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412 Treasure Ln 16-3075 (a)COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 200 AMP 5ERVIGE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. GENFRAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO FB.C.R. - 5TH EDITION (2014). NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. ' EXTERIOR WALL ENVELOPE: BUILDER IS RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.G.-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT LOT 24 THORNBROOKE 50 S NOT LIMITED TO, THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RESISTANCE OF THE EXTERIOR WALL ENVELOPE IS MAINTAINED. CEILING CON5TRUCTION: "All " I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A EDEN 111 3422 ELEVATION FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12,1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) 81023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R, - 5TH EDITION 12014) 8103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES GARAGE RIGHT SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND ASTM C 926. PER FB.C.R. 5TH EDITION (2014) R103b2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT WEEP SCREED OR PLA571C WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDE[) AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE51STANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER FB,C,R, 5TH EDITION (2014) R1031o3 WATERRE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE615TIYE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER FB.C,R. 5TH EDITION (2014) R103b.5 OR IN TAYLOR MORRISON ACCORDANCE WITH ASTM C 926. STUCCO CONTROL JOINT5: STUCCO CONTROL JOINTS TO BE IN57ALLED PER A5TM C 1063.06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. AND DELINEATE AREAS NOT MORE THAT 100 REDRAW NOTES 10-20-16 CREATED LOT 5PECIFIC PLAN FOR LOT 24 IN THORNEBROOKE 50'5, ELEVATION "A" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: GOURMET KITCHEN, TRAY CEILING IN MA5TER, FLOOR OUTLET, ADDITIONAL 5HOWER HEAD AND VALVE IN MA5TER 5HOWER, LAUNDRY TUB DOUGH IN, (�) RECE55ED CAN5, (6) CEILING FAN PRE -WIRES AND (3) BAR TOP PENDANT PRE -WIRES. REVISION NOTES 12-09-16 COMPLETED REV151ON5 TO INCLUDE: Ai REMOVED ALL NOTE5 FOR GA5 AT THE 911L ,=j DAVIS SEWS DESIGN GROVP DRYER DRYER. ro to ADDED OUTLET BY FRONT DOOR. DRAWING INDEX COV - GENE11 RAL NOTES, INDEX, SPECIFICATIONS 1 - SLAB INTERFACE PLAN 2A1 - MAIN FLOOR PLAN NOTES 2A2 - MAIN FLOOR PLAN DIMENSIONS 2B1 UPPER FLOOR PLAN NOTES 2B2 - UPPER FLOOR PLAN DIMENSIONS 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETS 3A1 - FRONT ELEVATION 3A2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 - FLASHING DETAILS 3A4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER DATE ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verifred at Slab Inspection �,5,DINC, SR OHO #16-307'5 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: I. 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: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2, APPROVED CORRO51ON-RE5I5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE6I6TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 81033. WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN IN57ALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOO[) DOORS NOT LESS THAN 13/8 IN THICKNE55, SOLID CORE (5.C.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL06ING DEVICE. FLOOD ZONE REQUIREMENT5: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE); I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND R9052b,1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYNG WITH ASTM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE N OR ASTM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R9052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR ASTM D 615115 REQUIRED IN ACCORDANCE ''WITH SECTION R9052.1. CLAY AND CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 89053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN AGCORDANCE WITH SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.15LR. - 5TH EDITION (2014) 890533 SHALL CONFORM WITH ASTM D 226, TYPE 'II; ASTM D 2626, TYPE II; OR ASTM D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD IS DETERMINED IN ACCORDANCE WITH SECTION 83012,13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) : I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE IN57ALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLLIL05E CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0,010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDES SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOUN5POUT5 SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES 062 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (04 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 FIN15HED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF 5ECTION511411.3. EXHAU5T FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVER)' MECHANICAL EXHAUST S)'STEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE 10.19 RAD BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION - WHERE A CLOTHES DRYER 15005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEE5. 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. 11109-19-1016 • JW NUMBER 26002.247 • CAD FILE LOT 24 7B ISSUED to -20-18 REW= 12-09-16 x 0 W 911L ,=j DAVIS SEWS DESIGN GROVP C ro to EST, 1994 F� O J h� N' Q �RNco r Lam = co �. La,; Q L • 0 0 0ON 2 0� 14L�dp C �~o Nrroh o�a z • JW NUMBER 26002.247 • CAD FILE LOT 24 7B ISSUED to -20-18 REW= 12-09-16 PaL C Cf) c ,ac z L-> U1v LSI C � a LL ®0e0no�j�i®, °° .� ct Q 0 r�� ®• z L� N >= 0-< 3422 • 11nE • COVER SHEET GENERAL NOTES OU COV 911L ,=j DAVIS SEWS DESIGN GROVP 150 STATE STREET EAST OLE SMAR, FLORIDA 34677 813.925.1300 TEL. 813,925.1800 FAX W W WDAVISBEWS.COM TAMPA • DENVER. EST, 1994 F� PaL C Cf) c ,ac z L-> U1v LSI C � a LL ®0e0no�j�i®, °° .� ct Q 0 r�� ®• z L� N >= 0-< 3422 • 11nE • COVER SHEET GENERAL NOTES OU COV 1, 10'-0" 1'-4" PAVER DRIVE / LEAD WALK 3'-8" '�- H.B. 53'-0" 56'-8" 12'-4" • x m w Y LO C U �0 too 0 � do vIM °� 0N0 OLDSMAk FLORIDA 34677 813.925.1300 TEL em N m r .>>JM W W W.DAVISBEWS.COM TAMPA ° DENVER EST. 1994 r-_ (0LL 0 0 J 0 I I� E _O V'L �CJ 50 GAL. �' t 0' N a+ 0 6. ) +� zr° II I W.H. I I PED. LAY I — � 10' 0" 16'-10" II 5' 7" 13'-9" 2'-10" � 8" GC. VERIFY ACRYLIC, ON LANAI AIR HANDLER 3/4" CONDENSATION LINES FROM DRAIN BY PLUMBER I I UPPER FLOOR 9 CJ. ------------------------ - i --------------------C.J_-- i � FLOOR OUTLET (VERIFY LOCATION) % �� I PITCH .9 ® 4" P.Y.C. — _---_— — TO DRAIN - L.T. i _ % PRE -PLUMB Lu G,C. TO DETERMINE EXACT 4' 4'-$ W LOCATION OF FLOOR OUTLET i PRIOR TO SLAB POUR PITCH i 0„ 116" / FT. i > V I ELEVATION AT 0'-0" (A55UMED) 514" 15'-8" M PAVERS 3'-8"' 6'-4" 21'-4" 9'-0° AA 3/4" RECE55 FOR ENTRY DR. 3A2 OoV PITCH 1/8" / FT, Lu - ------- l) AIR HANDLER PROVIDE CONDUIT / \ �� J _ LINE5PROM _-, UPPER FLOOR L — — J IN SLAB FOR SINK M 15'-2" 15LAND ELECTRIC Du1. 2'.7 W/ DISP -- " = 4" P.V,C, 7 II 311-011 25'-0" . _ r 31'-8" c = _ � 3/4" CONDEN5ATION rOPT.' PROVIDE UTATER �o A/C PAD I DRAIN BY PLUMBER REF.i LINE FOR ICE MAKER — I 8" C.M.U. WALL ABV. 3'-8" '�- H.B. 53'-0" 56'-8" 12'-4" JOB NUMBER 26002.247 CAD FILE LOT 24 TB • x m w Y LO C U �0 too 0 do vIM °� 0N0 OLDSMAk FLORIDA 34677 813.925.1300 TEL em N m r .>>JM W W W.DAVISBEWS.COM TAMPA ° DENVER EST. 1994 r-_ (0LL 0 0 J 0 N C 0 E _O V'L �CJ �' t 0' N a+ 0 6. ) +� zr° JOB NUMBER 26002.247 CAD FILE LOT 24 TB SLAB INTERFACE PLAN GARAGE RIGHT Y DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA ° DENVER EST. 1994 r-_ SLAB INTERFACE PLAN GARAGE RIGHT HATCHING LEGEND LOAD BEARING WALL INSULATE WALL T.O.M. 1140 1082 TYPICAL MASONRY TOTAL LIVING BOTTOM OF LINTEL I WINDOW SCHEDULE 9' 4" AT 8'-0" AFF. WINDOW WIDTHS AFF, 2713 0 20" 2111 T.O.M. z I u'-0" �Q I CALL-OUTSTZ o® I M G.C. VERIFY ACRYLIC . ON LANAI I I (D 26" 12 5H 1/2 32 5H 22 5H 32 5H I LANAI Z 10'-0"x26'-8" 9'-4" PLT. HT. LL M I c cv 0. T I 39" �a I 1/2 33 5H 23 5H 33 5H zP, r2° J 14 ca I T.O.M. v I 5H ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.BC.R. - 5TH EDITION (2014). T.O.M 26 SH. T.O.M. 26 SN. 1/2 34 TEMP. 5H. 2 - 26 5H. 9'-4" 9' 4" HD. AT 8'-0" HD, AT 8'-0" HD. AT 8'-0" HD. AT 84" A.F.F. 50 GA N.B. 1140 1082 TYPICAL MASONRY TOTAL LIVING X w WINDOW SCHEDULE 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 • 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM C WINDOW WIDTHS LANAI 2713 0 20" 2111 3711 53" J I— S.F. TOTAL 5Q, FT. WINDOW CALL-OUTSTZ M >JC Co (D 26" 12 5H 1/2 32 5H 22 5H 32 5H w Z 0 0 3�E LL M c cv 0. T _ 39" 0 13 5H 1/2 33 5H 23 5H 33 5H zP, r2° J 14 0 51"6 5H 1/2 34 5H 24 5H 34 5H Z 0 15 5H 1/2 35 5H 25 SH 35 5H F1 2" 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY M450NRY OPENINGS FOR ALL WINDOWS, cn w UJINDOW 51ZE5 AND INSTALLATION MAY YARY PER MANUFACTURER AND SPECIFICATIONS. 0REFER TO FLOOR PL4N5 FOR STYLE OF UJINDOU USED (SINGLE HUN6=51-1, CASEMENT- G5MT, OR FIXED GL455a F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.BC.R. - 5TH EDITION (2014). T.O.M 26 SH. T.O.M. 26 SN. 1/2 34 TEMP. 5H. 2 - 26 5H. 9'-4" 9' 4" HD. AT 8'-0" HD, AT 8'-0" HD. AT 8'-0" HD. AT 84" A.F.F. 50 GA N.B. ° JOB NUMBER 26002.247 CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED 1140 1082 S,F, Safi, TOTAL LIVING X w S.F. 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 • 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM C 10o LANAI 2713 0 J INo 34 5,F, 5ALCONI' 123 S.F. TOTAL 5Q, FT. N 2N M >JC Co s. Lm 0 0 12 �J10O 0 0 3�E LL M c cv 0. T 1_ . t *+ zP, r2° ° JOB NUMBER 26002.247 CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED e Ld ccja" er% cm PWDR, o z Q CD o- LINE OF SECOND PAVER DRIVE / LEAD WALKLn " DEN STORAGE I FLOOR ABV. of m 13'-4"x12 —0 mlet1 seed 9'-4" FLAT CLG. /IN5ULAtE — j— -T a�,`` d®���' u ABV. I I uj ®'�®`� ° •®e® •®°2. CLG,19®�Ci .w 8. x ° INSULATE I cr-ul � �t WALLS I ;%°`.,®« p FAMILY ROOM ----- of -0' x20-0" R/S GARAGE z I REFER TO SHEET 16 b °°'° ���• 0 X w /® •° ► !e `® 9'-4" FLAT CLG. (2)7 2 6x6 8 99' 44 PLT HT. z l a I P ANOW/ DMIENSIONOS ���° I 0 L.T. BENCH o STORAGE I KNEE WALL o UNDER I BELOW STAIRS PRE PLUMB STAIRS LANDINGg, 411 CLG. IPI36° H. CLG, MUD ROOM 1 LINE of SECOND 0 RAILING - UP �i 8f6 FLOOR ABV, CPT. TILE c 250R 36 H. L--------- LOW WALL 2 8x6 8 STAIR DATA: LANDING 2x8 L IS RISERS AT — 1,38" EACH 36" H. 36" H. CONTINUOUS 10.00" TREADS NEWEL P05TCLG. RAILING GRASPABLE LINE OF SECOND FLUSH FRAME I PAVERS TYP. FLOOR ABV. TO FURRING T.O.M. RAILING 3-0x8.0 9'-4" 9' 4" 2 STORY PANEL i A� BEIAD FR AFF, B CLG. CLG. DR ENTRY GPT. TILE 9'-4" PLT. HT. I AA 3A2 w COLUMN �o � I UTO CEILING - — — — ----------- ----- —_ 34"N. LLI---- I 36° H, KNEE WALL '- � — — — — — — ARCH FROM— -1 (- — — —`� -i - u u FLUSH FRAME COUNTERTOP 8' 0" TO TO FURRING _ — — — — — — e I I ARCH FROM G.C. VERIFY OPTIONAL — I I 8'-0" TO 8' 8" CROWN MOULDING — DINING x6 13'-o"x12'-0"BRKFST LIVING ROOM 10'-0"x12'-0' 9-4FLAT CLG. �a I I 15'-4"x1.2'-0" n N9'-4" FLAT CLG. D.W. WNDISP TALE 1 1 CPT. LINE OF SECOND I 9'-4" FLAT CLG. _ crI�— FLOOR ABV, KITCHEN _ A 9'-4" FLAT CLG. G ARCH FROM COOKTOP I 8'-0" TO 8'-8" 3'-6"x3'-6" 3'-6"x3'-6" W/ HOOD r — (5P -T. -1 A/C PAD AIC PAD -6' oOVEN/ I REF, i y�9 y O.H.G. O O o O.H.C, MICRO O.N.G. — L__—J I ----J tee, H.B. T.O.M. 2 26 5H. G.C. VERIFY CABINETS I/2 36 SH. I/2 36 SH, HD, AT 8'-0" HD. AT 8'-0" HD. AT 8'-0" ABOVE EXHAUST HOOD TO EXTEND UP TO CEILING. oT.O.M. LEGEND r4,4, 9'4' T.O.M. II' -0" T.O.M. >7 DESIGNATES 0 C.M.U. MA50NRY 5HEARWALL 01 MAIN FLOOR UF:f=ER FLOOR 1140 1082 S,F, Safi, TOTAL LIVING i DAVIS BEWS DESIGN GROVP S.F. 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813 • 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -� EST. 1994 c-�— e Ld ccja" er% cm PWDR, o z Q CD o- LINE OF SECOND PAVER DRIVE / LEAD WALKLn " DEN STORAGE I FLOOR ABV. of m 13'-4"x12 —0 mlet1 seed 9'-4" FLAT CLG. /IN5ULAtE — j— -T a�,`` d®���' u ABV. I I uj ®'�®`� ° •®e® •®°2. CLG,19®�Ci .w 8. x ° INSULATE I cr-ul � �t WALLS I ;%°`.,®« p FAMILY ROOM ----- of -0' x20-0" R/S GARAGE z I REFER TO SHEET 16 b °°'° ���• 0 X w /® •° ► !e `® 9'-4" FLAT CLG. (2)7 2 6x6 8 99' 44 PLT HT. z l a I P ANOW/ DMIENSIONOS ���° I 0 L.T. BENCH o STORAGE I KNEE WALL o UNDER I BELOW STAIRS PRE PLUMB STAIRS LANDINGg, 411 CLG. IPI36° H. CLG, MUD ROOM 1 LINE of SECOND 0 RAILING - UP �i 8f6 FLOOR ABV, CPT. TILE c 250R 36 H. L--------- LOW WALL 2 8x6 8 STAIR DATA: LANDING 2x8 L IS RISERS AT — 1,38" EACH 36" H. 36" H. CONTINUOUS 10.00" TREADS NEWEL P05TCLG. RAILING GRASPABLE LINE OF SECOND FLUSH FRAME I PAVERS TYP. FLOOR ABV. TO FURRING T.O.M. RAILING 3-0x8.0 9'-4" 9' 4" 2 STORY PANEL i A� BEIAD FR AFF, B CLG. CLG. DR ENTRY GPT. TILE 9'-4" PLT. HT. I AA 3A2 w COLUMN �o � I UTO CEILING - — — — ----------- ----- —_ 34"N. LLI---- I 36° H, KNEE WALL '- � — — — — — — ARCH FROM— -1 (- — — —`� -i - u u FLUSH FRAME COUNTERTOP 8' 0" TO TO FURRING _ — — — — — — e I I ARCH FROM G.C. VERIFY OPTIONAL — I I 8'-0" TO 8' 8" CROWN MOULDING — DINING x6 13'-o"x12'-0"BRKFST LIVING ROOM 10'-0"x12'-0' 9-4FLAT CLG. �a I I 15'-4"x1.2'-0" n N9'-4" FLAT CLG. D.W. WNDISP TALE 1 1 CPT. LINE OF SECOND I 9'-4" FLAT CLG. _ crI�— FLOOR ABV, KITCHEN _ A 9'-4" FLAT CLG. G ARCH FROM COOKTOP I 8'-0" TO 8'-8" 3'-6"x3'-6" 3'-6"x3'-6" W/ HOOD r — (5P -T. -1 A/C PAD AIC PAD -6' oOVEN/ I REF, i y�9 y O.H.G. O O o O.H.C, MICRO O.N.G. — L__—J I ----J tee, H.B. T.O.M. 2 26 5H. G.C. VERIFY CABINETS I/2 36 SH. I/2 36 SH, HD, AT 8'-0" HD. AT 8'-0" HD. AT 8'-0" ABOVE EXHAUST HOOD TO EXTEND UP TO CEILING. oT.O.M. LEGEND r4,4, 9'4' T.O.M. II' -0" T.O.M. >7 DESIGNATES 0 C.M.U. MA50NRY 5HEARWALL 01 MAIN FLOOR UF:f=ER FLOOR 1140 1082 S,F, Safi, TOTAL LIVING 3422 S.F. GARAGE 441 5.F, LANAI 2713 S.F. ENTRE' 34 5,F, 5ALCONI' 123 S.F. TOTAL 5Q, FT. 4299 S.F. MAIN FLOOR PLAN NOTES SCALE; 1/4" - I'-0" GARAGE RIGHT. 3422 •TITLE • MAIN FLOOR PLAN NOTES ° II 2A 1 II a G�q'_Olu MAIN FLOOR PLAN D ENSIGNS GARAGE RIGHT Im'-m" K m w 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW DAVISBEWS COM C ` U r0 0 OT 2do N ON I M II' -8" N d . r_ 8'-8" 10'-8" > >. C4 26'-8" • 00 roc r vJ�� � E�. C Q � = ro I N `r --------- — _ o�roti z° 9 _m d- N WDR. 0 :OD. 8" 9'-4"161-81, 6'-K/" 13'-8" 2'-8" 2m' -m" � I - DENN GARAGE LANAI FAMILY ROOM I o I I I I m I M I _ MUD ROOM I 3' Im" 6 _m 61-0 L--------- CIA c1% ENTRY N @ I � - I 101.0" 2I'-0" 5' 8" � 5' m" 5' 8" � 6' m" 15'-8" 3'-8" 6'-4" 4'-m" 7' m" 3' 8" 3' m" 12'-4" " 5'-8" I' 4" m I 21'-4" e — — — — — — — — — — ------ -------- -------- _ yo-. I II _ II —_—_------ DINING LIVING ROOM i i BRKFST 11 I I m fi KITCHEN _ I 11 I I i-— m 'O 1 _J fiQ Oo---- L — _ _ J 1 I 12'-4" MAIN FLOOR PLAN D ENSIGNS GARAGE RIGHT JOB NUMBER 26002.247 • CAD FILE LOT 24 TB ISSUED 10-20-16 REMISED s K m w 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW DAVISBEWS COM C ` U r0 0 OT 2do N ON I M er N d . r_ > >. C4 • 00 roc r vJ�� � E�. C Q � = ro I N o�roti z° JOB NUMBER 26002.247 • CAD FILE LOT 24 TB ISSUED 10-20-16 REMISED tv a z° 0 r LL Lr) 4S O �as ®o• Fs, �e �dV 'j o• 10 c . m r w.� moi` ¢r Z`- z zq 10 e••eeeOe ®C'r�V 0 zWLn 0 1-1 r*4 F� >= 0 <_ Fmm� OU 3422 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • DAMS BEWS DESIGN GROW 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW DAVISBEWS COM TAMPA • DENVER EST. 1994 tv a z° 0 r LL Lr) 4S O �as ®o• Fs, �e �dV 'j o• 10 c . m r w.� moi` ¢r Z`- z zq 10 e••eeeOe ®C'r�V 0 zWLn 0 1-1 r*4 F� >= 0 <_ Fmm� OU 3422 • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • y tea\ PROVIDE -J PAN AND DRAIN UNDER A.N.U. ALL EMERGENCY E5CAPE AND RE5CUE OPENING5 5HALL COMPLY WITH 8310 PER F.B.G.R, - 5TH EDITION (2014). * * * * * * G.C. VERIFY ADD RAIN 5HOWER 34" H. HEAD AND VALVE IN HAN5EN Y-ON44" TEMP F.G LOW WALL UNDER MA57ER 5HOWER CLEAR OPENING HEI6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F,B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEvICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F,B.GR - 5TH EDITION (2014) 83122 REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMEN510N5 42" H. RAILING FLAT HEADER AT V-0" AFF `- 42" H. FLAT HEADER RAILING AT 6-0" AFF. TYPICAL WOOD FRAME x W DAVIS BEWS DESIGN GROUP WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVI5BEWSCOM TAMPA • DENVER. Lo C WINDOW WIDTHS Q J c 20" 24" 36" 48" toWINDOW F — 221\\ CALL -OUTS 2 Lm- (D 20" 151$ F.G. 2018 F.G. 3018 F.G. 4018 F.G. ` oN� = 24" 1520 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 J 0��0 36" 1830 5H 2030 5H 3030 5H 4030 5H �t �� z 48" 0 1540 5H 2040 5H 3040 5H 4040 5H Z 60" 1850 5H 2050 5H 3050 5H 4050 5H r12' 1860 5H 2060 5H 3060 5H 4060 5H G.C. VERIFY ROUGH OPFNIN65 FOR ALL WINDOW5, Lu Lu WINDOW 51ZE5 AND I1\15TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGL€ HUNG -5H, CA5EMENT- C511T, OR FIXED GLA55= FG.) G.C. VERIFY ADD RAIN 5HOWER 34" H. HEAD AND VALVE IN HAN5EN Y-ON44" TEMP F.G LOW WALL UNDER MA57ER 5HOWER CLEAR OPENING HEI6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE 5UGH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FINI5HED FLOOR PER F,B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEvICES AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F,B.GR - 5TH EDITION (2014) 83122 REFER TO SHEET 252 FOR UPPER FLOOR PLAN W/ DIMEN510N5 42" H. RAILING FLAT HEADER AT V-0" AFF `- 42" H. FLAT HEADER RAILING AT 6-0" AFF. • JOB NUMBER 26002.247 • CAD RLE LOT 24 7B ISSUED 10-20-16 REVISED 12-09-16 x W DAVIS BEWS DESIGN GROUP CU 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVI5BEWSCOM TAMPA • DENVER. Lo C Q J c N� 2" " c(7) Lm- ?•;JM L ` oN� 5 �_T� J V 0 0��0 �t �� -c N L� (d� ZV a • JOB NUMBER 26002.247 • CAD RLE LOT 24 7B ISSUED 10-20-16 REVISED 12-09-16 UPPER FLOOR PLAN NOTES_ 5CALE: 1/4" - I'-0" GARAGE RIGHT • 777LE • UPPER FLOOR PLAN NO7E3 Li 2B1 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVI5BEWSCOM TAMPA • DENVER. �a EST.1994 0-- UPPER FLOOR PLAN NOTES_ 5CALE: 1/4" - I'-0" GARAGE RIGHT • 777LE • UPPER FLOOR PLAN NO7E3 Li 2B1 a UPPER FL OOR PLAN DIMENSIONS GARAG SCALE: 1/4" - I'-011 E RIGHT ' JOB NUMBER 26002.247 ' CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED • DAVIS B EWS DESIGN GROUP x w TAMPA • DENVER EST. 1994 C U 00 J N- �0w'do MN �N�'J� .J m Lm J T O 00 � E o � Cp u• L i O 6. I CC z lot ' JOB NUMBER 26002.247 ' CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED • TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 DAVIS B EWS DESIGN GROUP 150 STATE STREET EAST OUXWA L, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER EST. 1994 • TI TLE • UPPER FLOOR PLAN DIMENSIONS II 2B2 CORIAN - CAP TEMP. --- GLA55 VERIFY ORIENTATION PLYWOOD OF 5EAT WITH PLAN TUB DECK TILE 5EAT - J — sHaWER II 21-011 TUB / SHOWER TYP. SEAT LOW -WALL DETAIL 5CALE: 1/2" - I'-0" TRU55E5 rBEYOND l' BLOWN INSULATION -- ATTIC ACCESS DETAIL SCALE:: 1/2" = 1'-0" 42" H. LOW WALL OR — RAILING (GC. VERIFY) FLASHING BYE PLI-DEK 5/4X4 AZEK 1 OR EQUAL 3/E" 5EALANT BEAD - STUCCO "J" MOULD --- 5TUCCO FIN15H BITUTHANE / BUILDING PAPER CONC, LINTEL — (5EE 5TRUCTURAL 5HEET5) 5CALE: 1/211 : 1'-011 TOP RAIL TOP OF RAILING BALL16TER 5HIM A5 REQ'D. x co (GC, VERIFY r C 42" H'LOW WALL 10.00" EACH CASING STYLE) 2x 5TUD5 (PER BE SPACED 50 A 5TD. N' PLAN) 3/4" PLYWD. 5A5E 4" DIA, 5PHERE CABINET PA56 THROUGH ANY PECKING LINE OF > • : C4 BACKING 660') 1/2" DRYWALL CALI. TOP 42" H. LOW WALL OR — RAILING (GC. VERIFY) FLASHING BYE PLI-DEK 5/4X4 AZEK 1 OR EQUAL 3/E" 5EALANT BEAD - STUCCO "J" MOULD --- 5TUCCO FIN15H BITUTHANE / BUILDING PAPER CONC, LINTEL — (5EE 5TRUCTURAL 5HEET5) 5CALE: 1/211 : 1'-011 TOP RAIL TOP OF RAILING BALL16TER 5 TREAD5 AT x co (GC, VERIFY 150 STATE STREET EAST OLDWW FLORIDA 34677 813 _ 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM C 42" H'LOW WALL 10.00" EACH BALUSTERS 5HALL STYLE) OPT, RAILING BE SPACED 50 A N' 3/4" PLYWD. 4" DIA, 5PHERE CANNOT 4" DIA, 5PHERE .�0 PA56 THROUGH ANY PECKING LINE OF > • : C4 OPENING UP TO A HEIGHT 660') �')L• OF 34", 00 THE BOTTOM RAIL 5HALL 2 DIA. 5PHERE FLOOR 0 ro C O REJECT THE PA55AGE OF BOTT. RAIL SYSTEM � [ _1z__ A 2" DIA. 5PHERE TOP OF DECK RAILING DETAIL BUILDING PAPER TO LAP OVER METAL FLA5HING MIN, 2"x6", 26 GAUGE GALV. BONDERIZED "L -METAL" WEEP -SCREED FLA514ING —� PLI-DEK 5Y5TEM RUN METAL LATHE TO ICC -E5 ESR -2091 EDGE OF THE 5LOPE 6" HORIZONTAL 5URFACE 1/4� / FT, MIN, DRAPE "WR5" OVER 3/4" 055 SHEATHING EDGE AND DOWN PAST TRIM BD. ]] I I PRE-ENGINEERED EXTERIOR FLOOR J015T5 OR 2x CONV. FRAMING NOTE: FOLLOW MANUFACTURER'5 IN5TALLATION IN5TRUCTION6 FOR PROPER FLA5HING TECHNIQUES AND UNDERLAYMENT IN5TALLATION. Z 5CALE: 3/4" - I'-0" 2x EXTERIOR FRAME WALL PLYWOOD DECKING FLOOR J015T5 E" C,M.U. WALL EXTERIOR DECK DETAIL 5CALE: 1112" : 1'-0" ARCHWAY A5CALE: 1/4" STAIR NOTES: RAILING 5ALU5TER5 5HALL BE 5PACED 50 THAT A 4" 5PHERE CANNOT PA55 THROUGH, THE TRIANGULAR OPENING5 FORMED BY THE R15ER, TREAD AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A 5TAIRWAY ARE PERMITTED TO BE A 5UGH A 51ZE THAT A 5PHERE OF 6 INCHES CANNOT PA55 THROUGH OPENINGS FOR REQUIRED GUARDS ON THE 51DE5 OF 5TAIR TREAD5 5HALL NOT ALLOW A 5PHERE 4 3/E INCHE5 TO PA55 THROUGH HANDRAIL5 HANDRAIL5 FOR 5TAIRWAY5 5HALL BE CONTINUOU5 FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER. HANDRAIL ENDS 5HALL BE RETURNEE) OR 5HALL TERMINATE IN NEWEL PO5T5 OR 5AFETY TERMINAL5, HANDRAIL5 ADJACENT TO A WALL 5HALL HAVE A 5PACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS. CONTINUOU5 GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA I 51/4" CROWN MOULDING 5MOOTH FIN15H Ill/ SEMI GLO55 PAINT 31/4" BA5E BE). (1443) FOYER ARCHES B5CALE: 1/4" = I'-0" 5CALE: I/4" = I'-0` UNDER -STAIR PROTECTION ENCLOSED ACCE551BLE 5PACE UNDER STAIRS 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 50FFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 mmmmi ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F,B,C,R, 5TH EDITION (2014), 5 TREAD5 AT x co 150 STATE STREET EAST OLDWW FLORIDA 34677 813 _ 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM C 42" H'LOW WALL 10.00" EACH LANDING OPT, RAILING N' 3/4" PLYWD. cli .�0 y . , PECKING LINE OF > • : C4 660') �')L• 5TAIR5 BEYOND 00 `� ° a.00 FLOOR 0 ro C O E t SYSTEM � [ _1z__ BEAM 0��^ 'J NEWEL 10.00" POST — (TYP.) 2xE J015TZo z OL (TYP,) s p I v, O UA 2x STRINGERS � U a ZSTORAGE I 2x TREADS UNDER IL Ix R15ER5 (TYP.) 5TAIR5 10 TREAD5 AT 10.00" EACH LANDING STAIR SECTION. 5CALE: I/4" = I'-0` UNDER -STAIR PROTECTION ENCLOSED ACCE551BLE 5PACE UNDER STAIRS 5HALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY 50FFIT PROTECTED ON THE ENCLOSED SIDE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 mmmmi ALL GUARDRAILS AND HANDRAIL5 TO COMPLY WITH FBG 8301 AND TABLE 8301.5 PER F,B,C,R, 5TH EDITION (2014), ° JOB NUMBER 26002.247 ° CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED • x co 150 STATE STREET EAST OLDWW FLORIDA 34677 813 _ 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM C 00 N' cli .�0 y . , L. > • : C4 660') �')L• 00 `� ° a.00 .ww 0 ro C O E t 0��^ ° JOB NUMBER 26002.247 ° CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED DETAILS GARAGE RIGHT • TITLE • PLAN DETAILS • SHEET1p— 2C old • D1�VIS BEWS DAVIS DESIGN GROVP 150 STATE STREET EAST OLDWW FLORIDA 34677 813 _ 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • L7ENVER EST. 1994 �--� DETAILS GARAGE RIGHT • TITLE • PLAN DETAILS • SHEET1p— 2C old • 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED --- SAND FINISH TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.61 AND ASTM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -. 1'-0" GLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 2' 411 2" �o TYP. WINDOW/ DOOR TRIM DETAIL G.C. VERIFY ALUMINUM OVER 2X6 SUB -FASCIA (TYPICAL) PLT. HT Q) STUCCO �` E 07, FIN15H 6" BANDING - SECOND F.F. LINE _ T.O.M. DECORATIVE FIXED SHUTTERS (TYP.) TEXTURED 61 FIN15H eO MAIN F.F. LINE SCALE: 1/2" = 1'-0" 6� r a6 /"INGLE 12 DECORATIVE _ ROOF? 6� GABLE LOUVER /cu 6" LAP SIDING ITYR) a6 ROOF 7 SHINGLE /` ROOF 6" TRIM BD. 4" BANDING PLT. HT. SHINGLE RooF� i- DECORATIVE GABLE LOUVER 12 d- oao d- GRADE LINE -/4" BANDING (ASSUMED) F TEMP. FR. DRS, DECORATIVE FIXED SHUTTERS DAVIS BEWS DESIGN GKOVP (TYP.) TAMPA • DENVER EST. 1994 Fes_ - d- '- F.G. STUCCO a' FINISH SHINGLE ROOF 0 12 D6 SECOND F.F. LINE 4" BANDING �1 6" BANDING T.O.M. 42" H. ,.- TEXTURED STUCCO I4 -- RAILING 6" BANDING FINISH ---- FINISH 8" BANDING 71 2.. ,-COACH LIGHT Op (TYP.) d g � TEXTURED FIN15H 4" BANDING MAIN FF. LINE RONT ELEVATION SCALE: 1/4" - I'-0" ELEVATION "A" GARAGE RIGHT • JOB NUMBER 26002.247 • CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED x 0 DAVIS BEWS DESIGN GKOVP LID to C U to0 JN0) O IN N' N2000) To , 7 �MLM Lo Lm • � c 00 °-J'oo 0�C0 E iL L7 0. In (� h 0� 0 TAMPA • DENVER EST. 1994 Fes_ - • JOB NUMBER 26002.247 • CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED uj M ri CID N 00 c) 0 Z Lr) a) C -� 11111 _2' NM ""1 0%%% i®4/sP�� 2 LL ;® a er'lll W rI 0 N 0 3422 • TITLE • FRONT ELEVATION DETAILS DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 92-5. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 Fes_ - uj M ri CID N 00 c) 0 Z Lr) a) C -� 11111 _2' NM ""1 0%%% i®4/sP�� 2 LL ;® a er'lll W rI 0 N 0 3422 • TITLE • FRONT ELEVATION DETAILS UPPER ROOF VENT REQUIREIMENTS VENTILATION CALCULATIONS ATTIC AREA =1918 SQ. FT, / 300 = 6.39 SQ. FT. X 144 = 921 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 460.32 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 4 HALF AT LOW SOFFIT / EAVE VENTS = 460.32 SQ. IN. ACTUAL SOFFIT VENTILATION = 587,6 SQ. IN, MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 240 SQ. FT. / 300 = 0.80 SQ, FT. X 144 = 115 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 57.60 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 HALF AT LOW SOFFIT / EAVE VENTS = 57.60 SQ. IN. ACTUAL SOFFIT VENTILATION = 48.5 SQ. IN. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT IF MORE SOFFIT INTAKE VENTING IS REQUIRED REFER TO SHEET "RVD" FOR BOTH TILE AND SHINGLE ROOF APPLICATIONS. G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS * * * * * ATTIC AREA = 273 SQ. FT. / 300 = 0.91 SQ. FT. REFER TO COVER SHEET X 144 =131 SQ. IN. GENERAL NOTES FOR ROOFING UNDERLAYMENT HALF AT UPPER 2/3 ROOF VENTS = 65,52 SQ. IN. REQUIREMENT5 FOR ROOF # UPPER 2/3 ROOF VENTS REQUIRED = 1 PITCHE5 LE55 THAN 4:12 HALF AT LOW SOFFIT / EAVE VENTS = 65.52 SQ. IN. * * * * © ACTUAL SOFFIT VENTILATION =157.7 SQ. IN. ------ \-----------------CD----------------I 3:12 6:12 �� --------------7�1111, Lu -A -fOFF-RIDGE VENT (TYP.) -� RIDGE I yj�y I 4� 6:12 I —, I s l I E.I w I I I I - I I I I ti� I I I I I �e --------------- 6:12aP�`� � HATCHING -- I iNDICATE5 RECE55 \Q 1 2 IN TRU55E5 FOR I TRAY CLG, BELOW I 6:12 , ,% (TYP) I 6:12 I I I f I I � I 6:12 ------- -------- LI - > > z w I I AA i 6:12 6:12 i y� 6:12 I I N I I � I I Li ------ ------ -I - - - - - - - TYP. GARAGE ROOF OVERHANG VENT REQUIREMENTS AT HIP VENTILATION CALCULATIONS (UN.O.) ATTIC AREA = 63 SQ. FT. / 300 = 0.21 SQ, FT. X 144 = 30 SQ, IN. ROOF PLAN HALF AT UPPER 2/3 ROOF VENTS =15.12 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 1 5C4LE: 1/8" -- 1'-0" HALF AT LOW SOFFIT / EAVE VENTS = 15.12 SQ. IN. ACTUAL SOFFIT VENTILATION = 36,4 SQ. IN. 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: Z TH15 DETAIL 5HOW5 THE TYPICAL THICKNE65 oc v, OF ALL R415ED TEXTURED FIN15H BANDING Lu - AND 5AND FIN15HED IKEY5TONE5 (WHERE > APPLICABLE) IF THICKNE55 15 TO BE 'u DIFFERENT IT WILL BE CALLED OUT AT w 5PECIFIC KEYNOTE GALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING " APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103-6.1 AND A5TM G 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND ASTM G 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE 5GALE: 3" - I'-0" CLEAR OPENING NEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INGHE5 ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INGHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENIN65 THAT ALLOW PASSAGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UGH OPENINGS ARE LOCATED WITHIN 24 INGHE5 OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDE[), 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 (VERIFY W/ TRU55 MANUR> GIRDER 12 TRU55 a6 - - ROOF TRU65E5 12 AT 24" O.C. i- 6� (TYPICAL) ❑❑ E� LOFT _j­� BR.3 Q—FLOOR 5Y5TEM — CONIC LINTEL d ENTRY CID L %' FOYER 5HINGLE 12 ROOF 6D PLT. HT. _SECOND F.F. LINE T.O.M. MAIN F.F. LINE _ _ SECTION AA_ SCALE: 1/0" = 14" SHINGLE rpno K 12 rob / 2 �-SHINGLE 12 6 12 6 S ROOF TUCCO /7 FINISH 5COREE LSTUGCO 12 JOINT FINISH 8 � E6 — ; /5HINGLE ROOF /TEXTURED - FINISH 7 �u GRADE LINE — (A55UMED) LEFT ELEVATION SCALE: 1/8" : 1'-0" REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 LE65 THAN 4:12 0 3CONC E LINTEL REFER TO COVER SHEET GENERAL NOTE5FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 LE55 THAN 4:12 PLT. HT. _ STUCCO L O FINISH <* 5ECOND F.F. LINE 3 12 T.O.M. _ TEXTURED FIN15H MAIN F.F. LINE GRADE LINE (A55UMED) REAR E 5HINGLE a6 /SHINGLE 5HINGLE ROOF 6 12 ROOF PLT, HT. 5HINGLE E STUCCO ROOF * s* * FINISH TOM, BEYO D bill, 5ECOND F.F. LINE T.O.M. TUl LE 0o E 6' -TEXTURED 6' FIN15H MAIN F.F. LINE ATION 5GALE: 1/8" = 1'-0" 12 6� 5HINGLE 6 12 � 12 E6 ROOF SHINGLE � --5HINGLE ROOF 12 12 ROOF Q6 6� PLT. HT LT. HT. OPEN m /STUCCO /5TUCCO `* /STUCCO Ed FIN15H-�FIN15H 7 FINIS; 7 5HINGLE r ,S)�l � ROOF � 12 WINDOW 15 REMOVED 5ECOND F.F. LINE 6� $" 5ECOND F.F. LINE W/ OPT. BEDROOM 5 $ �3 5ECOND F.F. LINE cA T.O.M. ?v SHINGLE ❑ 1.011ROOF /TEXTURED /TEXTURED 6' FIN15H FIN15H r TEMP. MAIN FF. LINE MAIN F.F. LINE GRADE LINE - (A55UMED) RIGHT ELEVATION_ 5GALE: 1/5" - 14" PLT. HT. _ DAVIS BEWS DESIGN GROVP OPEN 5TUCCo 0 x FINISH U 00 0-j N SECOND FF. LINE ■` .2N�M r ycq TEXTURED FIN15H 5TUCCo b FIN15H MAIN F.F. LINE ro41° J T O a6 /SHINGLE 5HINGLE ROOF 6 12 ROOF PLT, HT. 5HINGLE E STUCCO ROOF * s* * FINISH TOM, BEYO D bill, 5ECOND F.F. LINE T.O.M. TUl LE 0o E 6' -TEXTURED 6' FIN15H MAIN F.F. LINE ATION 5GALE: 1/8" = 1'-0" 12 6� 5HINGLE 6 12 � 12 E6 ROOF SHINGLE � --5HINGLE ROOF 12 12 ROOF Q6 6� PLT. HT LT. HT. OPEN m /STUCCO /5TUCCO `* /STUCCO Ed FIN15H-�FIN15H 7 FINIS; 7 5HINGLE r ,S)�l � ROOF � 12 WINDOW 15 REMOVED 5ECOND F.F. LINE 6� $" 5ECOND F.F. LINE W/ OPT. BEDROOM 5 $ �3 5ECOND F.F. LINE cA T.O.M. ?v SHINGLE ❑ 1.011ROOF /TEXTURED /TEXTURED 6' FIN15H FIN15H r TEMP. MAIN FF. LINE MAIN F.F. LINE GRADE LINE - (A55UMED) RIGHT ELEVATION_ 5GALE: 1/5" - 14" • JOB NUMBER 26002.247 • CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM&Mt, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 �--, x U 00 0-j N ■` .2N�M r ycq J co 0 0 ro41° J T O 0 C0 LI.t �rn a N Of o n Z1O�a • JOB NUMBER 26002.247 • CAD FILE LOT 24 TB ISSUED 10-20-16 REVISED GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • ELEVATION "A"3A2. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDM&Mt, FLORIDA 34677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 �--, GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • ELEVATION "A"3A2. u' BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST aF MATERIAL PER _VATIONS WITH APPROVED DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. 3RICANE STRAP PER OF FRAMING PLAN ERG. HGT IM. DRIP EDGE . FASCIA JTED ALUM. SOFFIT :ATH & EXT. FINISH NDOW FLASHING AS REQ'D WINDOW TRAM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED w CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE i AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL I f EXTERIOR FINISH WATER PROOF CAULKING I i PER BUILDER i PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING h�FgTh� FOLD UP WEATHER FR RESISTIVE BARRIER & TEMPORARILY SECURE RFS�S� WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 2 FOR OPTIONS) CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER i / EXTERIOR RESISTIVE SHEATHING BARRIER � TAPE / SILL PLATE 2 (ASSEMBLED 1 WINDOW) FLASHING � 2 � i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WALL COVERING 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING BUILDING WRAP BEYOND FLASHING. CEMENT PLASTER STOP WATERPROOF MEMBRANE 20" FLOOR TRUSS SEE STRUCTURAL FOR ° CONNECTORS �24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. ►a:E:��:�I�i�YiL1:��.' STUCCO "J" MOLD -7/16" O.S.B. SHEATHING TEXTURED CEMENT PLASTER FINISH 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY, PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/HAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FLASHING DETAILS N.T.5. • dff MdVYl dW 2600 • V& RIE NAMEOT 24 TB ./WM 10-20-16 FiR�W( x m DAVIS BEWS DESIGN GROVP CU toU) EST. 1994-� J I"O do N~ NMN�c�o NMIN�gJM= `1. ��L. C 2_T J V 0 c 0 E5% E �L roe , .. wt�ti o +� - z�v • dff MdVYl dW 2600 • V& RIE NAMEOT 24 TB ./WM 10-20-16 FiR�W( • TI TLE FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAK FLORIDA 39677 813.925.1300 TEL 813. 925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER. EST. 1994-� • TI TLE FLASHING DETAILS _­5NEATNIN6 i—TEXTURE —FIN15N COAT _-- BROWN COAT �,—SCRATCN COAT �-5ELF-FURRING LATH TWO LAYERS WRB SWEEP SCREED TERMINATE SELF ADHE5IVE FLA5HING AT LOWER N05E OF M.W.W.5. �-5ELF ADHE5IVE FLASHING �—MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING I °° NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW , — DOOR ROUGH OPENING - 3/4'A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOO�R RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) / \I / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD i 0., *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK e WALL SHEATHING /%i% '�' �j / CONT. GALV. "L" ASPHALT SEALANT: �� j j ��'- TEXTURED, PAINT'"^ i FLASHING PER EXTER. WALLFIIS AlN EXTEND MIN. OF 6" ��//���� OUTSIDE OF FLASHING/� �' MANUFACTURES j SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ` BY PLAN LOCATIONS) AT ENTRY SHINGLE OVEI 6' FLASHING WV \ CONT. GALV. ' i FLASHING PEF DIVERTER FLASHING �� MANUFACTURI MY I SPECIFICATIOI NS,. �� : `"°�_, `` OVER ROOF (ROOF MATERIAL PER SHINGLES W/- DRIP EDGE (ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FASCIA ---�" SECTIONS COVER SHEET) IUNDERLAYMENT (REFER TO AT ALL VERTICAL WALL WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER 1fA1► l OKYLIRM SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED WEATHER RESISTIVE ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING — ASTMC926 SELF -ADHERED FLASHING / APPROVED WEATHER -RESISTANT x BY LAPPING DOWN MATERIAL W/ METAL LATH IN i ACCORDANCE WITH ASTMC1063 OVER RIM JOIST AND UP f, DECORATIVE FINISH ALL INSIDE AND RELEASE PAPER WALL BY 6 IN. WILL NEED TO BE 7/16" O.S.B. MITER CUT AND 7/16" O.S.B. (BEFORE FOLDING, SCORE SHEATHING 03 RELEASE PAPER TO EXPOSE Q KEEP TOP EDGE OF WEEP SEAL TOPS OF JOISTS METAL SCREED 2" BELOW TOP OF ' UNDER DECKING i BLOCK 1 (SEE DETAIL WP07) , — DOOR ROUGH OPENING - 3/4'A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOOO�R RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR - SHEATHING 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) / \I / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD i 0., *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK e WALL SHEATHING /%i% '�' �j / CONT. GALV. "L" ASPHALT SEALANT: �� j j ��'- TEXTURED, PAINT'"^ i FLASHING PER EXTER. WALLFIIS AlN EXTEND MIN. OF 6" ��//���� OUTSIDE OF FLASHING/� �' MANUFACTURES j SPECIFICATIONS ROOF CRICKET: MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ` BY PLAN LOCATIONS) AT ENTRY SHINGLE OVEI 6' FLASHING WV \ CONT. GALV. ' i FLASHING PEF DIVERTER FLASHING �� MANUFACTURI MY I SPECIFICATIOI NS,. �� : `"°�_, `` OVER ROOF (ROOF MATERIAL PER SHINGLES W/- DRIP EDGE (ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FASCIA ---�" SECTIONS COVER SHEET) IUNDERLAYMENT (REFER TO AT ALL VERTICAL WALL WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER 1fA1► l OKYLIRM SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED ACCORDANCE WITH FLASHING SELF -ADHERED FLASHING — ASTMC926 METAL FLASHING 3-1/2" / APPROVED WEATHER -RESISTANT WEEP SCREED MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN i ACCORDANCE WITH ASTMC1063 SCORED -- f, DECORATIVE FINISH ALL INSIDE AND RELEASE PAPER BUILDING PAPER WILL NEED TO BE 7/16" O.S.B. MITER CUT AND 7/16" O.S.B. (BEFORE FOLDING, SCORE SHEATHING RELEASE PAPER TO EXPOSE KEEP TOP EDGE OF WEEP ADHESIVE AS SHOWN) METAL SCREED 2" BELOW TOP OF ' FLASHING i BLOCK UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN • IN ACCORDANCE WITH ACCORDANCE WITH 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER ASTMC926 ASTMC926 METAL FLASHING 3-1/2" APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT WEEP SCREED MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 f, DECORATIVE FINISH ALL INSIDE AND BUILDING PAPER BUILDING PAPER WILL NEED TO BE 7/16" O.S.B. MITER CUT AND 7/16" O.S.B. ,' SHEATHING SHEATHING KEEP TOP EDGE OF WEEP METAL SCREED 2" BELOW TOP OF ' FLASHING i BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED • DAVIS BEWS DESIGN GROVP / 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ,L--- MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CEMENT PLASTER IN \ * ® ° CAULKED ALL BUTT ACCORDANCE WITH p.c JOINTS NEED TO BE EMBEDDED IN ASTMC926 OVER WOOD ®°®°® ®° ° ®� ° SEALANT USING 2ND FLOOR VULCUM CAULK FOR ALL If CEMENT PLASTER OVER BLOCK 1ST SELF -ADHERED FLASHING FLOOR INSIDE CORNER ASPHALT BASED SEALANT APPLIED BEHIND FLASHING AND EXTENDING A MINIMUM OF 6" ABOVE VERTICAL RISE OF FLASHING AT KNEEWALL SEALANT HING DETAILS FLASHING W/ TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION 1' .--- CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH Y SPECIFICATIONS r, o >a°°`, OVER ROOF o.y�m SHINGLES W/ TAR :r r,r HOLD EXTERIOR ° FINISH 2" ABOVE y ROOF SHINGLE PER y " s CONTRACT Rvo `, r FLASHING RopF SEG N,METAL DRIP EDGE TO �q BE UNDER = � T,S�Q�9S'y/A. \ UNDERLAYMENT AT CAULKING �Fqs 1- 06 ��S `\ ROOF EAVES T72OSs�,Ls cK tiG, q<< tiq< \ RoaF s '?O0 O o�R` PyM�N „ sNv v Pe TYPICAL ROOF TO RSA a R' WALL FLASHING DETAIL qr To 5�N °° QMH C N� GOVRSs S� 2 X51 CIO RAKE METAL DRIP EDGE TO BE OVER — \ 5 —EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" FIGURE 2: WALL FINISH CERTAINTEED WINTERGUARD GABLE ENDS _II -- FIRSTSTARTERSHINGLE j WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ��'i TO USE IN 5TH ASPHALT SEALANT: W�0�� COURSE ABOUT 3/4" IF NO DRIP EDGE IS USED. EXTEND MIN. 6" ABOVE ��% ' ' EMBED EACH SHINGLE IN A 2" FLASHING DO NOT NAIL WITHIN 6" OF____ VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN ��'��� RAGING CEMENT. 6" HIGH SPECS. v v° ,r'`� DIVERTER CUT 2" DIAGONALLY OFF FLASHING / - / ' �/ GALV. 'L' FLASHING UPPER CORNER OF TYPICAL. TRIMMED SHINGLE ROOFING FELT \ / —CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST BLOCK SLAB OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING OUTSIDE CORNER 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW FINISH FLOOR SELF -ADHERED FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. IJ.P a: M N cm .dE oo N � � ,..-0 ® z Q _j �' 9 -1 LL. `®`r®`0®a1i 111///B�'OdCI �,. k d: 1, Luup : _j [E •0 ti co 0 0 0 Z 1 N 3422 • TITLE • FLASHING DETAILS Oki NOW 01 • SHEET • • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ,L--- X C 0 am LM Leeca 00 U To J , N0) 0000) N N � =jM �LL• 3 ti J O O cu 6,0 A'� Y�/ r 0++04 f0 o . ro'' aa IJ.P a: M N cm .dE oo N � � ,..-0 ® z Q _j �' 9 -1 LL. `®`r®`0®a1i 111///B�'OdCI �,. k d: 1, Luup : _j [E •0 ti co 0 0 0 Z 1 N 3422 • TITLE • FLASHING DETAILS Oki NOW 01 • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.92.5.1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ,L--- IJ.P a: M N cm .dE oo N � � ,..-0 ® z Q _j �' 9 -1 LL. `®`r®`0®a1i 111///B�'OdCI �,. k d: 1, Luup : _j [E •0 ti co 0 0 0 Z 1 N 3422 • TITLE • FLASHING DETAILS Oki NOW 01 • SHEET • UIP. / GF.L FOR ELEC. TWI MUCE METER COACH — — — — ------ LIGHT ® 200 AMF! GEAR ELEC PAIL � — — — — — � — - :CO"'— -. ,Q' PWDR. T�cr. I I A�, 7 FAMILY ROOM EIOR¢ GFL / i WXN.N / GC t0 DETEILhINE EXACT WE.w �' FOR OPT. / L LocATION aF R-OOR aIfLET Lon�i� J FANILIGHT R010-HNPRIOR TO SLAB P R / — — — — FOR opt . GFL I I <1 J F' �' \ �� WOK / DEN AT 4s' I I ROWH-N Iv OP . I , FOR OPT, W.ATDSI PC. ,.,.GARAGE FANILIGHTaw I I I l I LANAI ,Q- I 1 � 1 . IYI:RFY LOCAIIOW I I WALL . I GD.OPEIER MUD ROOM I ' To RouGH-N U FOR OPT \ LK,EIT ,- l L — _ , _ l� FANILIGHT :Q, I APG BUITCEI j�- WAN \ VY AT 48' LW 011 . W. GFL I I I I I I (2) Arc I I DISCOMr. L ---J PBDANI / _ I LP TO PRE -WIRE GG vW( SWCH LW 2 ENTRY / FOR DiBf'O,4L16------------------------- BELOW sNC 1 I GFI— —cil I -------- DINING III 1 1 , GFL FIRM NEW � LOCATION) LocATlow 1 1 .-....._ . III '�',u1.1�c,Frr BRKFST II i I J �-KITCHEN --� j Ij ( LIVING ROOM GF1. GFL GFL GFL 220v ( I I4 +" CH HOOD OUTL.Et 220V: MM. 414' (VERIFY) aTTLET (SINGLE OUTLET) MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT I x ELECTRICAL i<E4T- U �0 N �a EST. 1994 0 DUPLEx CONVENLENCE a1TLET ® SPEAKER (OPTI W u + DLPLEX OUTLET ABOVE comax ROUGH -N FOR OPT. CEILWS FAN W00 °' 0 0EATE PROOFDLPLEXOUTLET Wu.t GROUND FAULT INTERRUPTER DIPLEX OUTLET /> CEU.NG MOUNTED INCANDESCENT LW FMIRE IV co w HALF -SWI aw DUPLEX aw G ROUGH -N FOR OPT. CEILING FAN ••• F® SPECK PURPOSE OUTLET NOTES" iL_2j) DUPLEX OUTLET N FLOOR 1. PROAPE AND *TAU. GROUND FAV CIRdAT-INiEJMPM ICiF.0 X INDICATED W 710 vaLT OUTLET ON PLA* OR AS ITEM NO.4 AND 5 WAW NDICAIM I Wau. Slr n 2. UOA O1EF.RWSE NDICATED, WALL WOO AND RECEPTACLES AT INE J,3 TEREE 1 AY SWIU FOLLOIUNG EEK n ABOVE FINNED FLOOR: J.4 FOW40AY $IgTCEI SVA a B ... 42' p DM'ER SWTTC14 0003 ....14" TELi;PNCrE.. )4' (LN.ESS ABY COWTERTOP) CEILING MOUNTED LW FIXTURE TELEYISKM...I4" WALL MOUNTED INCAPpEW LW FTXTLIk£ T CABLE t� NCANDESCENIT LIr�1T FIXTI�ZE E 3. ALL 9hIOICE DETECTORS SHALL BE NARgU�RED INTO AN ELECTRICAL POIER LKEE FLXTURE WITH P GRAN °VE AND SHALL BE EQUIPPED WITH A MONITORED BATTY BAdW PROVIDE A/C AND INSTALL LOCALLY r�t�r_tn�a _ A MAN D16 XNW Q 06C F ♦� TRACKLW comes - S611ARE p c R UOR>:SW LK�FTT FIXTURE 4. ALL SA AND 20A RECEP?AC1Eb N SLEE'NG ROOMS, FAt�LY ROOMS, DINING X44 APG V COPPER TO RM, LW RO", PAKM, LORAW, DENS, RNRO", RE1✓REATION ROOMS, RFER TO FLOOR woe LIGHTS AND aITLETS fj EkFL4U6T FAN CLOSETS, HALL.I 0, AND SMIL.AR AREAS ULL REQUIRE A COhl3NMTkX TYPE AFr L PLAN FOR NOW MAN DEC. PANEL. v COPPER TO �+ E>a-LWlST FANA.IGFIi CON GINATION DEVICE AND TAMPER -PROOF RECEPTACLES PER NEMC 20 406JL AM. REpIIRI:D WATER HEATER ® ELECTR4G DOOR OPERATOR (OPTIONAL) 5. ALL SA AND 20A 120Y RECEPTACLES LOCATED N TEE GARAGE AW iWY �GFRGROIWD % COPPER TO RANGE ® C1411 E8 IOPtTONAU ROOMS SHALL BE GFJU PROTECTED (ON). SERVICE BY POIR COMPANY µCOPPER TO 5l8' GROUND ROD 13 PWEEUttGN SWRGH (OPTIONAL.) 6. IT IS TEE RESPONSE LrtY OF MLICENSED ELECTRICIAN TO THAT ALL ALSO 6SWI :E TO BE BONDED 6C VERIFY ALL ® CA1�ON hIONOXIDE DETECTOR ELECTRICAL WORK 15 N FULL COhPl Loa WITH NFPA 1045, NE.0 20L F.BCR - TO FOOTING ST<El. RUE DETECTORS ® SMCKE DETECTOR 5114 EDITION (2014), APG ALL APPLICABLE LOCAL STAPDARDS, WW, APD TO BE HARD -WIRED SMOKE / CARBON MONO. COMBO DETECTOR ORDINANCES: M1140E (OPTIGNALI 1. EYERY WUILDN6 HAVING A FMIL-REL-BULLING HEATER OR APPLIAN'.'E, E L ECTRI CAL RISER DIAGRAM ®1ELE01OH (OPTIONAL) FIREPLACE, OR AN ATTOW GARAGE SHALL HAVE AN OPERATIONAL. CARBON FOR eMPNG 0 14"TAT �DEMCIOR INSTALLED WITFNN 10 W OF E. N ROOM USED NOTE: axMETER UcTRK:AI. MATERIALS AND NSTALLATION6 SHALL s p.ECTRIC Me B ALARMS SHALL RECENE MIR PRPW POWER FROM TAE BUILDING WIRING WHEN 01MY WV APPLICABLE PROYI8 M OF TAE NATIONAL. l)Wo#W MICH $a WIRING IS SERVED FROM TEE LOCAL. me UTILTTI : SUCH AL,AIW'16 SHALL HAVE am CODE, LOCAL.. CM, AND IEE LOCAL me ca lrANY: WERY BACW COMBINATION SMO WC4RBON MONOXIDE ALA" SHALL BE LISTED OR LABELED BY A NATIONALLY RECOMUED 1E51NG LABORATORY. UIP. / GF.L FOR ELEC. TWI MUCE METER COACH — — — — ------ LIGHT ® 200 AMF! GEAR ELEC PAIL � — — — — — � — - :CO"'— -. ,Q' PWDR. T�cr. I I A�, 7 FAMILY ROOM EIOR¢ GFL / i WXN.N / GC t0 DETEILhINE EXACT WE.w �' FOR OPT. / L LocATION aF R-OOR aIfLET Lon�i� J FANILIGHT R010-HNPRIOR TO SLAB P R / — — — — FOR opt . GFL I I <1 J F' �' \ �� WOK / DEN AT 4s' I I ROWH-N Iv OP . I , FOR OPT, W.ATDSI PC. ,.,.GARAGE FANILIGHTaw I I I l I LANAI ,Q- I 1 � 1 . IYI:RFY LOCAIIOW I I WALL . I GD.OPEIER MUD ROOM I ' To RouGH-N U FOR OPT \ LK,EIT ,- l L — _ , _ l� FANILIGHT :Q, I APG BUITCEI j�- WAN \ VY AT 48' LW 011 . W. GFL I I I I I I (2) Arc I I DISCOMr. L ---J PBDANI / _ I LP TO PRE -WIRE GG vW( SWCH LW 2 ENTRY / FOR DiBf'O,4L16------------------------- BELOW sNC 1 I GFI— —cil I -------- DINING III 1 1 , GFL FIRM NEW � LOCATION) LocATlow 1 1 .-....._ . III '�',u1.1�c,Frr BRKFST II i I J �-KITCHEN --� j Ij ( LIVING ROOM GF1. GFL GFL GFL 220v ( I I4 +" CH HOOD OUTL.Et 220V: MM. 414' (VERIFY) aTTLET (SINGLE OUTLET) MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT JOB NUMBER 26002.247 CAD FILE LOT 24 IB RUED 10-20-16 REVISED 12-08-16 I x DAVIS BEWS DESIGN GROUP U �0 N �a EST. 1994 CN' u W00 °' 0 0 =.Icm co 00 a J ••• 0% CO iL_2j) rt �M'�� Za° JOB NUMBER 26002.247 CAD FILE LOT 24 IB RUED 10-20-16 REVISED 12-08-16 E3:4422------ 71XE MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM TAMPA • DENVER �a EST. 1994 E3:4422------ 71XE MAIN FLOOR ELECTRICAL PLAN • SHEET • ELECTRICAL KE'r DUPLEX CONVENen OUTLET I DIN'LE)( Ot111ET ABOVE Cmm Imo. WAMR ROOF PAV OUTLEt per, GROUND FAULT wmim DUPLEX OUILET HALF-SWTCV DUPLEX OUTLET [0 SFEUAL PURPOSE OUTLET DUPLEX OUILET N FLOOR I� � VC71.t OUTLET 3 me-IUAY SWTCN 14 MM -WAY SP04 $D MONO CELNS N XM W AIA7ESCEWr LW RX RW MIALL MOUNTED NC44aCW LW RAND NWAPDESCW Lr*ff Wff a LIGHT WW W1N FULL C 4M •�� TRACK LW p IIOREB W LW FD(ft (� DN"T FAN + MOT FAKtl% r C"NATION ® ELEM DOOR OFERATOR (OPTIONAL) ® aaME6 (oPT1oNa.) v FtlSOMON SM (OF 1ONAU CARBON MONOXIDE PEIECTOR ® SMOKE DETECTOR ®Q SHOD I CANON NOVO. COMBO DEFECTOR I°Q T0.EPFIOPE IOPTIONAIJ [�j TELEVISION (OP?k7µW.) Q MRNOSTAT ELECTRIC METER ELECINC PAPP. -ANA DOCOME:CT OUT04 ® SPEAKIBZ (OFrIOPLAI-) %A ROUGH -N FOR OK CEILN5 FAN c '> CELWrs MOM NCAWESCEW LW RXftW My G J ROWN-N FOR OF? CEILNS FAN NOTES - 1. MVVDE AND WALL ISM FAV CMlt-NIERIIIlPIERS (GF.0 AS NPICAIED CN FLAWS OR AS ITEM N0.4 APD 5 MOW NDICATf:S. 2. WLE66 OHM NDICAVD, NSTALL MOO APD RECEPTACLES AT n FOLLOWNS MOM AGSM FNM' O FLOOR: CU�I.E ,, ".14' tE1EP40Pr:.. W A NLO A0V COUWTWRTOF) TELEMSIOK . W 3. ALL SMOKE DETECTOR SKALL BE W1SUM WO AN ELECTRICAL POWSit SMacE AW WALT. BE EQ PW ON A MONITORED BATTERY BACIQ P. PROVDE AND WALL LOCALLY CWFNSD SGL 4, ALL NIA ANP MA W:CWA Z N SL M46 ROOMS, FAMILY ROOMS, Pt" ROOMS, LMW ROOMS, FARlORS, LN9WARES, DENS, SLWWOI'L°i, RECR1rATION ROOMS, CLOSETS, WLLWAYS, APD SIMILAR AREAS WLL REQUITE A COP N3NATION TYPE AFDC). PEACE APD TAMM-PROOF rECEFrACLES Phi N.E.G. 2011406.12 AND 406.13 5. ALL PTA APO MA WV WOMACLES LOCATED N M GARASE AND UTILITY ROOMS SHALL BE GF= PROTECTED (G,FJ). 6. IT 16 TEE WI:SPMKITY OF THE LICENSED MEMO t0 ENSURi: THAT ALL ELECTRICAL UIORI:16 N FULL COMPLIANCE WIN N.FPA Ifo, NE+O 2011 F9 X - 51N EDMCN (1014), APD ALL APPLICil U LOCAL STAWARPS, CODE , AND ORDNANCE& 1. EVERY R LDNS NAM A FOSSIL-RJE1--BlNM WFATER OR APPLIANCE, FIIEPLACE, OR AN ATtAClW GARAGE SHALL NAVE AN OFERATMAL. CARBON MONOXDE VMCIOR WALLED W'tWI110 FW OF EACH ROOM USED FOR SLMM 8 ALA" SHALL RECEIVE THEIR PRMARY FM FROM THE WL.DNS WRNS M SWCW WRNS 16 SERVED iiaOM THE LOCAL FM OLIT Y SUCH ALA" SAW. NAVE SAT MY OAGQ6? COhN MTION MCEK,AR" Ma XDE ALAI SKAL L BE LIMED OR LABELED 13Y A NATIONALLY RECO UED IESTNS LABORATORY. GG VW ALL SMOKE PETECTM TO BE WIRD-WIAEP WW -IN. \ FOR opr. � �� . FANILIC#Ir �i ��, <i J BEDROOM 4 PIP BATH 3 A �-W LK41T5 CM FOR OF?. Y" SD FAWA-w LOFT \-Ag I OL'iC GF.I M. BATH aKraR ®__--- — — ——. E -I I- - - - - — — -� WUp WUSN N />7 FANIL- FOR Or I W �i ` , Rom -N I I I \ ( FORM F J ! MASTER SUITE \ COVERED I. BALCONY /I AR r DISC: ( I I ----------1 L-. - - J O ❑ DOW TO �PENPANr I IVERFY I LOCATION) I UPPER FLOOR ELECTRICAL PLAN GARAGE RIGHT JOB NUMBER 26002.247 CAD FILE LOT 24 7B ISSUED 10-24-16 RENSED 12-08-16 X l0 C 10 U o 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX WWW.DAVISBEWS.COM "PAMPA • DENVER. 0 J k� M W a� n ORriM 2 m >_;JM ;r ` G • 00 J � C O;�CO 3�E r=L�O% _ N � co Z'��°a JOB NUMBER 26002.247 CAD FILE LOT 24 7B ISSUED 10-24-16 RENSED 12-08-16 C)NNW w U) Y 0 0 z m � Z ,m=4 O� �O N 0 0 Fmm� .1 U. .3422 • 777LE • UPPER FLOOR ELECTRICAL PLAN 00 lu • SHEET4B • X2 1 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX WWW.DAVISBEWS.COM "PAMPA • DENVER. EST. 1994 ozz C)NNW w U) Y 0 0 z m � Z ,m=4 O� �O N 0 0 Fmm� .1 U. .3422 • 777LE • UPPER FLOOR ELECTRICAL PLAN 00 lu • SHEET4B • GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 P'SF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH"THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON. BRONZE OR COPPER, FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 1900 PSI) 2. MORTAR SHALL BE TYPE IM OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14, DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR. WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED, 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2500 Fb =3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 Fc 1= 900 Fc 1= 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE /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) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD, PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS, TRUSS DESIGN LOADS : TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 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 WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY, ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD 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'S (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 BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/21', NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND.EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 �/ WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O z (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 w (+) 19.0 (+) 19.0 50 (- 20.8 N 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5��5� P5 4 4 5 Y' a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS SHEET INDEX OF DRAWINGS SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER I DATE DESCRIPTION 1 6/1/2014 CREATED ELEV. A,B & C w/OPTIONS w I NTIALS HG .Z ]0 �F- i W �U W Q W ui +teCL v- oo Lu- 00 ci a CO 400 195Q U UJ ` ° duj Q ci '®ass®���,�1111�1 w a V O 0 c) Z Ofl6jf N C6 U �q'���q�i'u'�u� 3J o • w Z Q W U d o 0 C) LL O ii �lli O Uz �5 0 � O a. am u.i w J J Q U . W �/ W J z Q w 0 U) Lu - -- ---- --- tY � 11 Q N I NTIALS HG .Z ]0 �F- i W �U W Q W ui +teCL v- oo Lu- 00 ci a CO 400 195Q U UJ ` ° duj Q ci '®ass®���,�1111�1 w a V O 0 c) Z Ofl6jf N C6 U �q'���q�i'u'�u� 3J o • w Z Q W U d o 0 C) LL O ii �lli O Uz �5 0 � O a. am u.i w J Z (D W U J 0 06 w 0H M n E U' Q z �? u_ rn m Z 0 O❑C9co �wz�y J (1) W z Q 0 v8 (n 0 www o Z Z¢cnzz E O 0Q a Ix N H U-004 Z O 2 U . W �/ W J Z (D W U J 0 06 w 0H M n E U' Q z �? u_ rn m Z 0 O❑C9co �wz�y J (1) W z Q 0 v8 (n 0 www o Z Z¢cnzz E O 0Q a Ix N H U-004 Z O 2 si � 11 Q N C QLLJ Z J _ W 1 ONO M m j U0 W LL �- � 0 W '0 H�I- oo STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT - _ ... ... .... QC CHECK: MRB i JOB No. TM - 2153287 SCALE: AS INDICATED DATE: 11.09.16 si .• 1 A/C PAD FOUNDATION PLAN FOUNDATION NOTES. 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 3000PS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. _ 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN I MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O60"x160"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. w IT Z O_ �-z 00 W s F LO LU o U U (n (D w Z cl 0 _J 00 Q 0_ w O -- - _ J w w f— O U) Z O ®deo!®11111111111 ®' W M �C": s z see e•eV/I// ♦♦I ♦;� W co � f Z, e°e'�i i� J co d ; +ICmtJ = Z ° once a epi ® Z a § r •sees®�°e ® 0 -1 %as ®�s®/Alt 1111111�i"1*.. �' , m u - W J LU w U) STRUCTURAL ENG: CFG DRAFTING -STRUCT: TNT Q N J JOB No. TM -2153287 SCALE: AS INDICATED DATE: ~ li W J J n C, rn Z 0 W <Z �J� U LL O) 0 co Z Z 0 (_0 IZ! c J U) U) z(L00 WLu Q r 0 y U) 0 j� w w O 0NO Z O Q Q�zp p � a Z ¢ Q�w N Q � M m Z 0UN O � Q � 0 L 0 STRUCTURAL ENG: CFG DRAFTING -STRUCT: TNT Q N JOB No. TM -2153287 SCALE: AS INDICATED DATE: 11.09.16 i 0 W co WLu 0NO � M m V � Q � > w0 0 ' 0 i ry IZ STRUCTURAL ENG: CFG DRAFTING -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153287 SCALE: AS INDICATED DATE: 11.09.16 S2 IN 1'-4" 8'-8" 1'-0" 3'-10" 2'-4 5'-6" T-10" 2'-7" 2'-11" 6" T-2" 7'-0" 3'-6" 6'-6" T-8" T-8" 4'4" 5'-0" DOWEL LAYOUT PLAN SYMBOLS LEGEND INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.). INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. E INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. e INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. w Z O F= Z 00 w -c W o U U (n C� W Z_ D J_ m Q lY O J LL ` W W H (Y LL O z a s 00 y°�®® • �� Y o let T- OWS J p U 1 eti • WW CD•. Q 3= J Q•Q`� Q tttti0```�► m u - till w O o U � Z ^ O F --I a h yl N M u ci CL O z Q O U • NII N Ll- tl'li V O �l Z V d Cs U O z �1v O� IL a m ?I III Ile i Q 1. W J n Uri 0 t w ZI-M�' 8 Q ZS O ZU 0ti view p oc�� S w z J Z 08 Q 00 :s Z� w w o Z z z ¢cnzz E LL Qa --I 0 > J N J IN ¢ . Lu 1�1 N H Z LLwN OV O i > � O �W 2 ow° ?I III Ile 1. Uri � u a N 2 ow° wW 1 ] O C-4 O • m 0 J Z L)>-00 -- 0 F H c STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK MRB ............. ....... --- _----. - Li JOB No. TM - 2153287 0 SCALE: AS INDICATED DATE: 11.09.16 S3 SIMPSON MHBA3.56/16 SKEWED HANGER BEAM TO CMU WITH (2) 3/4" THREADED RODS & (18) 10d NAILS. THREADED RODS TO CMU WITH SIMPSON ET (EPDXY-TIE) ADHESIVE OR EQUIVALENT, 6-3/4" MINIMUM EMBEDMENT. BUILDER NOTE: MBHA3.56/16 HANGER SH/ BE SKEWED 45 -DEGREE TOWARDS BEAM. FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND change to a printing layer if req'd 9'-4" T.O.M. = 11'-0" T.O.M. INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. u W o U z W o C) Z m 0 O -- J u- ` W W H L- O U) z O ®®`®®®lillllll/��uj M } "�V�®®o•o� •••der 'e✓r LL OD U. ®= Z 0 LLJ e '> z ; -w IN �•�" z Qeereree m LL 41 W J ` d V 0 O U z MU: "u' H e Y Jfyr��3j C*40 IW- 0 Z a- U = O S? U W O r l I ��gtiG U z `./ O o Z �G O O a Qm LLI 0 Z U H ^ 0 LL rrLLnn CO -1 �' O V J Dov n z Z 06 W z ww- `�' ti E 0 LL� ¢ Z C-) U O H r, LU ID -� J U)wzao8 w �/ m ¢ = 0 ua) :s I=- z ZDto,w-Z° _ Z ¢ ¢�zp OO0 w O Q N N z W ~ U- C) o 0 O x J O H z W _ U)0 -- w U Fn) (D v z 0 z O w � o 0 w W ~ Q N uj0 z¢�� zZ0 0 h N uj W W � O � 1 o 0 c4 0 M m N_ wU 0 W _ z W � a0 0 O j U 13- Z 0 0 0 STRUCTURAL ENG: CFG ¢ DRAFTING: F_ z -STRUCT: TNT � F— -- QC CHECK: MRB 0 u W o U z W o C) Z m 0 O -- J u- ` W W H L- O U) z O ®®`®®®lillllll/��uj M } "�V�®®o•o� •••der 'e✓r LL OD U. ®= Z 0 LLJ e '> z ; -w IN �•�" z Qeereree m LL 41 W J ` d V 0 O U z MU: "u' H e Y Jfyr��3j C*40 IW- 0 Z a- U = O S? U W O r l I ��gtiG U z `./ O o Z �G O O a Qm LLI 0 Z U H ^ 0 LL rrLLnn CO -1 �' O V J Dov n z Z 06 W z ww- `�' ti E 0 LL� ¢ Z C-) U O H r, LU ID -� J U)wzao8 w �/ m ¢ = 0 ua) :s I=- z ZDto,w-Z° _ Z ¢ ¢�zp OO0 w O Q N N z W ~ U- C) o 0 O x J O H z W _ U)0 -- w U Fn) (D v z 0 O � o w 11 ~ Q N z¢�� zZ0 0 h N uj W W � O � 1 o 0 c4 0 M m wU 0 W _ W � a0 0 j U 13- H 0 STRUCTURAL ENG: CFG ¢ DRAFTING: F_ z -STRUCT: TNT W- -- - --- - -- QC CHECK: MRB 0 . ....... ---- -- w JOB No. TM 2153287 SCALE: AS INDICATED F- DATE: 11.09.16 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BWZ 16" SPF 1/2 THREADED ROD @ 48 O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 p If rd. PT. M s BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160p If 3rd. PT. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN i3W11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Mrd. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES IFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE ) 12d TOENAILS ARING WALL IS NOT CALLED OUT CONTACT E.O.R. F W" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD NECTIONS. CH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. READED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE qO (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN CO (4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. OQ 3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32" 8d RING SHANK .113" x 22 NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR 1S 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) (2)2x8 #2 SYP w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" ❑META16 1 META20 w/(7) 10d x 11" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x24" TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 El (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 F±lHTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS 5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 1 1 TO BEAM: SIMP. HUC410 w/(18)16d & H2.5A w/(10)8d FRAME TO FRAME 535 600 F7] MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 ~ 7" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d lfl HTT4 w/(18)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Q 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & $' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. OR 1290 1300 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) EPDXY MIN. 7" EMBED. CMU APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HTT4 w/(18) 16d x 22" NAILS w/$" EPDXY ANCHOR w/SIMP. M m 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12' SD SCREWS INSTEAD OF NAILS UJ V _j 0 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 o (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) Lo w 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS IRDER TO COL./ BEAM 9100 4095 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON GRAVITY:5085 GRAVITY:5085 23 TITENS & (10) 10d NAILS FRAME TO CMU UPLIFT:1810 UPLIFT:1810 24 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 CFG COLUMN J---- Q UPLIFT:3290 UPLIFT:3290 - _ 26 I-- LTT20B w/(10) 10d NAILS & $' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 Z -STRUCT: EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP, META16, U.N.O. ON PLAN AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3, CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG, WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT 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 IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 v TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4'x24" TAPCONS PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE ON MASONRY: SIMP. META16 JACKS @ EA. END KINGS @ EA. END TO POST: SIMP. HTS20 OR LSTA18 1 1 TO BEAM: SIMP. HUC410 w/(18)16d & 2 2 (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS 11 ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & ~ (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" 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 B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Q NAILS & (18)4'x24' TAPCONS O ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d W NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) v 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2'SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END 1'-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY, SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE, STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- , AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD, BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS - SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND 1/4"= 1 1-011 111111111111 Z �p 1 �U 0 LLI M i� o `neje d 'r Ld 00 LL ' 6 el{ Q U LIJ • , co �W i J J • �,• Z _ • O m U- W W W J \ IL V 0 O Z r C Co Iw- z Q U o O U d I v Z' LL O � J < � �I'"���I�•I,II,L�U Z O Z O z O MINOR OG. am Li I- U U) 0 LL LL U Lu O 0 Z �S W 0 pi E U Z 0 Z Z U) In LL W :D¢=OUa:A = Z < < zO E 0 W Q¢a N U J LLu Q _j p LL f- W QWO Z� Z LL n� (D v z 111111 0 LLI M i� o `neje d 'r Ld 00 LL ' 6 el{ Q U LIJ • , co �W i J J • �,• Z _ • O m U- W W W J \ IL V 0 O Z r C Co Iw- z Q U o O U d I v Z' LL O � J < � �I'"���I�•I,II,L�U Z O Z O z O MINOR OG. am Li I- U U) 0 LL LL U Lu O 0 Z �S W 0 pi E U Z 0 Z Z U) In LL W :D¢=OUa:A = Z < < zO E 0 W Q¢a N U J LLu Q _j p LL f- W QWO Z� Z LL n� (D v z 0 O 0 0 11 = ~ Q N Q Z O O Z H U) a LLQ W � O W 1 ONO o M m UJ V _j 0 LL >- o - Lo w Q F- U � STRUCTURAL ENG: CFG J---- Q DRAFTING: - - _ I-- Z -STRUCT: TNT QC CHECK: MRB _. ry JOB No. TM - 2153287 ........ SCALE: ..... -_.-._.. AS INDICATED ~ DATE. 11.09.16 S4.1 m N I NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN_ STANDARD 2ND FLOOR FRAMING NOTES: EXTERIOR FRAME WALL w SCHEDULE (TAYLOR MORRISON) 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS WITH PLASTER OR STUCCO FINISHES 0 WALL HEIGHT STUD & SPECIES SPACING SPACING o - INTERIOR ZONE END ZONE 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Z QwLLJ zz E o�0a EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED SHEATHING IS NOT CONTINUOUS) TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS &NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Z 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE 0 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B ROOF FRAMING PLAN_ STANDARD 2ND FLOOR FRAMING NOTES: �, Q Z w Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 0 o - 06 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR C O c v �4=0cg�� TO FOLLOW THE DETAILS INDICATED BELOW' , OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS Lu iij - SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N Z QwLLJ zz E o�0a a LjL SHEATHING IS NOT CONTINUOUS) Z w N LL 0 O OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR F= Z SHEATHING IS NOT CONTINUOUS) 0 Lu 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. L WALL LEGEND change to a printing layer if req'd 9'4" T.O.M. = 11'-0" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. BIW W z Q 0 o - 06 W 0LuCm, E ¢ z on . c C O c v �4=0cg�� LZ_ O'ZWO U Lu iij - Z O Z QwLLJ zz E o�0a a LjL f N H W w N LL 0 O 0 Z O 0 C W W ] 11 Q N L 0Z� uiW W N 0 O N O ] Li d' 0 Li U W_ Q O = u - 0 C 0 STRUCTURAL ENG: CFG L DRAFTING: -STRUCT: TNT .. _ - _........ -. QC CHECK: MRB C JOB No. TM - 2153287 SCALE: AS INDICATED DATE: 11.09.16 S4.2 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a w a O w r z O a d— - AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) OTHER BARS INTO REBAR IS a CORNER AS REQ'D INDICATED IN --- TYPI LINTEL, #5 TO BE HOOK PER :�°..:;.. HOOKED INTO MD08 15 SIDE VERTICALS ' 41/4 -` Ad #4 °. d FRAME INFILL AROUi4D, ° !' 55/8 121/2 I I d `BOTTOM STEEL IN LINTEL IF "1 4 INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 , d ROUGH OPENING PER PLAN �1I' d d A' ° LL 0 w ILL J z Z.. I Lo N d dI [ < z wLLJ e' d° -- TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW -- IS NOT REQUIRED TO BE FILLED --ter-- STANDARD 90 DEGREE HOOK TYP'BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 1 #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi 0 Id CONC. w/ (1) #5 DIA. REBAR SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O fd LAP SPLICE BEND O LENGTH LAP SPLICE 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 "All "B" a -SHEAR WALL 4 "B" TYPI 4 L SEGMENT :�°..:;.. d 4 d°d 15 21/4 41/4 -` I I d `BOTTOM STEEL IN LINTEL IF "1 4 INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 , d ROUGH OPENING PER PLAN �1I' d d A' ° LL 0 w ILL J z Z.. I Lo N d dI [ < z wLLJ e' d° -- TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW -- IS NOT REQUIRED TO BE FILLED --ter-- STANDARD 90 DEGREE HOOK TYP'BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ 1 #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi 0 Id CONC. w/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O fd LAP SPLICE BEND O LENGTH LAP SPLICE 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 "All "B" a -SHEAR WALL T OPENING "B" TYPI 4 L SEGMENT :�°..:;.. d TRANSOM OPENING 15 21/4 41/4 -` e d #4 °. d FRAME INFILL AROUi4D, ° !' 55/8 121/2 WINDOW BY BUILDER s SEE DOWEL PLAN FOR TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O d LAP SPLICE BEND O LENGTH LAP SPLICE 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 "All "B" NON -SHEAR WALL T OPENING "B" TYPI AL SHEAR WA L SEGMENT :�°..:;.. 41/4 TRANSOM OPENING 15 21/4 41/4 -` e d #4 °. d FRAME INFILL AROUi4D, TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND O :i . LAP SPLICE BEND O LENGTH LAP SPLICE 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 "All "B" LINTEL PER PLAN f , "D" "All "B" "C', ,.D„ #3 :�°..:;.. 41/4 TRANSOM OPENING 15 21/4 41/4 -` 18 #4 °. 5 5/8 FRAME INFILL AROUi4D, 20 !' 55/8 121/2 WINDOW BY BUILDER s SEE DOWEL PLAN FOR 7 113/4 SEE WF01/SD1 FOR 33/4 FILLED CELL INFO. i. 30 MORE INFO 33/4 MIN. (1) IS REQ'D ON AP 30 1 41/2 181/16 EITHER SIDE U.N.O. 36 #7 43/8 9 13/16 16 1/2 35 1 51/4 19 13/16121 3/41 (2) 2X8 SYP#2 P.T. HEADER ' , `' - - TURNED SIDEWAYS. " ATTACH TO MASONRY WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING HANGER @ EA. END. W/ MAX. OPENING 4 FT (14) 1/4" x 2-3/4" TAPCOINS TO MASONRY & (6) 1 O NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 "All "B" ..C„ "D" "All "B" "C', ,.D„ #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 1 41/2 181/16 181/21 36 #7 43/8 9 13/16 16 1/2 35 1 51/4 19 13/16121 3/41 42 I 4DO'8 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" STANDARD 90° HOOK 1 STANDARD 180° HOOK #3=2YZ" #4=2%" #5=2%" #6 = 3" #7=3YZ' 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING RI -RI, 3'-211 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS J z 0 Q uj of c N O L o 6036 / 2549 8328 / 3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. t w ,= LU O z z 0 a (.) W 0 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 STANDARD LINTEL NOTES STANDARD LINTELS BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-1B/8F32-0B31 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 1 ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4 LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 100001. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 100002• 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 „ 4-0 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. t w ,= LU O z z 0 a (.) W 0 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754 / 2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 1997 / 0C 11 -2 255 471 / 352 1075 / 1075 10001 1567 2883 / 2003 7 LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS m 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997 / 0C MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/01 468 / 01. fc PRECAST LINTELS = 3500 PSI. 2• fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. ►- (f 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 RECESSED LINTELS -FILLED HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 811 1 B/8R6-OB 811 1 B/8R14-OB 8R22-1 B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 2'-8" 1425/1425 3343/3280 4933/4933 T-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE T-4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16-1B/1T - QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 5'-4" 664/572 1761/1761 2595/2595 6'-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 O 8RF6-1 B/1T 8'-4" 415/235 1152/1152 1694/1552 O 8F8-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR O 8RF14-1B/1T 0 0 r LINTEL PLAN 1/8"=11-011 0 8F16-1B/1T NOMINAL WIDTH 0 8RF14-OB/1T TYPE DESIGNATION E 0 8F16-0B/1T 1-1/2" CLEAR O 8F20-1B/1T Q (=n O_ #5 REBAR AT TOP MIN. (1) li " 8F20-0B/1T U a a C.M.U. O 8RF22-1B/1T 0 � ° GROUT LO O 8F24-1B/1T L6 0 z d #5 REBAR AT BOTTOM OF LINTEL Za CAVITY 8RF22-0B/1T 0 L �I` "'—�I` BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) 0 8F24-OB/1T 8" NOMINAL WIDTH FILLED N0 8RF30-1B/1T O 8F32-1B/1T 1-1/2" CLEAR O 8RF30-0B/1T J (D `t w Om #5 REBAR AT TOP MIN. (1) REQ'D s 8F32 -0B/1T U J a z C.M.U. 0 8F38 -1 B/1 T 0 � L? O LO 0 8F12 -1 B/1 T 0 BOTTOM REINFORCING PROVIDED 8F40 -OB/1T 7-5/8� L IN LINTEL (VARIES) Ow 8F8 -OB/1T 8" NOMINAL WIDTH 0 UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. WALL LEGEND change to a printing layer if req'd = 9'-4" T.O.M. = 11'-0" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. 1J11 L.1. Lu Lu H tY LL `x®%1111111111'co® '"*� •• ®• z ' Cr • Gr * 1y LLI 00 iL O' O ® ""I co *; cr•<— _j z 8' e ti Q Os ••••......'A ` `'���'' w a ® z < O _ J \�kn m LL 1 > J �J L 06 w 0LIJ EEo Q Z _ u_ U C_! G Z V F' ��ao= ^ U) �wzCO L.L J U)W Z Ito a 00%d:ca J W w Zz¢�w o ZE =o¢W o ` U N a Luz I"LL N J Z O O W W �— C 0 r -j � 11 � Q N 0W° Lu ONO M m JI— 0WZ — w m 0 /^ O J STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153287 SCALE: AS INDICATED DATE: 11.09.16 S5 1 > J �J L 06 w 0LIJ EEo Q Z _ u_ U C_! G Z V F' ��ao= ^ U) �wzCO L.L J U)W Z Ito a 00%d:ca J W w Zz¢�w o ZE =o¢W o ` U N a Luz I"LL N J Z O O W W �— C 0 r -j � 11 � Q N 0W° Lu ONO M m JI— 0WZ — w m 0 /^ O J STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153287 SCALE: AS INDICATED DATE: 11.09.16 S5 �— C 0 r -j � 11 � Q N 0W° Lu ONO M m JI— 0WZ — w m 0 /^ O J STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153287 SCALE: AS INDICATED DATE: 11.09.16 S5 (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL — SEE PLAN I CONCRETE SLAB PER I FOUNDATION PLAN (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID UTOW1iI,I a-ArwaII SEE PLAN U) CONCRETE SLAB PER w FOUNDATION PLAN VARIES 7 SEE PLAN _ w 0 o U I I I�h GRADE z_ Lu 2 Q a > 00 W Q IIo 00 00 U o � w ISI I (2) #5 BARS CONNI T. I I - I (2) #5 BARS CONT. I .III CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER' —CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL @ 95% STANDARD V-4"FILL @ 95% STANDARD 14DENSITY Ilk DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING fiFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" % 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY II BUILDER CONC. SLAB PER /1// 8"x12" THICKENED IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE Z ❑ REQ'D BELOW w U) w CONC. SLAB PER j FOUNDATION PLAN (1) #5 CONT. w/ 1-1/2" COVER TYP. wa MIN 4 1-1/2" COVER TYP. CONC. SLAB PER I I 2 1/4 p cn W -- FOUNDATION PLAN ° ' O CONC. SLAB PER6 w FOUNDATION PLAN FINISH FLOOR CONC. SLAB PER + ' CONCRETE SLAB PER PIPE ° U FOUNDATION PLAN FOUNDATION PLAN FOOTING AT INTERIOR BEARING z z FOUNDATION PLAN w g z Q 2x PT SILL PLATE 2x P.T. SILL PLATELIJ N — aw FL w > -4 a I a ®: p Vw Q Z 0 FOOTING PER PLAN w - PIPE SIZES LARGER a- THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY 41 4d as a I °7—Y, .a y'aae � Z z LL 0 0 MCI n ° a a L U N I 1 I=��=t4- 045o O O H )�o W -III— 8 4'w__ ,_. III=1 I I� _ i _= I- — _ I II (_ I I �I I I— =1 11= __��—II---I,o_ =I ( =III— I ISI i I I I III -1 W . I / o16" I I I I I I I I Iw J CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. w/ 3 � FILL @ 95% STANDARD V COVER TYP.; AT 8" 8" FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD m DENSITY co Ir DENSITY `l (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 p COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Of FILL O - ---- - - --- - - - 2 -STORY COND. (3) #5 @ 95% STANDARD BE 20" WIDE BE 20" WIDE J BARS REQ'D & FTG TO DENSITY w BE 20" WIDE y W NON-BEARING SLAB STEP DOWNFO DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP op °14 a° a L � I IDI—IDID IIDI—" e ° V-4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY THICKENED EDGE W 1 I I .-:ml I W o —1 ui > I .-I (...... I_-1 I 1—I I I (2) #5 CONT. w/ 3" 00 (2) #5 CONT. w/ 3 — -- 16"MIN. = - COVER TYP. M COVER TYP. W I = I —III—III—III—I - (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" � 3/4"=1'-0" �/ #5 CONTINUOUS INTERIOR FINISH PER ®FILLED CELL PER PLAN WOOD POST PER PLAN ARCHS ON EA. SIDE OF zz­ FOR SIZE AND BASE 4„ #4 BAR @ 48" O.C. W/ WALL CONNECTION MIN. 32" BEND INTO 2 1/4" ------er SLAB. GARAGE TOP COURSE TO BE CHAIR BLOCKS. CONCRETE SLAB SEE lo P.T. BOTTOM PLATE _______a `r ENTIRE BASE TO BE PLAN FILLED SOLID TOP VIEW CORNER SEE ELEVATION SEE PLAN FOR STAIR oo INFO. IF CONCRETE -• - "• .o- STAIRS ARE FORMED & CMU BASE w/ (1) #5 4 CONIC. SLAB PER VERTICAL @ EACH II GARAGE FOUNDATION PLAN BEYOND WALL FPOURED, PROVIDE (1) CORNER. SEE FLR. a I -I I—III- _' ° a 9 ` I X #5 @ EACH STEP (MIN 1 PLAN FOR BASE SIZE ^ . (3) #5 CONT. W/ 3" MIN =- ^ I' 1-1/2" COVER) z COVER ON CHAIRS - I L' O DRIVEWAY BY SEE FOUNDATION FOR BUI " Q ILDER- CONCRETE pp 4 PAD SIZE w I I l I I i m a M OR PAVERS n w J -- 4 I, CONC. SLAB OR � `' w -- ° O w UPLIFT CONNECTORS" a _ PAVERS PER PLAN ° U U) 00 i a: co SUCH AS SP's, H's,I- - --_ ANCHOR BOLTS ARE — --- - =I I= — ° _ I _` I I' -- CLEAN COMPACTED NOT REQ'D ON WALLS i 21 -01 -1 —I I - mm- I i"' FILL @ 95% STANDARD =1 l— _ ._. _ I NOT EXPOSED TO -I I =1 I I- DENSITY UPLIFT FORCES. FILCLEAN COMPACTED OMSTANDADRD 8 x 8 THICKENED SHEARWALLS g" 3" COVER TYP. EDGE w/ 1 #5 CONT. CLEAN COMPACTED -------_I-.L- O FILL @ 95% STANDARD -- _. _.: L REQUIRE ANCHOR DENSITY & TERMITE DENSITY I BOLTS PER PLAN. TREATED fi F1 THICKENED EDGE @ GARAGE DOOR fiF1 FOOTING @ ENTRY MASONRY COLUMN A3F23DEEP MONO INTERIOR STEP DOWN III, i 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" (FRONT VIEW) BEARING SLAB STEP DOWN 3/4"=V-011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a 4p ■e.., JI #5 CONT. REINFORCEMENT SEE a 141 a 4. 1 FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG A ° a J. #5 x 25" x 25" CORNER W U w LEI J M SLOPE PER MFG 3/4"=1'-0" F 8"CMU- wa FINISH PER ELEV. CONIC. SLAB PER OUu N FOUNDATION PLAN ° ' O CONC. SLAB PER6 w FINISH FLOOR + PENETRATING W PIPE ° GRADE FOUNDATION PLAN FOOTING AT INTERIOR BEARING z z uj p) O o ,V •®®®®®®®®°®��/® Id's LLi PVC SLEEVE MIN. — _wP _ —I I-- -4 a I a ®: p Vw Q Z 0 FOOTING PER PLAN DIAMETER TO BE 21( - PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" (FRONT VIEW) BEARING SLAB STEP DOWN 3/4"=V-011 VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a 4p ■e.., JI #5 CONT. REINFORCEMENT SEE a 141 a 4. 1 FOUNDATION PLAN FOR QUANTITY THRESHOLD PER MFG A ° a J. #5 x 25" x 25" CORNER W U w LEI J M SLOPE PER MFG 3/4"=1'-0" F W wa Q 1 OUu N ° ' O CONC. SLAB PER6 w — 3J W ° REBAR, TYP. U.N.O. FOUNDATION PLAN FOOTING AT INTERIOR BEARING z z uj p) O o ,V •®®®®®®®®°®��/® Id's LLi 0 Z _wP _ °•®� CP O POLL w -J Q (J -4 a I a ®: p Vw Q Z '� > p MASONRY WALL :• �a • : Z SEE PLAN ®•'••.°..�i�°°®° V®®��` p CONC. SLAB PER I (1) #5 FROM FTG. TO �ssop`® m Lei FOUNDATION PLAN 4. TIE BEAM MIN. 25" SPLICE GROUT CELL w SOLID PER PLANS d o o U ,. 4 oe p SOIL 4 a °., �Y °4 °.° BAR, ONE FOR EA. wa Q 1 OUu N ° ' HORIZONTAL CONC. SLAB PER6 w — 3J W ° REBAR, TYP. U.N.O. FOUNDATION PLAN wM ❑ o W W M E Z � J 8 ° _�______a__ 4 I -iIl I a I =III=1 I I=1 I 111== I pq u 0 0 fi I- _ (2) #5 BARS CONT. 1 O J � U)wZo� Z z LL 0 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" NOT USED TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION 4 ..4 a TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - - CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION III I = = =I ELEV. FINISH FLOOR w I.- a °q . 4 �° IIIZ. PENETRATING PIPE III I -I I=I I— I III- I SEE FDN. I - ° PLAN FOR LOOP TIE (TYP.) 4 4� a •a _-.._ -SIZE & REINF. V _ �T FOOTING PER PLAN PVC SLEEVE III �� ��L��-� ���L��.�.L._I. I I=I I=I PIPE PERPENDICULAR TO FND h_I- ____ --I l=l l— I — TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE — PENETRATION SEE FDN PLAN III i I FOR SIZE III— s d -III_ & REINF. PIPE VERTICAL THRU FDN- _—I 1I- .. PIPE PARALLEL PARALLEL TO FND SLOPE W/ 3 COVER TYP.,. @ 1'-4" U Z ',I, 4 0 2 -STORY CONDITIONlo LL O OPER MFG ° (3) #5 BARS w/ 20" H "'° tisl SLOPE EXT. SURFACE cn Q �O U OR GRADE 1/4" PER WIDE FOOTING z Z FOOT AWAY FROM CLEAN COMPACTED - BUILDING FILL @ 95% STANDARD j O� 0� ELASTOMERIC JOINT DENSITY O M FILLER a Q W LIS EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 0 NOT USED 3/4"=1'-0" 3/4"=1'-0" J 1 W 1 1 1 1 --I n o J h 1 ❑ W W M E Z � J 8 > Z Z U ~oa°O � O)C° 6WZr I- 1 O J � U)wZo� Z z LL 0 0 MCI n L U N Lu D O O H )�o W W L 1 � 11 Q N Z 0ujJ 0 cn a W W �e 1 ONO i U LL W iQQ'C!0 0 r G STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153287 SCALE: AS INDICATED DATE: 11.09.16 SD1 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL ._U, x' U.N.O. BUCK i 3/8" DIA. ANCHOR .a (1) #5 VERTICAL IN E FOR BEAM SIZE THREADED RO GROUT FILLED CELL (IF PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. ON REQ'D PER PLAN) F D E a INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF' WALL TO BOTTOM OF NOTE: SEE MD08 ON 2x6 P.T. BUCK EACH SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR SIDE OF OPENING LINTEL PLAN FOR III I: }F' (5) 3/8" DIA. J -BOLT W/ ADDIT'L REBAR INFO 5-1/2" EMBED. AT EA. A' _ DETAIL �1 CONNECTION VERTICAL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW ; CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE. NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP" BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 01 COURSE W/ (1; CONT. fil=l' KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR ROOF SHEATHING FOR STRAP CENTERED CONT. ROOF SHEATHING NAIL PER PLAN FOR BEAM SIZE THREADED RO STRUCTURAL PLAN / BEARIN, SHEATHING ON BOTH SCHEDULE. ON I REQUIRED WHI D E a INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF' WALL TO BOTTOM OF MASONRY WAL 2x6 P.T. BUCK EACH SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR SIDE OF OPENING BLOCKING PE III I: WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ STRUCTURAL SHEATHING PER PLAN AND ROOF 5-1/2" EMBED. AT EA. FINISH PER ARCHSFIN DOOR BRACKET, EA. BASE PLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE ANCHOR. (1st BOLT TO SEE FOUNDATION BE 8" MAX. ABV. CURB, SHEARWALL REST EQ. SPACED " ., ^'24 O.C.) DT RAQC DI A' 1/2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAI• 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL V1D0 BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER -RAMING DETAILS FOR aDDITONAL NFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I� (2) 2x TOP PLATE (2) 2x PLATE —� SPF CONT. 2x STUDS @ 16" O.C. FOR KNEE WALL CHORD WITH (4) 10d LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ ROOF SHEATHING FOR STRAP C 5 CONT. ROOF SHEATHING NAIL PER PLAN FOR BEAM SIZE PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END STRUCTURAL TO TOP CHORDS OF TRUSSES BELOW WHEN SHEATHING ON BOTH BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS I BELOW AND CONNECT w/ HTS20 @ 32" O.C. D E a PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW �— 2x PLATES OVER ROOF DECK PER VALLEY SIDES FROM TOP OF FRAMING DETAIL WALL TO BOTTOM OF DOUBLE TOP PLATE I BUILDER FRAME SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR '/16" OSB EACH SIDE, RAFTER III I: COMMON TRUSS PER PLAN OR CONV. FRAMING w/ BEAM. ATTACHED PER STRUCTURAL SHEATHING PER PLAN AND ROOF NAILING SCHEDULE FINISH PER ARCHSFIN 2x4 'X' BRACE ACROSS ROOF TRUSSES PER PLAN OR CURVED aCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING P���e� m /�j�®� NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 z' EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL I� (2) 2x TOP PLATE (2) 2x PLATE —� SPF CONT. MIN. 2x4 SPF #2 KNEE -'" - WALL WITH STUDS @ 16" O.C. W/ CHORD WITH (4) 10d 2 2x #2 SYP SEE PLAN ( ) MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ 2x4 #2 SYP BLOCKING .x4 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE FOR BEAM SIZE STRUCTURAL 2x PT BOTTOM — SHEATHING ON BOTH PLATE I SHEATHING ON BOTH OSB W/ (2) 8d SIDES FROM TOP OF �— MASONRY WALL SIDES FROM TOP OF JAILS JAIL WALL TO BOTTOM OF J I BUILDER FRAME WALL TO BOTTOM OF '/16" OSB EACH SIDE, BEAM. ATTACHED PER III I: RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE f, 2x4 'X' BRACE ACROSS NAILING SCHEDULE 70 SIDE & TOP NAILER OTHERWISE SP2 CLIPS I I �x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fiFO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2; NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD FOR BEAM SIZE SCAB IN EACH TRUSS ATTACHMENTS 2x PT BOTTOM — STRUCTURAL SHEATHING PLATE IF NO WEB IS PRESENT SUPPLIED BY A/C W/ (1) #5 CONT. KNOCK OUT COURSE �— MASONRY WALL COMPANY L L RADIUS AS REQ'D J (3) 10d NAILS TYPICAL O d- .: 0 . — w y�(, °eep• PLAN FOR MORE INFO III I: AT EACH TRUSS : ®i0, � ��. •.®....® EXT FINISH PER PLANW/ NOTES f, 2x4 'X' BRACE ACROSS - FRAME OUT TO BLOCK z P���e� m /�j�®� LENGTH OF EDGE c f , SEE FOUNDATION L SHEARWALL ., J ) LU 7 z a F- NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN w Z O O CHORD WITH (3) 10d TOP AND BOTTOM MII w �. NAILS (2) BAYS PAST A/C (2) 2x TOP PLATE a r u LOCATION. MIN (3) BA Jca (2) 2x #2 SYP SEE PLAN 2x4 BLOCKING LAP W/ (2) 16d NAILS BETWEEN TRUSSES TO EACH TRUSS. TYP O 3 O�'Z TOENAILED TO EACH SIDE U f— J DOUBLE TOP PLATE w/ W i -0O 10d NAILS @ 4" O.C. PER PLAN) Z Q STANDARD TRUSS — of�bJ r) c TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE MIN. 2x4 SPF #2 KNEE FRAMED WALL PER PLAN 3/4"=1'-0" PRE -CAST LINTEL PER PLAN (2) 2x PT BUCKS w/ 1/2" O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x " 2x8 3/16" x 3" 12 O.C. =2tj TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S SPECS 1/2"=1'-0" SHEATHING PER PLAN TYP, TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL; TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD! GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's CHIMNEY FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END W Q Q z O Lu 0 W w =Z ] p J J �U Q U) SEE ARCH PLANS FOR 1/2" x 8" ANCHOR BOLT OVERHANG INFO OR TITEN HD @ 32" -- (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE END `o ��e•®or®ooeeoeeee®o�'Y/I��s0 2x PT BOTTOM — STRUCTURAL SHEATHING PLATE ; �!i 0y • '' W Z , N� 0% W= � PRECAST LINTEL OR — W/ (1) #5 CONT. KNOCK OUT COURSE �— MASONRY WALL BUILDER FRAME L L RADIUS AS REQ'D J KNEEWALL AT UPSET BEAM PERP. SHEARWALL CONNECTION TO TRUSS IB01 A/C IN TRUSSES PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" O.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAIL; TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUD! GALVANIZED FLASHIN 2x4 BLOCKING W/ (2) 16d COMMONS END NAILED TO VERTICAL 2x4's CHIMNEY FRAMING DETAIL 3/4"=1'-0" 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END W Q Q z O Lu 0 W w =Z ] p J J �U Q KNEEWALL OVER MASONRY WALL 3/4"=1'-0” PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION 4 TOP OF MASONRY U) SEE ARCH PLANS FOR SPECS W/ 2" MIN.F OVERHANG INFO O oe®�'' e®�k t� >s a rn F C t `o ��e•®or®ooeeoeeee®o�'Y/I��s0 00 STRUCTURAL SHEATHING ` ; �!i 0y • '' W Z , N� 0% W= � Z W/ (1) #5 CONT. C J PRECAST CONC. OR TYP. TRUSS TO FRAME L ,*cc- J CONNECTION PER ZZ��Q STD. CONNECTOR O d- .: 0 . — w y�(, °eep• PLAN FOR MORE INFO III I: Q N : ®i0, � ��. •.®....® EXT FINISH PER PLANW/ NOTES J �? `�`► >.< - FRAME OUT TO BLOCK z P���e� m /�j�®� O EDGE c f , SEE FOUNDATION L W ., J ) LU 7 z a F- Q' N ¢ LLV NJ J w Z O O 0 w �. C-40 (2) 2x TOP PLATE a r u Jca (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY O O 3 O�'Z IF OPENING PROVIDED U f— J W LL. W i -0O PER PLAN) Z Q O of�bJ r) c MIN. 2x4 SPF #2 KNEE U WALL w/ STUDS @ 16" p STRUCTURAL ENG: CFG DRAFTING: O.C. w/ STRUCTURAL w -STRUCT: TNT - --- QC CHECK: MRB z - . -- J JOB No. SHEATHING FROM a 2 SCALE: U _ _. _ DATE: 11.09.16 O SD2 TOP OF WALL TO 19 BOTTOM OF WALL. U V• ATTACHED PER p NAILING SCHEDULE a„�S1sC� U OTHERWISE SP2 CLIPS Z Z AT TOP AND SP1 CLIPS OFn �titi� �. AT BASE ARE REQ'D 0� KNEEWALL OVER MASONRY WALL 3/4"=1'-0” PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION 4 TOP OF MASONRY < SEE ARCH PLANS FOR SPECS W/ 2" MIN.F OVERHANG INFO S CLEAR BETWEEN FLUE FLOOR PLAN F C t RE. ELEV. C FOR O.H. ` TYP. SINGLE TIE -BEAM GALVANIZED FLASHING W/ (1) #5 CONT. C GROUT SOLID PRECAST CONC. OR W w L FLUE PER MANUF. w SPECS W/ 2" MIN.F WINDOW PER > S CLEAR BETWEEN FLUE FLOOR PLAN F & FRAME (4) 16d COMMONS ELEV V-0" c GALVANIZED FLASHING _ EXT. SHEATHING PRECAST CONC. OR - ATTACHED PER POWERS STEEL SILL F NAILING SCHED. TYP. @ ALL WINDOWS L PLAN FOR MORE INFO III I: Q N 2x4 FRAMED CRICKETwk., EXT FINISH PER PLANW/ E GALVANIZEDFLASHING[ J w_ - 2x4's I I WALL PER L Lu..w � �- g w Iii o I c l J z MAIN FLOOR (4) 16d COMMONS ELEV V-0" NAILED @ EACH END CONC. SLAB W - VERT REINF. BEYOND 0 SEE FOUNDATION J 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO III I: Q N 16d COMMONS END D III I E NAILED TO VERTICAL J w_ - 2x4's I I WALL PER L Lu..w � �- g w Iii o I PLANMASONRY Z SEE FOUNDATION L TRUSS PER PLAN DETAILS FOR FTG INFO c S F TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" W W ] U) J i l J z C c.ji V W - '' t W 0 Lu z H M E I—z�LL�,3 z J Z g O r0��`= Q N H co 6 Lu in J J w_ Q O pad cc (/� Lu..w � �- g w Iii o C w0 Z Z Qcnzz E O g Q W aa. H H J ) LU 7 z a F- Q' N ¢ LLV NJ J w Z O O 0 �. C-40 W W ] U) J i c.ji o J 11 Q N C Q W W C-40 O1 Jca M 3 O�'Z f— J W LL. W i -0O Q ) STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT - --- QC CHECK: MRB - . -- J JOB No. TM- 2153287 2 SCALE: AS INDICATED _ _. _ DATE: 11.09.16 SD2 SIMPSON I. DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON f DIAGONAL PLATE SIMPSON HGA10 @ 48" BRACE TO PLATE O.C. NOTE: ALL GABLE NO BRACE REQUIRED BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE WASHERS (MIN. 7" TRANSITION FROM - - WALL TO GABLE 2x4 SYP #2 BRACING @ 2x6 GABLES w/ OUTLOOKERS @ 24" O.C. TRUSS 24" O.C. FOR FALSE BM DOUBLE 2x TOP PLATE U 'k is ¢ W Q MAX. FASTEN SIDE WALL _ W/ 1/4"x4-1/2" SIMPSON SHEATHING PER PLAN. TOENAILS EA. END J PROVIDE 16d NAILS (5) 16d NAILS BRACE TO RUN BACK TO 1ST COMMON TO BLOCKING ¢, EXT. SHEATHING; Q PLT.@12" O.C. MAX. ATTACH PER PLAN GABLE END W/ 16d �I BAY REQ'D w/ BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS ol 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=1'-0" A 5F01 FIELD FRAMED VALLEY DETAIL w 0 0 1/2"=11-0" BRACE TO PLATE TRUSS BOT. CHORD UP TO 4'-8" NO BRACE REQUIRED 3 1/4" HOLD 1/2" J -BOLTS w/ (1) 2x4 BRACE 7'-0" < H 6 9'-4" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 2x6 GABLES w/ OUTLOOKERS @ 24" O.C. lo EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w U 'k is ¢ W Q MAX. ATTACHMENT w/ (3) 10d _ W/ 1/4"x4-1/2" SIMPSON z TOENAILS EA. END J PROVIDE 16d NAILS r 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON GABLE END TRUSS TO ¢, 2x TOP PLATE TO Q PLT.@12" O.C. MAX. = U ed GABLE END W/ 16d �I BAY REQ'D w/ O.C. TO RUN BACK TO ~ m O NAILS @ 6" O.C. STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF FRAMING FOR FALSE L L O.H. SIZE CMU WALL OR LINTEL .. = ' HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) Z Z BELOW . 10d NAILS @ EA. TRUSS DOWN FOR 2x DOWNFRAME TO SCHED. BRACE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ EA.DIAG. AS SHOWN. SHEATHING PER PLAN Lu #5 CONT. SINGLE BASE & TOP COMMON TRUSS PLATE w/ PLYWOOD FALSE BM PER PLAN HEADER PER PLAN IF Z SHEATHING COVERING IF REQ'D (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. CMU WALL CONNECTION CLEAR SPAN CONNECTION CONNECT TO DROP LU 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS ol 1'-9" MAX. TRUSS PER PLAN VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN — GABLE END @ VAULTED CEILING 3/4"=1'-0" A 5F01 FIELD FRAMED VALLEY DETAIL w 0 0 1/2"=11-0" PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART WHERE O.H. IS > 1'-0", DROP GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED W (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 DIAGONAL BRACE A -A GABLE VERTICAL BRACING 2x6 GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d 8" O.C. U 'k is ¢ W Q SHEATHING PER PLAN INTO BLOCKING, (4) 8d END NAILS @ EA. W/ 1/4"x4-1/2" SIMPSON 2x4 #2 SYP P.T. @ 48" O.C. TO 3RD OUTLOOKERS @ 24" O Z LAY 2x4 BLOCKING 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. (2) 16d TOENAILS Q -- FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d BAY REQ'D w/ O.C. TO RUN BACK TO ~ W/ (2) 12d END NAILS BRACE TO LEDGER STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Z 0 Z Z STRONGBACK, SEE 1ST COMMON TRUSS Lu DOWN FOR 2x DOWNFRAME TO SCHED. 10d SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH DOUBLE TOP PLATE EA.DIAG. AS SHOWN. SHEATHING PER PLAN Lu CHART WITH (3) 12d TOENAILS. Lo COMMON TRUSS N tj HEADER PER PLAN IF Z (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. @EACH FASTEN ROOF CONNECT TO DROP LU — REQ'D. MIN (1) JACK & TRUSS PER PLAN F- SEE CHART GABLE WITH H2.5 CLIP. a SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. Lu_ (1) KING STUD w/ SIMPS. W _ __.... ..... ...... ._... LLJ MAX 2'-0" O.H. U U) LSTA18 HEADER TO BLOCKS w/8d NAILS SEE ELEV. FOR U) a- (D LIJ @ 6" O.C. O.H. SIZE � TO BOTTOM Z_ o CONT 2x4 O 2x8 #2 SPF STUDS AT STRONGBACK IF REQ'D CONT. 2x4 J 0 PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:!_ 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 1-1614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H61 8'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. WHERE O.H. IS > V-0", 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO (AS SHOWN) DIAGONAL ----- GABLE VERTICAL PER PLAN 2ND 2x4 BRACE IF IN CMU. OR SIMPSON x REQ'D, SEE CHART 2x4 DIAGONAL BRACE A -A GABLE VERTICAL BRACING 2x6 @ 24" O.C. W/ (2) 12d 10d COMMON NAILS @ 2x6 (MIN.) PLATE THRU 8" O.C. 3/4"=1'-0" PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 1 (2)16d NAILS PLT. TO NAILS, TOENAILED 0 45° STUD TOP & BOTTOM WHERE O.H. IS > V-0", DTC CLIP, (2) 8d NAILS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. (AS SHOWN) TO MASONRY. AT S PER PLAN TO STUD) IN CMU. OR SIMPSON VALLEY TRUSSES PER 2x4 DIAGONAL BRACE DROP END GABLE w/ z 2x FASCIA w (2) 16d @ 24" O.C. W/ (2) 12d (SEE SCHEDULE) 2x6 (MIN.) PLATE THRU END NAILS @EACH U 'k is ¢ W Q SHEATHING PER PLAN INTO BLOCKING, (4) 8d END NAILS @ EA. W/ 1/4"x4-1/2" SIMPSON 2x4 #2 SYP P.T. @ 48" O.C. TO 3RD OUTLOOKERS @ 24" O Z LAY 2x4 BLOCKING NAILS INTO TOP PLATE OUTLOOKER LINTEL PER PLAN OVER THE TOP OF THE BLOCKING @ 24" O.C. (2) 16d TOENAILS °:,; . BOTTOM CHORD. -- FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d BAY REQ'D w/ O.C. TO RUN BACK TO ~ W/ (2) 12d END NAILS BRACE TO LEDGER STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL VALLEY TRUSSES) TO MORE, HOLD WALL 3-1/2" @ EACH END Z Z STRONGBACK, SEE 1ST COMMON TRUSS Lu DOWN FOR 2x DOWNFRAME TO SCHED. 10d DOOR AS REQ'D DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN CHART WITH (3) 12d TOENAILS. Lo COMMON TRUSS N tj HEADER PER PLAN IF Z Z L-vNa @EACH -----GABLE BRACING (+) CONNECT TO DROP LU — REQ'D. MIN (1) JACK & TRUSS PER PLAN F- SEE CHART GABLE WITH H2.5 CLIP. a U EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. W LLJ MAX 2'-0" O.H. U U) LSTA18 HEADER TO U) a- (D LIJ � TO BOTTOM Z_ o 2x8 #2 SPF STUDS AT STRONGBACK IF REQ'D CONT. 2x4 J 0 16" O.C. 1/2" x 8" J -BOLT @ 32" 6 DTC CLIP, (2) 8d NAILS WALL OR 11 PER CHART Z) O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS MASONRY LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ^` IN CMU. OR SIMPSON m � ANCHOR BOLT OR SIDE OF EA. STUD. META16 O Z TITEN HD @ 32" O.C. & uj � (5) 16d NAILS BRACE 2x4'S @ 24" O.C. Q 6" FROM EACH END CENTERED BETWEEN LwLLJ FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED TO BLOCKING 0 , O N O _ A GABLE END PROVIDE 2x4 BRACE- - p LL �. _ QO= SHEATHING FASTEN GABLE END TO EA, ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D T STRUCTURALENG: CFG DRAFTING: PER PLAN. 16d NAILS. LL. -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153287 C SCALE: STUD TOP & BOTTOM TRUSS PER PLAN DTC CLIP, (2) 8d NAILS EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. (AS SHOWN) TO MASONRY. AT S PER PLAN TO STUD) IN CMU. OR SIMPSON VALLEY TRUSSES PER TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d @ 24" O.C. W/ (2) 12d (SEE SCHEDULE) 2x6 (MIN.) PLATE THRU END NAILS @EACH U 'k is ¢ W Q SHEATHING PER PLAN INTO BLOCKING, (4) 8d END NAILS @ EA. W/ 1/4"x4-1/2" SIMPSON 2x4 #2 SYP P.T. TRUSS PER PLAN SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING NAILS INTO TOP PLATE OUTLOOKER LINTEL PER PLAN OVER THE TOP OF THE BLOCKING @ 24" O.C. (2) 16d TOENAILS °:,; . BOTTOM CHORD. -- FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d SIMPSON H2.5(TYP.) U)O� Z x o W/ (2) 12d END NAILS BRACE TO LEDGER STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL VALLEY TRUSSES) TO MORE, HOLD WALL 3-1/2" @ EACH END Z Z ATTACH PER NAILING DOWN FOR 2x DOWNFRAME TO SCHED. 10d DOOR AS REQ'D DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 2x4 LEDGER (2) NAILS WEB COMMON TRUSS N tj HEADER PER PLAN IF Z Z L-vNa @EACH — W REQ'D. MIN (1) JACK & TRUSS PER PLAN F- Z EXTERIOR SHEATHING. ATTACH PER PLAN (1) KING STUD w/ SIMPS. W LLJ LSTA18 HEADER TO U) a- FROM TOP OF WALL STUDS TYP. BASE � TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 0 16" O.C. 1/2" x 8" J -BOLT @ 32" 6 DTC CLIP, (2) 8d NAILS WALL OR 11 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. END w/ NUT & WASHER MASONRY WALL OR INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS MASONRY LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN ^` IN CMU. OR SIMPSON " � ANCHOR BOLT OR SIDE OF EA. STUD. META16 O Z TITEN HD @ 32" O.C. & uj � 6" FROM EACH END CENTERED BETWEEN LwLLJ FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD �— 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) -- 2x6 RAFTER TO 2x8 TRUSS PER PLAN RIDGE BOARD W/ A35 ON (1) SIDE OF "'"fiPSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP ATE TRUSS PER PLAN I I RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE O INTO BLO BLOCKING,(2) (AS SHOWN) TO MASONRY. AT S �— 2x6's @ 24" O.C. MAX. SIMPSON H10A DIAG. U) IN CMU. OR SIMPSON VALLEY TRUSSES PER 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. -- FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d (SEE SCHEDULE) 2x6 (MIN.) PLATE THRU END NAILS @EACH U 'k is ¢ W Q SHEATHING PER PLAN END. SHOWN, SEE PLAN W/ 1/4"x4-1/2" SIMPSON ui TRUSS PER PLAN SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW 0 - U) Oo �wz`,.° °:,; . BOTTOM CHORD. -- FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d VALLEY RAFTER U)O� Z x o NAILS @ EACH TRUSS FRAMING (OR PRE -ENG STD CONDITION @ FRAME WALL AT 24" O.C. BEARING CONDITION @ CMU WALL VALLEY TRUSSES) TO MORE, r 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. FO NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" GABLE BRACING @ 48" �Z'®•` O.C. MAX. 45° FROM (2) 2x TOP PLATE O PROVIDE 2x BLOCKING FOR NAILING 0)LL Q CJ ® ®` TO MASONRY. AT OUTLOOKER OR CONV. FRAME OR SIMPSON H10A DIAG. U) SHEATHING VALLEY TRUSSES PER �w HORIZONTAL (+/- 10°) PLAN f---- Z (SEE SCHEDULE) STUDS) w/ MIN 7" FOR ADDT'L INFO. U 'k is ¢ W Q BRACE NOT REQUIRED 6' FROM EAVES. TO BLOCKING O SHOWN, SEE PLAN ONLY REQ'D @ BRG ui TRUSS PER PLAN . <.�• 0: < � 7 O SIMPSON LSTA12 OR uj M dr6111111// a > GEO GABLE END AT VALLEY FRAMING Z 0 - U) Oo �wz`,.° SP4 CONNECTORS @ 24"o.c. IF HEADER WITH GABLE TRUSS J U)O� Z x o •®®®e•®•®y®• ®® rr-- J x�O J MORE, r GABLE BRACING @ 48" �Z'®•` O.C. MAX. 45° FROM (2) 2x TOP PLATE 32" O.C. GABLE TRUSS PROVIDE 2x BLOCKING FOR NAILING 0)LL Q CJ ® ®` TO MASONRY. AT OUTLOOKER OR CONV. FRAME OR HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER �w HORIZONTAL (+/- 10°) PLAN SCHEDULE & NOTES (SEE SCHEDULE) STUDS) w/ MIN 7" FOR ADDT'L INFO. U 'k is ¢ W Q BRACE NOT REQUIRED 6' FROM EAVES. E SHOWN, SEE PLAN ONLY REQ'D @ BRG ui TRUSS PER PLAN . <.�• 0: < � 7 O a® 4y •ro . � ®•�$® Q.' J •�••sri�, �� m LL 64 64 SEE PLAN FORIIA SUPPORT AND TIE - DOWN OF JACK Lu W PROVIDE BLOCKING TRUSSES 0- 1 1 BETWEEN TRUSS BAYS O @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN 0 w�0/ CONNECTION DETAIL Z ^ O Zb cr> (FRAME WALL SHOWN; Q �-�-I a y, N FOR REQ'D MAY ALSO BE cl U � I''' ��3J Co CONNECTIONS MASONRY) �j H O Z° 'NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING�c�k�e a- pq a o 0 Z-- • u- Ohl Opm StO� O 'o 0� "" p CL Of Ln a NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" (2) 2x TOP PLATE 32" O.C. GABLE TRUSS SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. TO MASONRY. AT OUTLOOKER OR CONV. FRAME OR HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER SEE HEADER CANTILEVER PLAN SCHEDULE & NOTES (SEE SCHEDULE) STUDS) w/ MIN 7" FOR ADDT'L INFO. MASONRY WALL EMBED. INTO SLAB E SHOWN, SEE PLAN ONLY REQ'D @ BRG ui FOR WOOD OR WALL W/ UPLIFT SIMPSON LSTA12 OR MASONRY > GEO GABLE END AT VALLEY FRAMING Z 0 - U) Oo �wz`,.° SP4 CONNECTORS @ 24"o.c. IF HEADER WITH GABLE TRUSS J U)O� Z x o UPLIFT SPAN 4'-6 OR J MORE, EXT. SHEATHING; Z Z ATTACH PER NAILING 2x DOWNFRAME TO SCHED. DOOR AS REQ'D (2) 16d NAILS TO EA. COMMON TRUSS N tj HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE 1/2"=1'-0" NOT USED > SIMPSON META16 @ 32" O.C. GABLE TRUSS 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF EA. SIDE OF HEADER WOOD WALL TRUSS (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB E SHOWN, SEE PLAN ONLY REQ'D @ BRG ui FOR WOOD OR WALL W/ UPLIFT MASONRY > GEO GABLE END AT VALLEY FRAMING HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANS ATTACH JAMB STUDS PER WF08/SD4 P.T BASE PLATE 1/2"=1'-0" NOT USED > cn J CD ) U) W U ~ I` 06wOwM E ui 0z > Z 0 - U) Oo �wz`,.° J U)O� Z x o J ¢ 0 ns Z)U)wui Z Z Z E Z¢�zoE w N tj > W J Z Z L-vNa — W F- F- ' ^ v W LLJ U) 0 � 11 Q 04 O Z uj � LwLLJ , O N O U p LL �. � ) QO= STRUCTURALENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM - 2153287 C SCALE: AS INDICATED DATE: 11.09.16 SD3 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ PENETRATION OF 2 ROWS 10d @ 3" O.C. MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS MSN ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d U) NAILS ((2) ON EA. SIDE) 2x8 STUDS PER G TYP. AT ALL EXTERIOR FRAMING PLAN CONDITIONS LEDGER � Q TOP SPLICE ----` BOTTOM SPLICE OVER II II II STUD 0 I I II DOUBLE 2x8 TOP o PLATE fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL L==IL DOUBLE 2x4 TOP PLATE PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT LAP SPLICE 48" MII` TOP PLATE ATTACH W/ ATTACH PER NAILI (2) 10d NAILS O.C. PATTERN ON THIS (SOLID BLOCK W/ 2x6) DETAIL 0�� TOP PLATE TRANSITION NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3" COMMON p 2 1/2" p z w 1 1/2" w N N - r I iv N sem— N 10d x 3" COMMC OVERLAP TOP PLATE 10d x 3" COMMON OPP. AT CORNER O SIDE z U NAIL BOTTOM PLATE Z z TO CORNER STUD ¢ 00 PACK w/ (4) 10d NAILS cin ao 10d x 3" COMMC OPP. SIDE TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE IFO TYPICAL BUILT—UP STUD COLUMN DETAIL 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8" SHEATHING PER PLAN BEYOND2 INSTALLED VERTICALLY. (D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE U O AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING WZ J � (1) ROW OF 8d COMMON NAILS @ 3" O.C. oI'' f 'A' = NAIL SPACING O S g a = Q NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON / 2 VF Cqe OV `9c II I I II II II o ¢ z NAILS @ 3" O.C. k�4 '.1A TO ROOF SHEATHING, 2k� FRS �6T II I I II II II W o = �:J NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" tiGTyOR�55 FASTEN PER PLAN F�y-u O SSS _ -- _ -- — -- � u- O COMMON NAILS @ 3" O.C. _ o — o O,S, 'cph, III III II II I WALL SHEATHING O = (D NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL 4i III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. PLANS A DETAIL. MAX 1/8" . . 1/2" 2x4 FRAMING @ 24" III OPENING III II II II SPACE BETWEEN w h 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. III III 4 II PANELS = � O COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS III II I I I I I _j U) �:J PLYWOOD SPLICES HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE JOIN4)10dT x3" @ NAILS AT JOINT rAROUND J PER -ENG TRUSSES IIIP. III I I I I I I _j p HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III N NGIII I I II I I 2x STUDS BEYOND, TOP &BOTTOM SHEATHING SPLICE, STUD PER PLAN d - @ 4" O.C. III III II II I I SEE PLAN FOR MORE x n7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES C� z 0 CL `co !'11 ITclimm inx 2X4'S p z w 0 z 3 co C C G 0 EDGE DISTANCE PER V-VIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT INFO 1— z 1-0 VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIIT _T1_71—III II II I w= U) 111 II II II TRUSS CONNECTION (2) 8d TOENAILS 1 1 1 II IIII LEDGER � Q TO LEDGER IIII II II II = 0 I I II IIII o o IJL—=1L L==IL °U N2E — — — — — — — — — — — — O SEE ELEV. FOR FLATWISE (2) 16d FLOOR SYSTEM O EACH END ` U- — — — — CONDITION @ FRAME WALL CUT TO FIT \--Oj 2x BOTTOM PLATE +* OPENING SIZE BEYOND SEE PLAN NAIL AS SHOWN (5) 10d SHEATHING DIAGRAM SOP 2SO DGER w/ (2) NAILS PER PLY "F1EXTERIOR SHEATHING SCHEDULE 1/4" x 2 3/4" TAPCONS AT 3/4"=1'-0" EXT. BEAM PER PLAN 2x8 #2 SPF VERTICAL BLOCKING GYPSUM WALLBOARD ROOF SHEATHING, CONNECTION �` •p CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER SEE TRUSS PLAN FOR 2x4 PT LEDGER W/ BLOCKING @ 24" O.C. NAILING PER 1/4' x4' TAPCONS @ 12"2x4 2x FRAME WALL PER LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN ATTACHMENT BY 2x4 BLOCKING PLACED SEE ELEV. FOR 2x BLOCKING W/ (2) SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE EACH END O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiFf TYPICAL SCAB OVERHANG REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, CONNECTION �` •p CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x4 #2 SPF O PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. J SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. SIMPS. SDS SCREWS @ DOUBLE TOP PLATE U) MORE INFO & MORE INFO & w/ (2) 16d END NAILS ATTACHMENT BY SIMPSON SU OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END >. . @EACH STUD 12d NAILS @EACH E*DV � _. _...._ _ --- - 2x12 BOX HDR w/ 2x8's LAP BEAM PLYS AND +* RY w/ 2x6 T NAIL AS SHOWN (5) 10d SOP 2SO DGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT TOP & BOT., 2x8 TO EXT. BEAM PER PLAN 2x8 #2 SPF VERTICAL 12 PRE -ENGINEER D SIMPSON LSTA30 W/ H72x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOFTRUSS-SEE (22) 10d NAILS (ALL POST TO BEAM @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITION WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND PT POST PER PLAN LINTEL w/ (2)ROWS OF * (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) MEMBERS ONLY 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER CONNECTION 5/8" THREADED ROD w/ TO GABLE END STUDS 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ "><>< 2x BRG WALL, SEE MAX. STAGGERED INTO TRUSS & 3 12d O EACH VERTICAL d ; PLAN FOR STUD SIZE & O.C. MAX.; TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x 2x4 SYP SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS x 2 3/4" TAPCONS @12" MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D ' LINTEL PER PLAN U.N.O. SIMPSON H3 CLIP i i 2x6 #2 SYP P.T. CONT. DESIGNED FOR 2x6 #2 SYP P.T. CONT. aQ 2x BLOCKING SHINGLE ONLY (CDI CORNER COLUMN FRAMING w/ (2) 1/4" x 3 1/2" (SDO1 TYPICAL SHED ROOF DETAIL w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR JV ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fiF1 SECTION @DOUBLE BEARINGM�F�lSTEP @BEARING FRAME WALL S01 HEADER @POCKET SLIDER w/ TRANSOM SO2 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=1'-0" 3/4"=1'-0" 11/2"=V-0" 1 /2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 10dx3" 10d x 3" OPP. SIDE kNCE PER ROOF SHEATHING, FASTEN PER PLAN 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) W J Q z Q CONNECTION �` •p CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN w O 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM SHEATHING PER J STUDS w/ (2) 1/4" X 41/2" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN (4) 12d NAILS EACH SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. U) EACH VERTICAL 16" O.C. MAX.; ATTACHMENT BY BUILDER TO GABLE END STUDS w EXT. BEAM PER PLANPT POST PER PLAN EXTERIOR WALL/TRUSS CC (2) 1/4" X 3'/2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; LAP BEAM PLYS AND RY w/ 2x6 T NAIL AS SHOWN (5) 10d SOP 2SO DGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN PLAN VIEWTOP OF POST @ 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR PT POST PER PLAN (2) 1/4" X 4'/2" SIMPS. CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS 0'4'-0" NUT SET IN ADHESIVE w/ (2) 1/4" X 3'%" SIMPS. MAX. SDS SCREWS @ 16" FASCIA PER ii d. O.C. MAX.; COMMUNITY SPECS a i - f SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SIDE VIEW @ BASE OF POST O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY (CDI CORNER COLUMN FRAMING (SDO1 TYPICAL SHED ROOF DETAIL 3/4"=1'-0" 1/2"=1'-0" 10dx3" 10d x 3" OPP. SIDE kNCE PER ROOF SHEATHING, FASTEN PER PLAN 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBED. @ 24" O.C. TRUSS PER PLAN WOOD/MASONRY WALL OR TRUSS, SEE PLAN (TRUSS SHOWN) W J Q z Q CONNECTION �` •p ++ w O @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER J 0 ' (4) 12d NAILS EACH TRUSS MEMBER LL U) EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER N HEADER @ POCKET SLIDER CC I& i D02 LEDGER @ LOW ROOF ��j 11-1/2"=V-0" SEE TRUSS PLAN FOR 1/2"=1'-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" ) 0 J — J > U 0 J W - 11' ) MORE INFO & + + CONNECTION �` •p ++ 2x8 #2 SPF VERTICAL O @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER J NAILING SCHEDULE & ' (4) 12d NAILS EACH TRUSS MEMBER LL 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD ATTACHMENT BY BUILDER N HEADER @ POCKET SLIDER 1/2"=1'-0" 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=1'-0" ) 0 J — J > U 0 J W - 11' ) �` •p pp l� i0c)® • ��r�i, w�^•®�a�Y O ®z �. 2=311 _j co z 0: Z=< J ee •••®AA•••® Jz LD O ca LL p ) w ql N 1 S U M O z W U o O ca 69 i O� / Q i co Z c J 0 U)V W J nom w zw"'� pE W V <Z U Q Z C) F- 0 C7 _ W Nz..c J cq �Zo p Z pF-U)ww Q Z Z < Z N > W W Z LL J Z O w 0 > ~ v C W . W J U) C � 11 Q N Q Z W y W W O N p M m F- 0 j z ?� Q0= O F— F— CL STRUCTURAL ENG: CFG � DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. _ -- -TM - 2153287 CSCALE: AS INDICATED r DATE: 11.09.16 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN I SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS —� SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING Y SEE PLAN LINTEL AS PER PLAN - LINTEL AS PER PLAN y d WD. HD. HT. SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS DBL. TOP PLATE HDR. PER PLAN 2x STUDS, SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE i0111111119101=194=W_11 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER '<� s x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 hFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) " NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS � OVER TOP PLATE MIN. OVER PLATE MIN. INFO.U.N.O. ON PLAN FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR INSTALL EXTERIOR SHEATHING (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM SYSTEM IF FLOOR LINTEL COURSE OR ^ \ HEADER SIZE & REQ'D � KNEEWALL & PROVIDE INTO FILLED CELL USE M (1) SIMPSON LSTA30FROM TOP OF WALL JAMB STUDS 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL U.N.O. "� FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN UNDER COLUMN FRAMING PLAN FOR IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW ° SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR _MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTIONSO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPER AT EA. END TOENAILS. OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILLNAILSMX O ENG RGER THOPENING AN 4FT (2) WIDTH 4'4'). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMNSEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE UNDER WINDOW OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d " OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 " THAN 4' BUT LESS 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. ,N THAN 6' SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN / — LINTEL COURSE OR ;; SIMPSON LSTA30 w/ INFO. \DD FLOOR W/ (14) 10d " 2x TOP & BOT. FLOOR TRUSS TO \ INTO FILLED CELL USE REFER TO MASONRY WALL NAILS 1/4" X 1 3/4" TITENS RIBBONS, CONT. (11) 10d TO STUDS FOUNDATION PLAN ) R ABOVE PLATE U.N.O. (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ` INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8" GAP BETWEEN FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BE ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D OKI ON EITHER SIDE OF WALL IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN 1- IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2 - -- - -- FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL fiSOTYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4 15/32" OR 7/16" OSB. "=1'-0" 3/4"=1'-0" ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS (2 SHEATHING/ DRYWALL BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR37TOENAILS EA. END 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ 4 END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) ( ) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR �� � CONNECTION 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE X" WHEN I (2) 5/8 TYPE "X WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON f. h MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN I SHEATHING TO PLAN L. MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE T PAPER BARRIER FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FEL 2x4 PT SILL PLT. IF ( TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fiSl FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z CL -- SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING NOTE: ALL FLOOR PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS- SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS - SEE SLOPED BALCONY NO MOISTURE " FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER " LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. - FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS ^I. CONCRETE SLAB REQ'D # OF STUDS PERMITTED NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER ATTACHED PER '<� s x1-1/2" @ 24" O.C. (USE CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 hFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) " NAILS. BEND STRAP NAILS. BEND STRAP BUILT-UP COLUMN (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS � OVER TOP PLATE MIN. OVER PLATE MIN. INFO.U.N.O. ON PLAN FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE -ENG. FLOOR INSTALL EXTERIOR SHEATHING (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM SYSTEM IF FLOOR LINTEL COURSE OR ^ \ HEADER SIZE & REQ'D � KNEEWALL & PROVIDE INTO FILLED CELL USE M (1) SIMPSON LSTA30FROM TOP OF WALL JAMB STUDS 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO EXTERIOR SHEATHING SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL U.N.O. "� FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN UNDER COLUMN FRAMING PLAN FOR IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW ° SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO FLOOR GIRDER OR _MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d NOTE: ALL FLOOR FLOOR TRUSS PLAN FOR MORE INFO STUD PACK w/ 10d TOENAILS. EXT. NAILS @ 8" O.C. THEN HEADER OPENINGS TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. LESS THAN 4FT:(1) 2x NO MOISTURE SO TYPICAL GIRDER COL. CONNECTIONSO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ (2) 10d BARRIER (FELT PAPER AT EA. END TOENAILS. OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILLNAILSMX O ENG RGER THOPENING AN 4FT (2) WIDTH 4'4'). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS BUILT-UP COLUMNSEE PLAN FOR MORE (2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES @ 16" O.C. AT EA. END NAILED TO INFO. STRAPS CENTERED @ THAN 4' BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD NAILS @ 8" O.C. THEN PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D STUDS @ 16" O.C. COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END PER BEARING WALL FLOOR TRUSSES ARE SEPARATE SHEATHING SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE UNDER WINDOW OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d " OPENINGS GREATER COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 " THAN 4' BUT LESS 2 -STORY WALL NAILS ' (2) SIMPSON LSTA18 CALIFORNIA CORNER A -A 1/4" TITENS INSTEAD. ,N THAN 6' SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN / — LINTEL COURSE OR ;; SIMPSON LSTA30 w/ INFO. \DD FLOOR W/ (14) 10d " 2x TOP & BOT. FLOOR TRUSS TO \ INTO FILLED CELL USE REFER TO MASONRY WALL NAILS 1/4" X 1 3/4" TITENS RIBBONS, CONT. (11) 10d TO STUDS FOUNDATION PLAN ) R ABOVE PLATE U.N.O. (3) 2x STUD PACK NOTE: ALL FLOOR FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF ` INFORMATION FLUSH W/ FACE OF SCHEDULE NO MOISTURE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ BARRIER (FELT PAPER SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR 1/8" GAP BETWEEN FOR FLOOR STANDARD CORNER A -A FRAMING PLAN 2nd FLR STUDS TO BE ON SHEATHING AND CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS MASONRY WALL PER REQ'D OKI ON EITHER SIDE OF WALL IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN 1- IS INDICATED BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4'X2 - -- - -- FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL fiSOTYPICAL TWO STORY COL. @ GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4 15/32" OR 7/16" OSB. "=1'-0" 3/4"=1'-0" ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING 16" O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR AGAINST TRUSS (2 SHEATHING/ DRYWALL BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE -ENG FLOOR37TOENAILS EA. END 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ 4 END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) ( ) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE SEE FOUNDATION (MAX) CONNECTOR CMU CMU SEE TRUSS LAYOUT PLAN FOR MORE INFO SCHEDULE FOR (2) ROWS 8d NAILS @ FOR HANGER 1/2" GYP. CLG BD OR �� � CONNECTION 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE X" WHEN I (2) 5/8 TYPE "X WHEN 3" O.C. WALL I SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON f. h MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER PLAN I SHEATHING TO PLAN L. MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE T PAPER BARRIER FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS BARRIER (FEL 2x4 PT SILL PLT. IF ( TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fiSl FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT. \ LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) SEE PLAN FOR FLOOR TRUSS DIRECTION SEE WS10/SD5 OR WS11/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z CL -- SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" (2) 2X OR SF STUD D�s FFr w J Q z SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR f. LUS46 TO LEDGER CONTRACTOR TOSEE °�* WS11/SD5 FOR I. PROVIDE ADEQUATE ° SIM. END CONDITION WATERPROOFING. NO uu ^I. CONCRETE SLAB LINTEL PER PLAN PERMITTED 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" (2) 2X OR SF STUD D�s FFr w J Q z D z GIRDER WITH (2) 1/4"x4-1/2" SDS w SCREWS @ 16"O.C. uu Lu rn iod I_ ZU)U 2x6 SYP#2 LEDGER LOW ROOF TRUSS PER W/(3) 1/4"x4-1/2" SDS PLAN W/ 16" TALL SCREWS @ 24" O.C. BOTTOM CHORD MAX EXTENSION. Z HANGER PER TRUSS GIRDER TRUSS PER SUPPLIER. PLAN F- WR'TYPICAL CONNECTION @ GIRDER OR BEAM J Q (q Q 1'2w ��gww� Z z :)0)i -z E L.L p ai 0 ¢ �' N J ' w C� a LuC1_ N Q p U . 0z0 Z LuW 04 — SOLID SHEATHING @ o HEADER N — SIMPSON SP4 w/ (6) 10d Z x1-1/2" @ 24" O.C. (USE O I-_ Z SP6 @ 2x6 STUDS & 0 0 SP8 @ 2x8 STUDS) w Lo - (2) 2x SPF TOP PLATE W U.N.O. ON PLAN O C) HEADER - SEE 2ND o W FLOOR PLAN FOR MIN. Z cl HEADER SIZE & REQ'D p JAMB STUDS 9 m ] 0 R O IF HEADER IS UPSET i AND WINDOW IS LL w W LOWER: (1) 2x SILL = PLATE w/ (2) 10d ILL TOENAILS. EXT. O HEADER OPENINGS CD LESS THAN 4FT:(1) 2x O LLI SILL PLATE w/ (2) 10d to g®I (11111 "' TOENAILS. OPENING > . ®�®^ ; 6,�o� w o LARGER THAN 4FT: (2) ,� �- •®. ®fit. r� Y o 2x SILL PLATE w/ A35 �`;.•• ••• / ' _o -j Z CLIPS EACH SIDE w/ 2x :co °� � d,�W � < U CRIPPLES @ 16" O.C. O'. w/ (2) 10d TOENAILS ®V �- 0w< T&B (PLYWOOD_ .�� Z Q rY SHEATHING REQ'D Q ••.• �., �•`" ' -1z >- O m LL p w 'NTI111111111 , w J � \ V O U Q041 �Of �bJl�l�d' � N cli . r IL~ M O Z SEE FRAMING PLAN Q W U o O FOR FLOOR CONNECTIONLL z �4 O �ll51 ;u: SAO Z V < U — Z FLOOR GRIDER OR BEAM 5;z O � Q 3/4"=1'-0" TRUSS CONNECTOR PER PLAN. ROOF TRUSS & SHEATHING PER PLAN (2) 2x TOP PLATE, WITH H2.5A TO EA. TRUSS EXT. SHEATHING PER WF10/SD4 2x4 CLOSURE WALL F ER PLAN 2x4 SYP#2 BLOCKING W/(2) 10d TOENAILS EA. END — SIMPSON SP4 OR SP2 STRAPS EA. STUD TO BOTTOM PLATE. 2x6 BEARING WALL WITH STUDS @ 161" O.C. & MID -POINT BLOCKING SP1 OR SP4 STRAPS EA. STUD TO BOT. PLATE. (2)2x4 SYP#2 BOTTOM PLATE. W/ H2.5A. TO EA. TRUSS BELOW 2x BOTTOM PLATE TO VJ z GIRDER WITH (2) 1/4"x4-1/2" SDS SCREWS @ 16"O.C. uu Lu rn iod I_ ZU)U 2x6 SYP#2 LEDGER LOW ROOF TRUSS PER W/(3) 1/4"x4-1/2" SDS PLAN W/ 16" TALL SCREWS @ 24" O.C. BOTTOM CHORD MAX EXTENSION. Z HANGER PER TRUSS GIRDER TRUSS PER SUPPLIER. PLAN F- WR'TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" DATE: 11.09.16 SD5 VJ z uu Lu rn iod I_ ZU)U ui JW U �ocn00 Z O� � Lw F- Z ❑'u p V J Q (q Q 1'2w ��gww� Z z :)0)i -z E L.L p ai 0 ¢ �' N J ' w C� a LuC1_ N Q p U . 0z0 Z LuW 04 W Lu Lu i� N 0 1 M DATE: 11.09.16 SD5 uu � 11 Q ) N ~ C� 0z0 LuW W i� N 0 1 M 0 w — �w o0 0 ~ ~ _ Cr STRUCTURAL ENG: CFG C DRAFTING: -STRUCT: TNT QC CHECK: MRB i JOB No. TM - 2153287 C SCALE: AS INDICATED DATE: 11.09.16 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": TOENAILS EACH END CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PEF 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL A 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACHED PER (2) 2x4 #2 SYP PLAN 2x8 #2 SYP P.T. SII NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2" EPO (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 EACH END, ANCHOR BOLT OI HUC24-2 EACH END, USE (4) 10d & (2) 10d J -BOLT W/ MIN. 7" USE (4) 10d & (2) 10d NAILS. UNDER SEE PLA" EMBED. @ 32" O.0 NAILS. UNDER SEE PLA" WINDOW JAMBS ONLY- FROM EA.END WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL P OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION (@_ RAISED HEEL TRUSS S1 SECTION @COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER 1/2"= 1 1-01, V 11-ICK.7 to I CKIVK X71 ICH I rll FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. ( ATTACH PER NAILI� TRUSS SCHEDULE PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) %4"x3-1/2" SDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP ;PLAN IDRAWINGS � 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) 1-1/2"=1'-0" LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING - ww O Biu Q SIMPSON A34 EA. z TRUSS TO LEDGER W/ o (8) 8d x1-1/2" NAILS. (V 0 e e 1'-4" 1'-4" 1'-4" � z MAX MAX MAX UJ Q DO NOT INSTALL ANCHORS WITHIN (V 1-1/4" OF MASONRY HEAD JOINTS. ELEVATION VIEW J(LD05 SINGLE LEDGER TO CMU PARTY WALL e 3/4" = 1'-0" (2) 2x12 SYP #2P.T. LEDGER. ATTACH TO Cl WALL W/ 1/2" THREADEI ROD @ 16" O.C. STAGGERED. 5" MINiML EMBEDMENT INTO CMU WITH SIMPSON SET EPDXY OR EQUIVALEW SECURE LEDGER WITH 1/2" NUT & FLAT WASHER CROSS SECTION 3/4"=1'-0" /2" ALL THREAD ROD @ 48" O.C. & 6" FROM ENDS )F WALL, ANCHOR TO ;MU WITH SIMPSON SET =PDXY OR EQUIV, MIN 7" EMBEDMENT. 2x6 WALL PER PLAN SHEATHING PER WF 10/S D4 2x6 P.T. BOTTOM PLT. DOUBLE KNOCK -OUT COURSE W/(1) CONTINUOUS #5 BAR IN EACH. EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL FROM TOP OF WALL TO BOTTOM PLATE PLATE W/ 1/2" EPDXY TO BOTTOM OF SILL W/ (1) ROW 8d NAILS ANCHOR BOLT OR PLATE ATTACH PER _ _ J -BOLT W/ MIN. 7" NAILING SCHEDULE MORE INFO MAX 5" FROM KING STUD EMBEDMENT @ 32" ROOF SHEATHING SHEATHING TO O.C. & 3" FROM EACH ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS I SCHEDULE PLATE 1 1/4" (MIN.) PRE-ENGINEERED 1x PT NAILER AS REQ'D MORE INFO IF TRUSS PER PLAN CONT. #5 IN TIE BEAM KINGS # OF STUDS TO MATCH PARALLEL TO WALL EXT. FINISH PER ROOF SHEATHING 4 a ° 2x6 #2 SYP CONT. REVIEW THREADED ROD SPACING = LEDGER W/ (2) %4"x3-1/2" I SIMPSON LUS26. USE — RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16" O.C. MAX. & 3" TRUSS (TRUSS. TRUSS SHOP - FROM EA. END - USE (3) UNDER 2ND STORY COLUMNS, PROVIDE (DRAWINGS— - � SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ - SOLID BLOCKING WITHIN FLOOR SYSTEM LL 04 p MIN. (4) 16d NAILS TO UNDER 2ND STORY COLUMN LOCATION. EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER �.T. USE O16d NIS) >� N fLD:O::4) LEDGER @ LOW ROOF C W ww O Biu Q SIMPSON A34 EA. z TRUSS TO LEDGER W/ o (8) 8d x1-1/2" NAILS. (V 0 e e 1'-4" 1'-4" 1'-4" � z MAX MAX MAX UJ Q DO NOT INSTALL ANCHORS WITHIN (V 1-1/4" OF MASONRY HEAD JOINTS. ELEVATION VIEW J(LD05 SINGLE LEDGER TO CMU PARTY WALL e 3/4" = 1'-0" (2) 2x12 SYP #2P.T. LEDGER. ATTACH TO Cl WALL W/ 1/2" THREADEI ROD @ 16" O.C. STAGGERED. 5" MINiML EMBEDMENT INTO CMU WITH SIMPSON SET EPDXY OR EQUIVALEW SECURE LEDGER WITH 1/2" NUT & FLAT WASHER CROSS SECTION 3/4"=1'-0" /2" ALL THREAD ROD @ 48" O.C. & 6" FROM ENDS )F WALL, ANCHOR TO ;MU WITH SIMPSON SET =PDXY OR EQUIV, MIN 7" EMBEDMENT. 2x6 WALL PER PLAN SHEATHING PER WF 10/S D4 2x6 P.T. BOTTOM PLT. DOUBLE KNOCK -OUT COURSE W/(1) CONTINUOUS #5 BAR IN EACH. EXT. FINISH PER ARCHS SHEATHING PER DETAIL WF10/D4 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END ATTACH SHEATHING 2x8 #2 SYP P.T. SILL , , \ / TO BOTTOM PLATE PLATE W/ 1/2" EPDXY FROM TOP OF WALL TO W/ (1) ROW 8d NAILS ANCHOR BOLT OR O1/2" SCHEDULE ON FLOOR PLANS FOR @ 3" O.C. J -BOLT W/ MIN. 7" WINDOW ATTACHMENT MORE INFO MAX 5" FROM KING STUD EMBEDMENT @ 32" W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SHEATHING TO O.C. & 3" FROM EACH LSTA18 STRAPS ARE OVERLAP BOTTOM END � PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D MORE INFO IF IF 2ND FLOOR HEADER SITS OVER 1ST CONT. #5 IN TIE BEAM KINGS # OF STUDS TO MATCH PARALLEL TO WALL EXT. FINISH PER ROOF SHEATHING 4 a ° ARCHS REVIEW THREADED ROD SPACING NAILING SCHEDULE Fl?1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/ %2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO —?SEE PLAN FOR TRUSS DIRECTION "5& MORE INFO 4 . FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLA1 IF SHEATHING IS NOT CONNECT TO DOL CONTINUOUS TO BASE TOP PLATE W/ 16c PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD OF�lBRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" nL 1r ATLJIAIr fN^KM -r^ 1 " =1'-0" Emmlift-1 I/•i ^0-114 JIIVIrOVIV SDS SCREW @ 16" O.C. (9) 9x SPF TOP 2x4 BLOCKS, (2) 16d W NAILS @ EACH END. Q < BLOCK ADJACENT z 0 BAYS @ EACH w DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ e" O.C. N Z (5) 16d NAILS BRACE Z TO BLOCKING 0 uj PROVIDE 2x4 BRACE LA TO EACH ADJACENT w DIAGONAL, FASTEN p 0 TO DIAGONAL W/ (2) U U) 16d NAILS Z W TRUSSES PER PLAN m WALL BRACING @ 48" O.C. MAX. 45° FROM p ....._..... HORIZONTAL (+/- 10°) u - BRACE NOT REQUIRED w W 6' FROM EAVES. L- O z O uj d, ®®"t L / 00 �® •s®®��jO LL 40 / e ♦� • PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN 1 FOR MORE INFO 1 I I 1 1 I 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 1 I I TO ALIGN W/ STUDS 1 I BELOW 1 1 1 1 I 1 1 1 B I 1 1 1 1 1 1 1 1 1 1 I 2x SPF BASE PLATE 1 I I PRE-ENGINEERED E D I I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. I 1 I I 1 1 1 1 I (2) 2x HEADER 1 I 1 SEE FLOOR PLAN I I I FOR MORE INFO I 2x STUDS SEE PLAN STUDS ABOVE ARE TO I B ALIGN W/ STUDS BELOW 1 1 1 1 I 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 A 1 © 111 op A _ e UCC Q O�Z Q C; t ®/ eee e®�� o J 01 •eases®®®® ® m U- � w J y ` a V 0 O C) M w Ivof Z n O �bjl� v Q F�1 a lr, cV M U 6 �� ���hql' r p � I w Q ^ O o O U ¢'Id'I'lil ` M OV�iii4liii ilii,li 1, 5���v4•� LlO Z > O� O amCL u.i U ■ VLL 1-VVIV L.J. f L111V I-Vll 1-- 2x #2 SPF STUDS @ 16" , , \ / O.C. w/ EXT. SHEATHING THREADED ROD SEE BEARING FROM TOP OF WALL TO AT OPENING LARGER THAN 4'-2" ATTACH TOP BOTTOM OF TRUSS/ O1/2" SCHEDULE ON FLOOR PLANS FOR GIRDER SEE PLAN FOR PLATE TO HEADER WITH LSTA12 BENT OVER WINDOW ATTACHMENT MORE INFO MAX 5" FROM KING STUD INFO. IF WALL W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SHEATHING ISN'T CONT. LSTA18 STRAPS ARE NAILS INTO HEADER REQ'D FROM STUDS TO � GIRDER BELOW SEE LD02/SD4 FOR SEE CHART FOR REQUIRED JACKS / MORE INFO IF IF 2ND FLOOR HEADER SITS OVER 1ST TRUSSES ARE KINGS # OF STUDS TO MATCH PARALLEL TO WALL FLOOR HEADER CONTACT EOR TO ROOF SHEATHING BETWEEN FLOORS ATTACHED PER REVIEW THREADED ROD SPACING NAILING SCHEDULE N z BOTTOM OF FLOOR SYSTEM i LL. FLOOR TRUSS DOES NOT ALIGN DIRECTLY w LLQ° oN�a OIF UNDER 2ND STORY COLUMNS, PROVIDE w N J � W (-- SOLID BLOCKING WITHIN FLOOR SYSTEM LL 04 p 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. LLJ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" nL 1r ATLJIAIr fN^KM -r^ 1 " =1'-0" Emmlift-1 I/•i ^0-114 JIIVIrOVIV SDS SCREW @ 16" O.C. (9) 9x SPF TOP 2x4 BLOCKS, (2) 16d W NAILS @ EACH END. Q < BLOCK ADJACENT z 0 BAYS @ EACH w DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ e" O.C. N Z (5) 16d NAILS BRACE Z TO BLOCKING 0 uj PROVIDE 2x4 BRACE LA TO EACH ADJACENT w DIAGONAL, FASTEN p 0 TO DIAGONAL W/ (2) U U) 16d NAILS Z W TRUSSES PER PLAN m WALL BRACING @ 48" O.C. MAX. 45° FROM p ....._..... HORIZONTAL (+/- 10°) u - BRACE NOT REQUIRED w W 6' FROM EAVES. L- O z O uj d, ®®"t L / 00 �® •s®®��jO LL 40 / e ♦� • PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN 1 FOR MORE INFO 1 I I 1 1 I 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE 1 1 I I TO ALIGN W/ STUDS 1 I BELOW 1 1 1 1 I 1 1 1 B I 1 1 1 1 1 1 1 1 1 1 I 2x SPF BASE PLATE 1 I I PRE-ENGINEERED E D I I FLOOR SYSTEM KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. I 1 I I 1 1 1 1 I (2) 2x HEADER 1 I 1 SEE FLOOR PLAN I I I FOR MORE INFO I 2x STUDS SEE PLAN STUDS ABOVE ARE TO I B ALIGN W/ STUDS BELOW 1 1 1 1 I 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 A 1 © 111 op A _ e UCC Q O�Z Q C; t ®/ eee e®�� o J 01 •eases®®®® ® m U- � w J y ` a V 0 O C) M w Ivof Z n O �bjl� v Q F�1 a lr, cV M U 6 �� ���hql' r p � I w Q ^ O o O U ¢'Id'I'lil ` M OV�iii4liii ilii,li 1, 5���v4•� LlO Z > O� O amCL u.i U ■ VLL 1-VVIV L.J. f L111V I-Vll 1-- I V. IILt+(. , , \ / ' THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP O1/2" SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER MORE INFO MAX 5" FROM KING STUD rji W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d J J ~ p V m NAILS INTO HEADER w Z M o � ui IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS / J IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO ! N z BOTTOM OF FLOOR SYSTEM i LL. FLOOR TRUSS DOES NOT ALIGN DIRECTLY w LLQ° oN�a OIF UNDER 2ND STORY COLUMNS, PROVIDE w N J � W (-- SOLID BLOCKING WITHIN FLOOR SYSTEM LL 04 p 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. LLJ Z rji W J J ~ p V m w Z M o � ui m Ow0 J ZJ U �wzW -00of QUC°� zao Q Cn 0 F: 2, w Iii o N z Z ZLu ) U) LL. 0 w LLQ° oN�a 0 Q w N J � W (-- L F LL 04 p Z O 0 LLJ >� N Ld C W . W OC - _ r ONO rn rji O � J rr Q N C O Z O LLJ Ld OC N O r ONO 3F- o Z' W,..� LL W �- � 0 � 0 -w STRUCTURAL ENG: CFG DRAFTING: -STRUCT: TNT QC CHECK: MRB JOB No. TM -2153287 SCALE: AS INDICATED DATE: 11.09.16 SD6 MIN. (3) 2x SYP STUDS REQ'D ( OF LANDING W 16d NAILS FROI LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 / / CLIP TO FLOOR SYSTEM & LANC FRAMING (2) 2x BEAM PER HEIGHT OF STAIRS SCHEDULE REQ'D @ 4'-0" MAX END OF LANDING FOR 11 WIDTH OF LAND NG STRINGERS TO MID SPAN BLOCKING CONNECT TO. BEAM TO MATCH JOIST TO BEAR DIRECTLY ON DEPTH W/ (3) 10d BUILT UP COLUMNS TOENAILS EACH END BELOW 2x6 A -A PLAN VIEW o@ 90 DEGREE TURN LANDING 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 — LEDGER w/ (3) 16d STUDS REQ'D @ END 2x8 OF LANDING W/ MIN. (6) DEPTH 16d NAILS FROM SEE PLAN FOR OF LANDING LEDGER TO STUD (1) 2x12 (1) 2x8 PACK 4'-0" STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 2xJOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2X tstAM F'tK 2x JOIST (P.T. IF SCHEDULE REQ'D @ \— 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER TO LANDING F SEE ARCHS. FOR MAX. OF STEPS MINRISE READ DE THD 3/4 O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING - PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 0 6" MIN. 10 rE) STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING' MASONRY WAL SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL BI PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. 2x ATTACHED TO HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH 2x JOIST (P.T. IF STRINGER (#2 SYP) I mJTOENAILS (3) 2x12 ATTACHING TO 8'-0" I I I I (2) 2x12 2x6 MASONRY WALL) CONT (1) 2x12 (1) 2x8 2x6 4'-0" LEDGER w/ (3) 16d 2x12 STRINGERS ONEI 2x8 III I 11'-0" (2) 2x12 NAILS @ 16" O.C. MAX. ON EACH SIDE AND (1) 2x12 (1) 2x8 i I I I 4'-0" TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN 2x8 I I I I 10'-0" (2) 2x12 x 3 1/2" TITENS @ 16" 6'-0" (1) 2x12 (1) 2x8 I I I I (2) 2X BEAM PER 4'-0" O.C. MAX. FOR A35 CONNECTION 2x12 I I I I SCHEDULE @ END OF (2) 2x12 2x8 MASONRY WALL) 9'-0" (1) 2x12 (1) 2x8 LANDING FOR 5'-0" (3) 2x12 STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -1N FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 7'-0" DISTANCE OF 1-1/2" COLUMN 2x6 5'-0" HEIGHT OF LANDING (2) 2x12 BASE PLATE PER FLOOR PLAN ATTACHED PER PLAN I�S'T�01 GEN. STAIR AND LANDING FRAMING DETAILS 3/4"=1'-0" BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING mJTOENAILS (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" EQUALLY (3) 2x12 2x8 8'-0_' 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'4" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOTE: 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 3�z"` SEE ARCH PLAN I I 2x4 CONT. TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS x X NAILS @ 24" O C 2x4 SILL PLATE W! (2) 11 2x6 VERTICAL @ 6'-0" NOTCH SILL AND 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY TO ALLOW VERTICAL 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d OPENING W/IN mJTOENAILS (NOTCHED @ 2x6 I BOTTOM HANDRAIL HANDBKNEEWALL VERTICAL LOCATIONS). NOTCH SILL PLATE TO TRUSS W/ (3) Y4" x 3" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS SECTION X -X N.T.S. FOR VERTICAL — NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS @ ANY OPENING A— ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4" x 3" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS SECTION X -X N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDi��:F �v E ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE ' STUDS W! (2) 16d TOE 32" NAILS NAILS ` 2x4 #2 SPF STUDS @ SEE ARCH PLAN 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE TOENAILS BOTTOM 2x4 #2 SPF STUDS @ x I x SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d FLOORING FOR STRAP TOENAILS BOTTOM 2x4 SILL PLATE W/ 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIC TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" 0.( FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING FLOOR BEAM SEE EQUALLY PLAN SPACED/CENTERED IN TRUSS TO OUTSIDE TRUSS SEE PLAN FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR 3/4"=1'-0" N.T.S. GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 5TH EDITION) PERPENDICULAR TO FLOOR 2x4 CONT. TOP PLATE (,ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS W z O_ L z 00 W = H U.) CL W o U U (n (D W Z C J_ 0 m O J W W W W O z M qt > `®e�` bP�`a' a O ®••va4•e•®®•® %j �j0 LLI � tZ- • • > �9 z g ,00 �* ® 0 J Q • U w, = lY ®e••eeie•®®• �� } 0 m U w a V O O U 0 w Cpl z �l ce) Q C6 U W d 1– m O z Q ^ U 2 O U U- 0 I..,i.. �S�G� ami U) a)0 0 z O Z �1ti�G � O � Q� O ..�. am L tY H V 0 H 0 � �^ h LL O VJ W O J 06 W 0LuNm Es QUOo:(6 o � U) ui J JLu m Q 0 O t m = Z Q ZQ E LLN w Q U N Q z W Q Z 0 N J U F_ W Z W 0 � w IL Z O z w 11 ~ Q N Q Z — 0 OZ ~ W O W 1 0C -4 O C4 O z M U) I— O W Z ---- 0U J p (,) W �"" 0 0 � C) 0 F— U) STRUCTURAL ENG: CFG Q DRAFTING H z STRUCT: TNT W— — - — -—— 0 QC CHECK MRB - -- —- III JOB No. TM -2153287 SCALE: AS INDICATED _._ ... DATE: 11.09 16 ST1