CONT. BRACE & 10d c,i CLIP TO FLOOR 2 o NOTES 2x4 CONT: TOP PLATE "� @ w ci 5 SPACED/CENTERED IN + ' + NAILS 4" O.C. TO tY O I SYSTEM & LANDING o z 16 O.C. ATTACH TOP PLATE TO 4� I -JOIST TO OUTSIDE + + FLOOR SHEATHING z FRAMING MAX BEAM @ END OF STUDS 2/ (2) 16d TOE '�`6 FACE OF JOIST +8 + a- o O LU NAILS + + ATTACH 2x4 TO I -JOIST p LANDING PER 00 2x4 #2 SPF STUDS DOUBLE I JOIST PARALLEL TO FLOOR + W/ (2) Ya"x3" SDS U Q = SCHEDULE @ w 24" O.C. W/ 2 12d SPACED &CENTERED Oa�a o Lu N.T.S. i� SCREWS EQUALLY ISI U �w TOENAILS BOTTOM 3 U) SEE PLAN FOR SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE '�`IN I -JOIST Z » ; MASONRY WALL OR FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN 8" WIDE WEB O 0 WOOD WALL STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR > SIMPSON A35 NAILS STIFFENER @ 48" O.C. O� Z F(@ EA. BRACE) W/ (2) d B B CONNECTIONS 2x4 #2 SPF SILL PLATE X I X ROWS OF 10d NAILS @ W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR Li O.C. 24" O.C. W/ (2) 12d I 2x4 SILL PLATE W/ (2) 3" O.C. NOTE: w MASONRY WALL OR TOENAILS BOTTOM I 10d NAILS @ 4" O.C. STIFFNER TO BE FRAME WALL BEYOND I (NOTCHED @ 2x6 FLUSH w/ OUTSIDE OF j (2 2x BEAM PER (2) SIMPSON LSTA24 VERTICAL LOCATIONS). 2x JOIST (P.T. IF STRAP (1 EA. SIDE OF NOTCH SILL AND SCHEDULE REQ'D BOTTOM CHORD @ 2x JOISTS PER ATTACHING TO STUD) EVERY 48" O.C. PLYWOOD FLOORING U) z END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT R j� (� �* p ('� TO ALLOW VERTICAL p STRINGERS TO 16"O.C. W/ SIMPSON LEDGER w/ (3) 16dy-y CROSS SECTION OF BEAM TO LEDGER TO SLIDE DOWN TO FLOOR BEAM CONDITION iii � J ^ $ �, CONNECT TO. BEAM A@35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. FLOOR BEAM SEE FACE OF I -JOIST U- LLI w TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4'" PLAN 2x6 VERTICAL AND Z N c$ M BUILT UP COLUMNS x 3 1/2" TITENS 16 @ 6'-0" O.C. & O 06 w z � r, @ ATTACH 2x6 VERTICAL L -BRACE O.C. MAX. FOR TO 1 -JOIST W/ 3 "" x 3". BELOW STRINGERS TO BE O �a @ANY OPENING Q � 0 U Z SDS WOO10MASONRY WALL) NOTCHED AT LANDING D SCREWS A -A PLAN VIEW @ 180 DEGREE TURN LANDING EQUALLY 2 „ -JOIST SEE PLAN P N ��� SEE SCHEDULE FOR MAX WIDTH OF LANDING SPACED/CENTERED 1N w W =) a I g (3) 16d TOENAILS I -JOIST TO OUTSIDE FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR _ Z Q < � W W E ST02 HANDRAIL CONNECTION AT FLOOR BEAM O BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING Q Z SEE ARCHS. FOR MAX. 2x8 8'-0" 12'4" RISE OF STEPS AND 2x6 3/4" O.S.B. W/ 8d NAILS (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 11'-0" (2) 2x12 2x6 -JOIST PER FRAMING (1)2x12 (1) 2x8 2x6 4'-01' PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-011. (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING (1)2x12 (1) 2x8 2x6 HEIGHT AND PLAN 2x4#2 SPF STUDS (3) 2x12 LAYOUT. HEADER 9'-01, (2) 2x12 2x8 WITHIN SUPPORT 8'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE @ 24" O.C. I 2x4 SILL PLATE W/ (2) (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND .ONE @MID -SPAN n (2) 2x12 n SUPPORT /""1 8"-0" /`1 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I VERTICAL LOCATIONS). ATTACHING TO I I I I MASONRY WALL) CONT ( LEDGER w/ (3) 16d 2x12 STRINGERS ONEIII I I I I NOTCH SILL AND NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @END OF LANDING FOR TO ALLOW VERTICAL STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO 2x L -BRACE W/ 12d TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4" p BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END L -BRACE @ 6'-0" O.C. & MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING Q Z (3) 2x12 2x8 8'-0" 12'4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1)2x12 (1) 2x8 2x6 4'-01' (3) 2x12 2x8 8'-01' 10'-011. (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" (1)2x12 (1) 2x8 2x6 5'-0" 2x4#2 SPF STUDS (3) 2x12 2x8 9'-01, (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5"_0"" @ 24" O.C. I 2x4 SILL PLATE W/ (2) (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 71-01' (1) 2x12 (1) 2x8 2x6 5'-0" 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d (2) 2x12 2x8 8"-0" (1) 2x12 (1) 2x8 2x6 5'-01" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: EQUALLY = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN, S F— 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDEDATE: 04/15/15 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS, SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 NG 0 S GN OF WMR &ASSOCIATES INC A d Ii f t f f th d m is 'tho t the ex ressed written consent of MONTH CONSULTING & DESIGN WMR MR &ASSOCIATES INC is stricti rohibited COPYRIGHT MCD 2014. The Information contained In th1S document IS copyrlghted and IS the exclusiVe property of MONTA CONSULTI DE I , , ny use, up Ica Ion, or rano er o ese ocu en wl u p , p , y to 3/4"=1'-0" N.T.S. w Z W I— Q Z �0ji r vi Le- 3%"OIL tt 2x4 CONT. TOP PLATE O SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO U STUDS W/ (2) 16d TOE Q LLu 2x4#2 SPF STUDS X, 71 X NAILS Q 2x6 VERTICAL @ 6 =0 „ @ 24" O.C. I 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O —� O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM d g . HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). _ (D KNEEWALL FOR VERTICAL NOTCH SILL AND Z PLYWOOD FLOORING Q TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p O NAILS @ 4" O.C•FACE L -BRACE @ 6'-0" O.C. & OF TRUSS z 3:Q @ ANY OPENING 2x4 CONT. TOP PLATE w Z tl (ATTACH TOP PLATE 1-_0 ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ O 3 Y" x 3" 3 /2 1 "" a .TOE NAILS 0 F- SECTION X -X N.T.S. SDS WOOD SCREWS _ Z Z O EQUALLY_ SPACED/CENTERED IN 2x4 #2 SPF STUDS @ I— J 0 J 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER �-, Vi Q u ATTACH TOP PLATE TOFACE OF TRUSS STUD TO BE O STUDS W/ (2) 16d TOE 3j" I ATTACHED TO TRUSS (� O NAILS I BELOW (OTHERWISE w 0 co SEE ARCH PLAN I ATTACH W/ (2) 12d z (D MAX. 4'-0" ABOVE FLOOR I TOENAILS @ BOTTOM) w 04 2x4 #2 SPF STUDS X X p I-- UJ J 0 z �- 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) to w J W (� TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. CONT. BRACE & 10d w - 13 0 (� ACCOMMODATE 2x I O Q _ SILL PLATE W/ (2) NAILS @ 4 " O.C. TO p I— w 2 NOTCH SILL AND .2x4 10d NAILS @ 4" O.C. FLOOR SHEATHING ? 12- ZPLYWOOD PLYWOODFLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). � ATTACH 2x4 TO TRUSS j STRUCTURAL ENG: CFG /BAD D TO SLIDE OWN TO I W/ 2 Y "x3" SDS O Q .... D RAFTING: __.... FACE OF TRUSS SCREWS EQUALLY SPACED & CENTERED w -STRUCT: BM ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p QC CHECK: CC . TO TRUSS W/ (3) Ya" x 3" L -BRACE @ 6'-0" O.C. & w - SDS WOOD SCREWS @ ANY OPENING ��iNn w JOB No. TM - 2142488 BASE PLATE PER FLOOR PLAN NOTE: EQUALLY = SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN, S F— 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDEDATE: 04/15/15 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS, SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL ST03 HANDRAIL CONNECTION AT FLOOR TRUSSES (ST01 GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 1 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) ST1 NG 0 S GN OF WMR &ASSOCIATES INC A d Ii f t f f th d m is 'tho t the ex ressed written consent of MONTH CONSULTING & DESIGN WMR MR &ASSOCIATES INC is stricti rohibited COPYRIGHT MCD 2014. The Information contained In th1S document IS copyrlghted and IS the exclusiVe property of MONTA CONSULTI DE I , , ny use, up Ica Ion, or rano er o ese ocu en wl u p , p , y to