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356 Red Rose Ln 16-2683 (a)THORNBROOK COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC NEAT, 50 GAL. ELECTRIC W.H., 200 AMP SERVICE, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. GENERAL CONSTRUCTION NOTES CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CONSTRUCTION TYPE: LOT 9 THORNBROOKE 50S THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE I)APHFNF TTT c)nn F1 FV A THE SEPARATION IS A 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) R102.3.5. ■ EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6] AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH GARAGE RIGHT HEAD, OR 1/6 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926, PER F.B.C.R. 5TH EDITION (2014) R103b.2.1 WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH 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 RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED: PER F.B.C.R. 5tH EDITION (2014) 8103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE TAYLOR MORRISON BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER, STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926: STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 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 S.F. 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 REDRAW NOTES OS -22-16 CREATED LOT SPECIFIC PLAN FOR LOT 9, IN THORNBROOKE 50'S; ELEVATION "A" GARAGE RIGHT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLASS INSERT, POCKET SLIDER AT FAMILY ROOM, DOUBLE FRENCH DOORS AT DEN, POOL PRE -WIRE, RADIANT BARRIER, SPRAY MASONRY FOAM, GOURMET KITCHEN, FLOOR OUTLET AND MISC. ELECTRICAL OPTIONS, PLAN REVISIONS CORD COPY 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 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING: DRAWING INDEX I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND X ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER 45 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 COV - GENERAL NOTES, INDEX, SPECIFICATIONS GORRO51ON-RE5I6TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8, IUINDOIll INSTALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE iso STATE sTEAST 1 —SLAB INTERFACE PLAN 01.,�RM�A 34677 PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 813 . 925 .1300 `TM 813. 925. 1800 FAX 2A1 - MAIN FLOOR PLAN NOTES DWELLING / GARAGE OPENINGS: WWW.DAVISBEW&COM THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE56 THAN 13/$" iN 4CKNE55, SOLID CORE (S.C.) OR HONEYCOMB TA %4PAsr :>E 2A2 — MAIN FLOOR PLAN DIMENSIONS CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF CLOSING DEVICE. 94 fZ � ca FLOOD ZONE REQUIREMENTS: N2B1 - UPPER FLOOR PLAN NOTES PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. to a4 oZ 2B2 UPPER FLOOR PLAN DIMENSIONS ASPHALT SHINGLES (IP APPLICABLE): Q 1. WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R9052.6.1. ccn 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 co 2C - INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11; A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL *0 3A1 - FRONT E LEVA ION (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE II, A5TM D 4869, TYPE IV OR A6TM D 615116 REQUIRED IN ACCORDANCE WITH SECTION �� ,••' •'•.••��2 8905.2.1. A-101 3A2 — SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONCLAY AND CONCRETE TILE (IF APPLICABLE) ° s THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R 5,TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 2 %'j coo' O 3A3 FLASHING DETAILS RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsp 15 DETERMINED IN ACCORDANCE WITH � �''i� �••.� •.'eco.) !Z* T SECTION 8301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.. - 5TH EDITION (2014) R905,3.3 SHALL CONFORM WITH ASTM D 226, TYPE �i�� •••• �!C xl, "� A /I _ FLASHING 1 A S N I N G D E 1 /\ILS II; ASTM D 2626, TYPE II; OR ASTM q 1910 OR A5TM D 6380, CLA55 M MINERAL 5URFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH J/'-�4 L/--'� A WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsv 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS 4A - MAIN FLOOR ELECTRICAL PLAN OF 845118,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) 4B- UPPER , FLOOR ELECTRICAL L P I /\ N I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE V /"L 1_/'1 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER 0 0 TUB AND 5HOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN (COMPLIANCE WITH ASTM C1288, 01325; 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: 1. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 51 -46 -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITIGIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. z 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RSER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS 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. MECHANiL,AL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, #26 GAUGE (0.48 REVIEWED FOR CODE COMPLIANCE mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ' .n 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 6Y5TEM5 SHALL BE RAI5ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO PLANS EXAMINER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 0 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL DATE OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF ch SECTIONS M1411.3. SANFORD BUILDING DIVISIOiV EXHAUST PANS AND VENTING:. >= A PERMIT ISSUED SHALL BE CONSTRUED WOWORKK AND NOT AS TO BE A LICENSE TO PROCEED WITH THE I: OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET SOFFIT, RIDGE VENT OR CRAWL SPACE. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 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 0 CODES, NOR SHALL ISSUANCE OF PERMIT PREVENT TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS IN51DE THE BUILDINGS. J THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, 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 CONSTRUCTION OR VIOLATIONS OF THIS CODE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE • MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN I5 INSTALLED AND LISTED AND .....�.�....� LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER COMPACTION TEST FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER UQUTREi3 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 2600 Results to be Verified EXHAUST 5Y5TEM IS EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." • at Slab Impection 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG. ATTENTION GENERAL CONTRACTOR / BUILDER: TITLE • /V0 ISSUANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO COVER SHEET APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING GENERAL NOTES SlAFIRD CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY - REVI5ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL �0- FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. I0-14-2015 • JOB NUMBER 26002.208 CAD F1LE NAME LOT 9 ISSUED 08-22-16 REVISED #6'2683 x ro LO J r0 J h� O N. 00 N M .r- 6 QNJcy V �• 0 `� 1 Jho 0 n o:� 0 kt_6 L*N (0 0 +� zr° • JOB NUMBER 26002.208 CAD F1LE NAME LOT 9 ISSUED 08-22-16 REVISED #6'2683 G.G. VERIFY POOL PRE -WIRE v v • x m r,. m C ro EST. 1994 F z=- - 0 e � ep G.G. VERIFY POOL PRE -WIRE o s N TAPERED COLUMN ABV, (TYP.) MOM v 13'-0" • x m r,. m C ro EST. 1994 F z=- - 0 e � 000) V�a o s N TAPERED COLUMN ABV, (TYP.) MOM JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED I'-4" 13'-0" • x m r,. DAVIS BEWS DESIGN GROVP C ro EST. 1994 F z=- - 1, e � 000) V�a C7 5 . m ` Dye A/C PAD NO, 2 0" A/C PAD NO. I �� 00 N ... 0 c 0 (VERIFY (VERIFY � Zr�a QI LOCATION) j LOCATION) e G.C, VERIFY ACRYLIC 8 8 I ON LANAI a ELEVATION (-) 0'-4" 8" 3' 4" 9'-2" 8" 15'-0" « RECESS FOR POCKET SLIDER FLOOR OUTLET (VERIFY LOCATION) cU G.C. TO DETERMINE EXACT LOCATION OF FLOOR OUTLET PRIOR TO SLAB POUR 264' \ \ PROVIDE CONDUIT n \ IN SLAB FOR \ SLAND ELECTRIC "p �I N REFERENCE PRGVIDE WATER ELEVATION LINE FOR ICE MAKER (+) 0,-0„ REF. L — — _J 8' ? II' 6.. 2'-911 4t.5116-2" LINE OF TILE / } SEAT ABV. III ELEVATION Ia SHOWER -- ( r --- --- RECESS /\I� 26'-10" 2' 0" N 3' 2" M I' 5" 3'-1" \ F OPT. I -OPT. -I __ GARDEN� DRYER I I WASHER I 4'-1" ` / L__JL_-J ---2x6 U-- ELEVATION ` 1 l) -4" 0' HEAD/ / VALVE 50 GAL. ELEVATION W.N. \ . �;',✓ERS .._� l) 0'-4" � II O .,. I J L_ J I I I' 2" 10'-4" I&,_011 bill 20'-8" all ELEVATION OIL ELEVATION (+) 0'-0" AA 3A2 (+) 0'-0" ELEVATION PAYER DRIVE 'LEAD WALK — - - 3' 0" 16'-0" I6'-0" 221•0" 40'-0" JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED e • x m r,. DAVIS BEWS DESIGN GROVP C ro EST. 1994 F z=- - 1, e � 000) V�a C7 5 . m ` Dye �� 00 N ... 0 c 0 L,; c" 0— L. 0 fp 0) 0 � Zr�a JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED e DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.L7AVISBEWS.CAM TAMPA * DENVER. EST. 1994 F z=- - e � JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED e DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.L7AVISBEWS.CAM TAMPA * DENVER. EST. 1994 F z=- - JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED SLAB INTERFACE PLAN GARAGE RIGHT • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.92.5.1300 TEL 813.925.1800 FAX W W W.L7AVISBEWS.CAM TAMPA * DENVER. EST. 1994 F z=- - SLAB INTERFACE PLAN GARAGE RIGHT • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.G.R. - 5TH EDITION (2014). 3'-6"x 4, 3'-6°x3'-6° Q A/C PAD NO. A/C PAD N0. i (VERIFY (VERIFY LOCATION) LOCATION) G.C. VERIFY TO.M. T.O.M. T.O.M. T.O.M. POOL PRE IllIRE 9 4" 9' 4" 9' 4" 9' 4' A.F.F. A.F.F. A.F.F, A.F.F. BOTT. Or LINTEL --� — — - — — — — — — — BOTT. OF LINTEL — - - — - BOTT. OF LINTEL � — — — — — - I AT 8'-O""IFF, LANAI AT 84" A.F.F. AT 8'-0" A,FR REFER TO SHEET 40'-O"x10'-0" I 2A2 FOR MAIN FLOOR 9'-4" PLT. HT. 1 I PLAN U1/ DIMENSIONS 1 GC. VERIFY ACRYLIC ON LANAI BOTT. OF LINTEL-�- � AT 8'-0" AFF m a 1 T.O.M. 2 - 26 5H. 9' 4" 3 - 26 5H. Z. AT 8O"HD. AT 84" 9-06-0 TEMP. PKT. SLIDER H.B. BRKFST 91-4" 2 STORY_ TYPICAL MASONRY • • x ro w WINDOW SCHEDULE 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C WINDOW WIDTHS � 20" 21" 31" 53" N . ryo WINDOW CALL -OUTS m0co 9 N , I LANDING >JM (D 26" olL 12 3H 1/2 32 5H 22 5H 32 5H W o�Co 3�E i. 0f0 _ 39" 0 13 6H 1/2 33 5H 23 5H 33 5H ZoN E 0 J p 51" u 14 5H 1/2 34 5H 24 5H 34 5H m 3: z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H 12" 16 5H 1/2 36 5H 26 5H 36 5H G,C. VERPY MA50NRY OFENING5 FOR ALL JNDOW5, cn W WINDO J 31ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. Z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (31NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F,G) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.5.G.R. - 5TH EDITION (2014). 3'-6"x 4, 3'-6°x3'-6° Q A/C PAD NO. A/C PAD N0. i (VERIFY (VERIFY LOCATION) LOCATION) G.C. VERIFY TO.M. T.O.M. T.O.M. T.O.M. POOL PRE IllIRE 9 4" 9' 4" 9' 4" 9' 4' A.F.F. A.F.F. A.F.F, A.F.F. BOTT. Or LINTEL --� — — - — — — — — — — BOTT. OF LINTEL — - - — - BOTT. OF LINTEL � — — — — — - I AT 8'-O""IFF, LANAI AT 84" A.F.F. AT 8'-0" A,FR REFER TO SHEET 40'-O"x10'-0" I 2A2 FOR MAIN FLOOR 9'-4" PLT. HT. 1 I PLAN U1/ DIMENSIONS 1 GC. VERIFY ACRYLIC ON LANAI BOTT. OF LINTEL-�- � AT 8'-0" AFF m a 1 T.O.M. 2 - 26 5H. 9' 4" 3 - 26 5H. Z. AT 8O"HD. AT 84" 9-06-0 TEMP. PKT. SLIDER H.B. BRKFST 91-4" 2 STORY_ JOB NUMBER 26002.207 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED © GIG, VOLUME 10'-10"x8'-9° el 9'-4" FLAT CLG. TILE CPT. m a 36" HFAMILY ROOM MASTER SUITE 34 H. 15'-9 x18 -11' 11'-9"x15'-1" o 0 COUNTERTOP -�. KNEE 0 2 -STORY VOLUME 9'-4" FLAT CLG. WALL Lu <? \ \ \ NOTE: * * * # o i - Oo \ \ ALL INTERIOR G.C. VERIFY 84" N N O0 \ \ ANGLED WALLS INTERIOR DOORS ' G.G. VERIFY CABINETS �� ARE AT 45° (UN.OJ AT MAIN FLOOR ARCH FROM � d Q ABOVE EXHAUST HOOD TO O c_� O�S� I * * * * > w 04" TO 8 -8 EXTEND UP TO CEILING. OL — o LINE OF SECOND FLOOR ABV. — — 000 - KITCHEN � �\ Imo- -�� --- _R/S_ 1 I 36 N. CONTINUOUS 6 �, 9 4 I I -� • • x ro w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER C LO 00 � � N . ryo IoAA V/ 2c 2 TORY m0co 9 N , I LANDING >JM `, olL o cu 421 h :2 3v o�Co 3�E i. 0f0 ro� ZoN E 0 JOB NUMBER 26002.207 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED © GIG, VOLUME 10'-10"x8'-9° el 9'-4" FLAT CLG. TILE CPT. m a 36" HFAMILY ROOM MASTER SUITE 34 H. 15'-9 x18 -11' 11'-9"x15'-1" o 0 COUNTERTOP -�. KNEE 0 2 -STORY VOLUME 9'-4" FLAT CLG. WALL Lu <? \ \ \ NOTE: * * * # o i - Oo \ \ ALL INTERIOR G.C. VERIFY 84" N N O0 \ \ ANGLED WALLS INTERIOR DOORS ' G.G. VERIFY CABINETS �� ARE AT 45° (UN.OJ AT MAIN FLOOR ARCH FROM � d Q ABOVE EXHAUST HOOD TO O c_� O�S� I * * * * > w 04" TO 8 -8 EXTEND UP TO CEILING. OL — o LINE OF SECOND FLOOR ABV. — — 000 - KITCHEN � �\ Imo- -�� --- _R/S_ 1 I 36 N. CONTINUOUS 6 �, 9 4 I I -� o 9 - 4 FLAT CLG GRASPABLE GLGC4 o TURN -OUT RAILING OVEN/ 00 TLE CPT. �� I I g 4 STAIR DATA: - � ti�� I I CLG. i 0 0 MICRO 18 RISERS AT 1 1.31" EACH 10.00" TREADS 7'7 4.. — — 9'2.0x8-0 CLG. OPT. REF. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 �z_— o 9 - 4 FLAT CLG GRASPABLE GLGC4 o TURN -OUT RAILING OVEN/ 00 TLE CPT. �� I I g 4 STAIR DATA: - � ti�� I I CLG. i 0 0 MICRO 18 RISERS AT 1 1.31" EACH 10.00" TREADS 7'7 4.. — — 9'2.0x8-0 CLG. OPT. REF. a- - c GLG 24" DEEP (2)1.68.0 �— 2-88-0 GLG. » CPT, TILE �lQ►otw FLAT HEADER �" "• �[ "•�Q"p� Z ��j"� � Z�- �! Q AT a'•0" v CLG- to — 9' 4„ M. BATH Q r2cc °' d — — — — — PWDR. cLG. 9 4 O , rd, •., g'` — — — — PD CLG. ��i � *"••. . ARCH FROM W - ED 5 SH. '�� 8' O" TO 8' 8" I 6 C° TILE SEAT 2-8x8.0 I e o � AV. IU.G, 34 N. DINING I I A _ TEMP.GLS.ON LOW WALL 11'-0"x10'-9" 1 2C a 42" LOW WALL a UNDER 9'-4" FLAT CLG. GPT, TILE Q "� 9'-4" �a, O COUNTERTOP O �►1. 1 I ;1 9 4 22 H. Z CLG. + a CLG. TUB DECK I I cLG. I I UTIL. o O 9 II II 0 FbP_f — I�opr, - 9NouJER GARDEN "� 2. 16 5H. a s Z 0 1 DRYER I I UTASNER I HEADI ~� u- - TUB a HE). AT 6-01'u' u I SN.T VALVE �� - n.�w x _ FLUSH FRAME DRYS 9 Wrt PAVERS GROIN 5TAN5ARq TO FURRING VENT .0 INSULATE _ IN FOYER / WALL — SOFFIT BOTT, NANSEN \ FLAT w1EADEIR Z �'I 4;T 8' 4" A.F.F. AT 8' 0" A.F.F. BOX Y HANGIN�a� PORCH A.N. 50 GAL. 18' -0"x8' -O" ANGLED SOFFIT W.H. 1 9'-4" PLT. HT. SEE DETAIL ON �--------.__..----------- SHT.2C(CENTER 0 ON DRYER VENT) / 2 x3 0 SOFFIT FOR A/C DUCT BOTTOM AT FLAT HEADER � FLAT HEADER _ _ _ � � 9 -4 7 TAPERED AT 8' 4"AFF, AT 8'-4" AFF. COLUMN — I GARAGE (SEE ELEV.) is AA L — — `— _j20' -8"x21'-0" 3A2 54"x22" ATTIC ACCE55 9'-4" PLT. HT. G.G. VERIFY GLA55 — INSERT FOR FRONT REFER TO SHEET DOOR. 2A2 FOR MAIN FLOOR u PLAN W1 DIMENSIONS iLINE OF GARAGE DOOR IN OPEN P051TION — — — — — — — — i un -It HATCHING LEGEND GC, VERIFY RADIANT BARRIER I I INSULATE WALL J -- -- 6C /ERIFY 1 5F1,'1Y MASONRY FOAM 116 0x1 0 O.N. GARAGEDOOR R MAIN FLOOR 1453 S.F. 2600 UPPER FLOOR 1141 S.F. TOM TOTAL LIYINC 200 SF 9'.411 PAVER DRIVE /LEAD UTALK A.F.F. GARAGE 411 S.F. LANAI 400 S.F. PORGN 144 S.F. TOTAL SQ. FT. 3(o21 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGH1 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • Lu u � ryo 2 TORY LANDING V LU E a- - c GLG 24" DEEP (2)1.68.0 �— 2-88-0 GLG. » CPT, TILE �lQ►otw FLAT HEADER �" "• �[ "•�Q"p� Z ��j"� � Z�- �! Q AT a'•0" v CLG- to — 9' 4„ M. BATH Q r2cc °' d — — — — — PWDR. cLG. 9 4 O , rd, •., g'` — — — — PD CLG. ��i � *"••. . ARCH FROM W - ED 5 SH. '�� 8' O" TO 8' 8" I 6 C° TILE SEAT 2-8x8.0 I e o � AV. IU.G, 34 N. DINING I I A _ TEMP.GLS.ON LOW WALL 11'-0"x10'-9" 1 2C a 42" LOW WALL a UNDER 9'-4" FLAT CLG. GPT, TILE Q "� 9'-4" �a, O COUNTERTOP O �►1. 1 I ;1 9 4 22 H. Z CLG. + a CLG. TUB DECK I I cLG. I I UTIL. o O 9 II II 0 FbP_f — I�opr, - 9NouJER GARDEN "� 2. 16 5H. a s Z 0 1 DRYER I I UTASNER I HEADI ~� u- - TUB a HE). AT 6-01'u' u I SN.T VALVE �� - n.�w x _ FLUSH FRAME DRYS 9 Wrt PAVERS GROIN 5TAN5ARq TO FURRING VENT .0 INSULATE _ IN FOYER / WALL — SOFFIT BOTT, NANSEN \ FLAT w1EADEIR Z �'I 4;T 8' 4" A.F.F. AT 8' 0" A.F.F. BOX Y HANGIN�a� PORCH A.N. 50 GAL. 18' -0"x8' -O" ANGLED SOFFIT W.H. 1 9'-4" PLT. HT. SEE DETAIL ON �--------.__..----------- SHT.2C(CENTER 0 ON DRYER VENT) / 2 x3 0 SOFFIT FOR A/C DUCT BOTTOM AT FLAT HEADER � FLAT HEADER _ _ _ � � 9 -4 7 TAPERED AT 8' 4"AFF, AT 8'-4" AFF. COLUMN — I GARAGE (SEE ELEV.) is AA L — — `— _j20' -8"x21'-0" 3A2 54"x22" ATTIC ACCE55 9'-4" PLT. HT. G.G. VERIFY GLA55 — INSERT FOR FRONT REFER TO SHEET DOOR. 2A2 FOR MAIN FLOOR u PLAN W1 DIMENSIONS iLINE OF GARAGE DOOR IN OPEN P051TION — — — — — — — — i un -It HATCHING LEGEND GC, VERIFY RADIANT BARRIER I I INSULATE WALL J -- -- 6C /ERIFY 1 5F1,'1Y MASONRY FOAM 116 0x1 0 O.N. GARAGEDOOR R MAIN FLOOR 1453 S.F. 2600 UPPER FLOOR 1141 S.F. TOM TOTAL LIYINC 200 SF 9'.411 PAVER DRIVE /LEAD UTALK A.F.F. GARAGE 411 S.F. LANAI 400 S.F. PORGN 144 S.F. TOTAL SQ. FT. 3(o21 S.F. MAIN FLOOR PLAN NOTES GARAGE RIGH1 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH •,•"I TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 I'-4" 10'-0" x ro 150 STATE STREET EAST OLD&WJt, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM C U 00 REFER TO 5HEET N' 2A FOR MAIN FLOOR JM PLAN W/ NOTES LLLo• 0 0 e — Omc0 --------------------------�'-------------—� E 1 lLt roN - ;o=o � _ - Nn z01oy $ S° LANAI �o I co 8" 3'-4" 9' 2" M.O. 8" 15'-0" 6' T 11 I I BRKFST �n tl' = FAMILY ROOM - MASTER SUITE O1 O _ 1.o, 2.0-0 000 KITCHEN — I V 31-411$5411 iv � I m � M — I �.F IL L-- ' ;A — 3'-2" 3.4 5' -IDU 4' 8" 6:TPWDR 6' I" 2'-1" `h I 5'-8° "` 2' 6" I'-1" 4'-1" - — M. BATH DINING I �' r - O $ I /' I2'-4"- ti-Q�� 3i -Q11 61.211 3i-6�� I1-811 N 61-411 - -'-- I I I M �UTIL o FIF-- 4"-- 6' 6" 4' 6" M.O. S" 0 L- O6' — PORCH L-\ O� �- I L---------- ----- -- 1'-2" 10 .4" GARAGE -------------------- ---------------- --REFER REFER TO 5HEET 2AI FOR MAIN FLOOR PLAN W/ NOTES 3' 0" /� 16'-01, M.O. 40'-0" MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH •,•"I TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 x ro 150 STATE STREET EAST OLD&WJt, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM C U 00 N' 2 N M JM LLLo• 0 0 — Omc0 E 1 lLt roN ;o=o - Nn z01oy MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH •,•"I TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLD&WJt, FLORIDA 34677 813. 925 .1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVF,} - EST. 1994 �- MAIN FLOOR PLAN DIMENSIONS GARAGE RIGH •,•"I TITLE • MAIN FLOOR PLAN DIMENSIONS II 2A2 to 00 cm cQ x ro U ro OJ L >M 04,1 n 0 J 4 0 � 0 20 E 0 � C Q co, ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). GUAR OPENING HE6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA554GE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCNE5 OF THE FIN15kED FLOOR PER F.5.G.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5H4LL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 ra) DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLCaSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CQM TAMPA •DENVER. TYPICAL WOOD FRAME WINDOW SCHEDULE --� EST. 1994000 WINDOW WIDTHS 24" 36" 48" V) WINDOW CALL -OUTS 20" Fes-- i515 F.G. 201$ F.G. 3018 F.G, 4015 F.G: W Z) � p � = 24" 1820 F.G, 2020 F.G. 3020 F.G. 4020 F.C. O J 36" u 1530 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H �--� z 60" 3 1850 5H 2050 5H 3050 5H 4050 5H 12" 1560 5H 2060 5H 3060 5H 4060 5H G.G. VERIFY ROUGH OPENING5 FOR ALL JINDOIJ5, w JINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURER AND 5PECIFIGATION5, Z REFER TO FLOOR PLANS FOR 5TYLE 0P UJINDOW U5ED (51NGLE HUNG 5H GA5EMENT C5MT, OR FIXED �LA55= �.GJ to 00 cm cQ x ro U ro OJ L >M 04,1 n 0 J 4 0 � 0 20 E 0 � C Q co, ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). GUAR OPENING HE6HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA554GE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCNE5 OF THE FIN15kED FLOOR PER F.5.G.R. - 5TH EDITION (2014) 8312.2 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5H4LL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 ra) DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLCaSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CQM TAMPA •DENVER. --� EST. 1994000 � p � �l L4 011,00000040, r%,o0 %� fill 0 0 EXTERIOR VE WALL (V) ne 0 0 Ulf --� EST. 1994000 UN.O.) O i O mnrrnnnuuwr~wrws��rw 2600 UPPER FLOOR PLAN NOTES SCALE: 114" = V-011 GARAGE RIGHT nnorwwrwwwrww.wmnriw • TITLE • UPPER FLOOR PLAN NOTES II 2B1 II • JOB NUMBER 26002,208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED — — — — — — — — — — — — — —----------------- - — — — — — — — — —-------------- K ca Y. - — — — — — — — NO i too J rO 0 CZ N' h I N� �C9 21� I - > JM 6 L,i • 3' 2" 11'-101, 4'-4" 4'-4" 13'-2" 3' 2.. I BEDROOM 3 3�E BEDROOM 2 to * m 4 0 Z r IT — — — — — — `„ N IFF - I M I BATH 3 _ �_ BATH 2 II II _ I I o /01 il LOFT DEN BEDROOM 4 Q N II' -6" 12'-1" 3'-2" 12'-9" I 4'-011 16'-0"1 16' 31-611 6 I I40'-0" I I F7 I I I I IL ------------ I - I I I I I REFER r0 5NEEr I I 251 FOR UPPER FLOOR PLAN UU NOTES I I I I I ------------- — — — — — — — — — — — — — — ------------- t � I I I I • JOB NUMBER 26002,208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED K ca Y. 150 STATE STR.E.Ir f' FAST C LDSMA& FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER NO i too J rO 0 CZ N' h N� �C9 21� 9 d r - > JM 6 L,i • O 0 'm� D 1 0-01, 0 0 3�E to * m 4 0 Z r IT • JOB NUMBER 26002,208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED UPPER FLOOR PLAN DIMENSIONS • SHEET • SCALE: 1/4" = I'-0" GARAGE RIGHT II Z t5 Z= .II } DAVIS BEWS DESIGN GROUP 150 STATE STR.E.Ir f' FAST C LDSMA& FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994— UPPER FLOOR PLAN DIMENSIONS • SHEET • SCALE: 1/4" = I'-0" GARAGE RIGHT II Z t5 Z= .II 1/16 0.5.8. TRU55E5 BEYOND BLOWN IN5ULATION ATTIC ACCESS DETAIL 5 1/4" CROWN MOULDING 5MOOTH FIN15H W/ 5EMI GLO55 PAINT /-11/4" BASE BD, (1443) G.C. VERIFY DAVIS BEWS DESIGN GROVP 5HIM A5 POP-UP DUTLET5 EST. 1994 REQ,D OJ 0) do 1" GA51NG FOPEN 2x 5TUD5 (PER STD. PLAN) 0Wc0 BA5E 3�E LLL rot, CABINET `co 1/16" 0.5.8. BACKING 1/2" DRYWALL CALI. TOP 5GALE: 1/2" : I'-0" 5 1/4" CROWN MOULDING 5MOOTH FIN15H W/ 5EMI GLO55 PAINT /-11/4" BASE BD, (1443) * * STAIR NOTE5: RAILING BALUSTERS 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 51DE OF A 5TAIRWAY ARE PERMITTED TO BE A 5UCH A 517E THAT A 5PHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENING5 FOR REQUIRED GUARDS ON THE 5IDE5 OF 5TAIR TREAp5 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAILS HANDRAIL5 FOR 5TAIRWAY6 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 LOWE5T R15ER. HANDRAIL ENDS 5HALL BE RETURNED 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 HANDRAIL5: CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA mmmma* ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R. 5TH EDITION (2014). * * * * * * CEILING 4" DIA. DRYER DUCT DRYER VENT DETAIL 5GALE: 1/4" : I'-0" G.C. VERIFY DAVIS BEWS DESIGN GROVP 5HIM A5 POP-UP DUTLET5 EST. 1994 REQ,D OJ 0) do 1" GA51NG �''=gym 2x 5TUD5 (PER STD. PLAN) 0Wc0 BA5E 3�E LLL rot, CABINET rp�fNO �co �n 1/16" 0.5.8. BACKING 1/2" DRYWALL CALI. TOP 5GALE: 1/2" : I'-0" * * STAIR NOTE5: RAILING BALUSTERS 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 51DE OF A 5TAIRWAY ARE PERMITTED TO BE A 5UCH A 517E THAT A 5PHERE OF 6 INCHE5 CANNOT PA55 THROUGH OPENING5 FOR REQUIRED GUARDS ON THE 5IDE5 OF 5TAIR TREAp5 5HALL NOT ALLOW A 5PHERE 4 3/8 INCHE5 TO PA55 THROUGH HANDRAILS HANDRAIL5 FOR 5TAIRWAY6 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 LOWE5T R15ER. HANDRAIL ENDS 5HALL BE RETURNED 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 HANDRAIL5: CONTINUOU5 GRA5PABLE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA mmmma* ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R. 5TH EDITION (2014). * * * * * * CEILING 4" DIA. DRYER DUCT DRYER VENT DETAIL 5GALE: 1/4" : I'-0" • JOB NUMBER 26002.208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED x m DAVIS BEWS DESIGN GROVP C U r0 EST. 1994 OJ 0) do 'A 0) YI �N�M �''=gym 00 m= :2 '0 0Wc0 3�E LLL rot, rp�fNO �co �n • JOB NUMBER 26002.208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED Lq CL N ca o ab Z ci cL u `x`011t1I1t/t/� ,moi U. °m es► 1 O M TO HALL 42" H. Z LOW WALL O 3/4" PLYWD, 3/4" PLYWp, cem DECKING DECKING _ = FLOOR 5Y5TEM FLOOR FLOOR I" N051NG FLOOR — — BEYOND SYSTEM 5Y5TEM 5Y5TEM -------_ 10.00 (TYP.) (TYP.) \ BEAM 36" H. BEAM RAILING Ix TREADS 2x8 J015T _ "` AND RISERS (TYP.) 10.00" 2x8 (TYP.) z 2x LEDGER — — 5TRINGERS Lu you ''' TO = _ _ (2) 2x8 '; 2x -TREADS -' >= n o"'`_c — — — AM5 � <- (2) 2x8 AND Ix RI5ER5 d, MASTER = — ! BE SUITE — 5TAIR TURN54 BEAMS 1" NOSING � — _ = � 90°7 0 (TYP.) (TYFmmm� P.) 5T0 A R GE 2x STRINGERS = _ J UNDER • STAIRS I —r-- L 5TAIR6 IN T; LANDING- 8 TREAD5 AT 10.00" EACH FOREGROUND LANDING 8 TREAp5 AT 10.00" EACH • 2600 UNDER-5TAIR PROTECTION STAIR SECTION • ENCL05ED ACCESSIBLE 5PACE UNDER 5TAIR5 5HALL 5GALE:: 1/4" : P-0" HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 50FFIT TITLE • PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM PLAN DETAILS BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 .PLAN DETAILS- $CALE: 1/4" : I'-0" GARAGE RIGHT • SHEET�� • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL XWW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 Lq CL N ca o ab Z ci cL u `x`011t1I1t/t/� ,moi U. °m es► 1 O M TO HALL 42" H. Z LOW WALL O 3/4" PLYWD, 3/4" PLYWp, cem DECKING DECKING _ = FLOOR 5Y5TEM FLOOR FLOOR I" N051NG FLOOR — — BEYOND SYSTEM 5Y5TEM 5Y5TEM -------_ 10.00 (TYP.) (TYP.) \ BEAM 36" H. BEAM RAILING Ix TREADS 2x8 J015T _ "` AND RISERS (TYP.) 10.00" 2x8 (TYP.) z 2x LEDGER — — 5TRINGERS Lu you ''' TO = _ _ (2) 2x8 '; 2x -TREADS -' >= n o"'`_c — — — AM5 � <- (2) 2x8 AND Ix RI5ER5 d, MASTER = — ! BE SUITE — 5TAIR TURN54 BEAMS 1" NOSING � — _ = � 90°7 0 (TYP.) (TYFmmm� P.) 5T0 A R GE 2x STRINGERS = _ J UNDER • STAIRS I —r-- L 5TAIR6 IN T; LANDING- 8 TREAD5 AT 10.00" EACH FOREGROUND LANDING 8 TREAp5 AT 10.00" EACH • 2600 UNDER-5TAIR PROTECTION STAIR SECTION • ENCL05ED ACCESSIBLE 5PACE UNDER 5TAIR5 5HALL 5GALE:: 1/4" : P-0" HAVE WALLS, UNDER-5TAIR 5URFACE AND ANY 50FFIT TITLE • PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM PLAN DETAILS BOARD PER F.B.C.R. - 5TH EDITION (2014) R302.1 .PLAN DETAILS- $CALE: 1/4" : I'-0" GARAGE RIGHT • SHEET�� • 11/2" THICK SAND FIN15N KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15N TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6,1 AND A5TM C 1063, THICK TPICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" C LEAR OPENING NEICaN15 TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN '12 INCHES A50VE THE E OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENIN65 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WIITHIN 24 INCNE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICIE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 12 6F777 G.G. VERIFY ALUMINUM OVER /SHINGLE ROOF 12 \----�6 2x6 5UB-FA5CIA 5TUCC0 —\ PLT. NT (TYPICAL) FIN15N PLT. HT 4" PANDING --- - _ _---_ 4" BANDING (TYP.) (TYP.) DECORATIVE %� FIXED SHUTTERS � � STUCCO � DECORATIVE DECORATIVE FINISH DECORATIVE BRACKET (SEE FIXED SPUTTERS (TYP.) GABLE LOUVER DETAIL) ITYPJ (TYP.) m 12 12 �E4 * r 66L& on N _.. 6" TRIM BD. Z crD ,/ STUCCO 3' 10" 3'-10" 5ECOND FF LINE L 5ECOND F.F. LINE ti CL. — 5HINGLE FIN15H 1111*il/l� 'J tcn T.O.M. 5NINGLE ROOF T.O.M. — ��\ °,.. ..•• ✓�� 6" BANDING Now" 4 • ° 2 .. 6" BANDING' W ° • W TEXTURED FINIS(a � SMooTH ,� STUCCO � RN15N y Z K co 150 STATE STP= EAST OLD5MAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM CU Lo ~Q Lu .jeoNr� Lu w N' h �c'JMM � a sm T d } W � °��• D z 0 0 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) 8103.6,1 AND A5TM C 1063, THICK TPICKNE56 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" C LEAR OPENING NEICaN15 TS, WHERE THE OPENING OF AN OPERABLE TED MORE THAN '12 INCHES A50VE THE E OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCNE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENIN65 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WIITHIN 24 INCNE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICIE5 AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 8312.2 12 6F777 G.G. VERIFY ALUMINUM OVER /SHINGLE ROOF 12 \----�6 2x6 5UB-FA5CIA 5TUCC0 —\ PLT. NT (TYPICAL) FIN15N PLT. HT 4" PANDING --- - _ _---_ 4" BANDING (TYP.) (TYP.) DECORATIVE %� FIXED SHUTTERS � � STUCCO � DECORATIVE DECORATIVE FINISH DECORATIVE BRACKET (SEE FIXED SPUTTERS (TYP.) GABLE LOUVER DETAIL) ITYPJ (TYP.) m 12 12 �E4 * r 66L& on N _.. 6" TRIM BD. Z crD ,/ STUCCO 3' 10" 3'-10" 5ECOND FF LINE L 5ECOND F.F. LINE ti CL. — 5HINGLE FIN15H 1111*il/l� 'J tcn T.O.M. 5NINGLE ROOF T.O.M. — ��\ °,.. ..•• ✓�� 6" BANDING Now" 4 • ° 2 .. 6" BANDING' W ° • W TEXTURED FINIS(a � SMooTH ,� STUCCO � RN15N y • JOB NUMBER 26002.208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED K co 150 STATE STP= EAST OLD5MAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM CU Lo ~Q 0 .jeoNr� N' h �c'JMM � sm T d L.>=jN 6 6 °��• 0 0 0� 0 i ty — ;: N t f0 r. 0 ._ 6. �h 0W Zr�0v • JOB NUMBER 26002.208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED COACH -Z LIGHT (TYP:)�s� °®•ye ♦ �C��S,IF IF I �` TEXTURED W 'elll'fillIII% JF FINISH i �„ 2' 0" 5Q. TEMP. O 71 MAIN F.F. LINE— -- — — — — — MAIN FF, LINE GRADE LINE . TEMP. -� 1A55UMEC>! SIDE LT. GRADE LINE (A55UMEq) FRONT ELEVATION oa 5CALE: 1/4" = I'-0" ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED 5TYROFOAM = OR EQUAL BRACKET 4" FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL 5CALE: 1/2" , 11-0" 4" 51/4" CROWN MOULDING 811 L. TYP. WINDOW/ DOOR TRIM DETAIL 5CALE: 1/2" = I'-0" ELEVATION "All- GARAGE A"GARAGE RIGHT H � crN OO O 2600 _ • TITLE • FRONT ELEVATION DETAILS 01 • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STP= EAST OLD5MAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER =� EST. 1994 COACH -Z LIGHT (TYP:)�s� °®•ye ♦ �C��S,IF IF I �` TEXTURED W 'elll'fillIII% JF FINISH i �„ 2' 0" 5Q. TEMP. O 71 MAIN F.F. LINE— -- — — — — — MAIN FF, LINE GRADE LINE . TEMP. -� 1A55UMEC>! SIDE LT. GRADE LINE (A55UMEq) FRONT ELEVATION oa 5CALE: 1/4" = I'-0" ROUNDED TOP FOR WATER RUN-OFF PRE -FINISHED 5TYROFOAM = OR EQUAL BRACKET 4" FRONT VIEW SIDE VIEW DECORATIVE BRACKET DETAIL 5CALE: 1/2" , 11-0" 4" 51/4" CROWN MOULDING 811 L. TYP. WINDOW/ DOOR TRIM DETAIL 5CALE: 1/2" = I'-0" ELEVATION "All- GARAGE A"GARAGE RIGHT H � crN OO O 2600 _ • TITLE • FRONT ELEVATION DETAILS 01 • SHEET • 36'-4" (VERIFY W/ TRU55 MANUF) 12 6C? 12 VENT CALCULATIONS BASED ON THE FOLLOWING = ROOF TRUSSES * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT AT 24" O.C. * 9.7 SQ, IN. PER LINEAR FOOT OF SOFFIT VENT (TYPICAL) G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. OPEN * * * * * * * * ---- - - - - -- Lj----------------2-s-------------- - LOFT ii do f �e i 42,H LOW W ALL e aLANAI ROOF D4 4 VENT REQUIREMENTS4:12 FSSTMr VENTILATION CALCULATIONS ATTIC AREA = 400 SQ. FT. / 300 =1.33 SQ. FT. i ... BEAM PORCH 0:: EN �� X 144 =192 SQ. IN. L CONC. ---------------------------------------------------- _ LINTEL HALF AT UPPER 2/3 ROOF VENTS = 96.00 SQ. IN. t JOB °' °' � � D _ _ _ B R S °' LANAI CAD FILEBER NAME L000�.208 # UPPER 2/3 ROOF VENTS REQUIRED =1 V _ HALF AT LOW SOFFIT / EAVE VENTS = 96,00 SQ, IN. i i KIE N - ISSUED 08-22-16 ACTUAL SOFFIT VENTILATION = 582.0 SQ. IN. j 1 REVISED OFF -RIDGE �e VENT (TYP) SECTION AA SCALE: I/8" - 1'-0 UPPER ROOF VENT REQUIREMENTS RIDGE I 6:12 6:12 VENTILATION CALCULATIONS _,� i • • ATTIC AREA = 1454 SQ. FT. / 300 = 4.85 SQ. FT. I -J j 12 12 X 144 = 698 SQ, IN. 1t_1 I MAIN F.F. LINE _ _ _ MAIN FF. LINE _ _ _ _ _ _ MAIN F.F. LINE ao N 612 C' .._._ x 10 SHINGLE C Lo U�0 GRADE LINE (ASSUMED) OJ i J w O ROOF 0 HALF AT LOW SOFFIT / EAVE VENTS = 348.96 SQ. IN. i� 04 co PLT. HT. - - _ �• >JN L L aLL • ACTUAL SOFFIT VENTILATION =1480.8 SQ. IN. i�r: 0 O me J 71 0 `EEE_O00V0o 1��•'° I� -- -------- LL L >E _' � 3}iN r0 , fD L.0 /TUCCo �+ Z620 HATCHING INDICATES LINE i a 1t_1 I MAIN F.F. LINE _ _ _ MAIN FF. LINE _ _ _ _ _ _ MAIN F.F. LINE ao N 612 C' .._._ DAVIS BEWS DESIGN GROVP SHINGLE TAMPA • DENVER, GRADE LINE (ASSUMED) HALF AT UPPER 2/3 ROOF VENTS = 348.96 SQ, IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 i J w O ROOF U;.C44 HALF AT LOW SOFFIT / EAVE VENTS = 348.96 SQ. IN. i� yO PLT. HT. - - _ 1.0 PLT. HT. SCALE: 1/8" : 1'-0" ACTUAL SOFFIT VENTILATION =1480.8 SQ. IN. i�r: i oa 1��•'° I� -- -------- --� --- -- --,I �'.' Q /TUCCo SHINGLE iW 1/ ••0 HATCHING INDICATES LINE i a 5HINGLE FIN16H ROOF -0F RECE55 IN TRU55E5 _i ROOF 8 12 n o FOR HANGING AM i 5ECOND F.F. LINE 2 8 �_� SECOND FF. LINE STUGGO Q 4 12 6 ,' _ _ _ — FINISH 6 BANDFING -----------------------r-______- -,T -------- T.O.M. �° T.OM. T.O.M. 7 1 TEXTURED TEXTURED 2' 0" l 8 ; i " r -i F-1 i �� ;� , E� ; � '�I TEXTURED FINISH _ = e Q - FIN15H� _ FINISH TYP. RETURN �! -ILL------------LJ --- --- AT SIDES 1t_1 I MAIN F.F. LINE _ _ _ MAIN FF. LINE _ _ _ _ _ _ MAIN F.F. LINE ao N 612 C' .._._ DAVIS BEWS DESIGN GROVP 150 STATE STR.E1r T EAST OUXMAR, FLORIDA 34677 813. 923. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER, 1t_1 I MAIN F.F. LINE _ _ _ MAIN FF. LINE _ _ _ _ _ _ MAIN F.F. LINE ao N 612 C' GARAGE / PORCH ROOF 'd�•'•.'* VENT REQUIREMENTS ROOF PLAN-, •••• � .�� VENTILATION CALCULATIONS SCALE: 1/8" - 1'-0" ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ, FT. X 144 = 298 SQ. IN, 12 12 HALF AT UPPER 2/3 ROOF VENTS =149.04 SQ. IN. 6� SHINGLE �6 # UPPER 2/3 ROOF VENTS REQUIRED = 2 ROOF HALF AT LOW SOFFIT / EAVE VENTS = 149.04 SQ. IN. PLT. HT. F.G. PLT. HT. ACTUAL SOFFIT VENTILATION = 514.1 SQ. IN, — - - STUCCO STUCCO FINISH N FINISH cp *12 D4 SECOND FF, LINE4SHINGLE SECOND FF. LINE r/ T.O.M. ROOF ---° TDM. d E m TEXTURED 11/2 THICK FINISH 5AND FINISH MAIN FF, LINE KEYSTONE - - - .._._ z GRADE LINE (ASSUMED) J w O LEFT ELEVATION U;.C44 a 1.0 AA SCALE: 1/8" : 1'-0" �• i�r: i oa 1��•'° I� -- -------- --� --- -- --,I �'.' Q iW 1/ ••0 GARAGE / PORCH ROOF 'd�•'•.'* VENT REQUIREMENTS ROOF PLAN-, •••• � .�� VENTILATION CALCULATIONS SCALE: 1/8" - 1'-0" ATTIC AREA = 621 SQ. FT. / 300 = 2.07 SQ, FT. X 144 = 298 SQ. IN, 12 12 HALF AT UPPER 2/3 ROOF VENTS =149.04 SQ. IN. 6� SHINGLE �6 # UPPER 2/3 ROOF VENTS REQUIRED = 2 ROOF HALF AT LOW SOFFIT / EAVE VENTS = 149.04 SQ. IN. PLT. HT. F.G. PLT. HT. ACTUAL SOFFIT VENTILATION = 514.1 SQ. IN, — - - STUCCO STUCCO FINISH N FINISH cp *12 D4 SECOND FF, LINE4SHINGLE SECOND FF. LINE r/ T.O.M. ROOF ---° TDM. d E m TEXTURED 11/2 THICK FINISH 5AND FINISH MAIN FF, LINE KEYSTONE - - - iiiiLili ■ TEXTURED FINISH - _ MAIN FF. LINE (IF APPLICABLE) GRADE LINE RAISED (ASSUMED) 5AND FIN15N TEXTURED BANDING UEAR OPENING HEIGHTS RF AR F1 FVATT IN DWELLING, UNIT5, WHERE THE OPENING OF AN OPERABLE SCALE: 1/8" - I' -(D" UNDCW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MINIMUM OF 24 INCHES 45OVE THE FINISHED FLOOR OF THE 12 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6E12 _ SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Q6 ' INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / SCALE: 3" = 1'-0 ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 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 REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 L5HINGLE ROOF _ PLT. HT._ TUCCO SHINGLE FIN15H� ROOF � r Lu 2 "A 12 �HINGLE 1 g D4 5ECOND FF. LIN � "A6 ROOF 8" SECOND FF. LINE - - - T.O.M. T.O.M. 2'-0" d TYP. LTEXTURED @ `-TEXTUREDTEXTURED AT SIDESRETURN FINI5H� TEMP. FIN15H7 * v, FINISH MAIN F.F. LINEMAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - I'-011 ELEVATION "A" GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • z O w Q 1.0 LLJz iiiiLili ■ TEXTURED FINISH - _ MAIN FF. LINE (IF APPLICABLE) GRADE LINE RAISED (ASSUMED) 5AND FIN15N TEXTURED BANDING UEAR OPENING HEIGHTS RF AR F1 FVATT IN DWELLING, UNIT5, WHERE THE OPENING OF AN OPERABLE SCALE: 1/8" - I' -(D" UNDCW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MINIMUM OF 24 INCHES 45OVE THE FINISHED FLOOR OF THE 12 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6E12 _ SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Q6 ' INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / SCALE: 3" = 1'-0 ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 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 REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 L5HINGLE ROOF _ PLT. HT._ TUCCO SHINGLE FIN15H� ROOF � r Lu 2 "A 12 �HINGLE 1 g D4 5ECOND FF. LIN � "A6 ROOF 8" SECOND FF. LINE - - - T.O.M. T.O.M. 2'-0" d TYP. LTEXTURED @ `-TEXTUREDTEXTURED AT SIDESRETURN FINI5H� TEMP. FIN15H7 * v, FINISH MAIN F.F. LINEMAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - I'-011 ELEVATION "A" GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • ■ TEXTURED FINISH - _ MAIN FF. LINE (IF APPLICABLE) GRADE LINE RAISED (ASSUMED) 5AND FIN15N TEXTURED BANDING UEAR OPENING HEIGHTS RF AR F1 FVATT IN DWELLING, UNIT5, WHERE THE OPENING OF AN OPERABLE SCALE: 1/8" - I' -(D" UNDCW 15 LOCATED MORE THAN 12 INCHES A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BEA MINIMUM OF 24 INCHES 45OVE THE FINISHED FLOOR OF THE 12 ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 6E12 _ SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT Q6 ' INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.5.C.R. - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / SCALE: 3" = 1'-0 ALLOW P455AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 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 REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 8312.2 L5HINGLE ROOF _ PLT. HT._ TUCCO SHINGLE FIN15H� ROOF � r Lu 2 "A 12 �HINGLE 1 g D4 5ECOND FF. LIN � "A6 ROOF 8" SECOND FF. LINE - - - T.O.M. T.O.M. 2'-0" d TYP. LTEXTURED @ `-TEXTUREDTEXTURED AT SIDESRETURN FINI5H� TEMP. FIN15H7 * v, FINISH MAIN F.F. LINEMAIN F.F. LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 1/8" - I'-011 ELEVATION "A" GARAGE RIGHT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • BUILDING WRAP TO GO OVER FLASHING J !'\ -�---- FLASHING TO BE FLEXIBLE SELF #1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL � TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �Fgrh, FOLD UP WEATHER ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FR RESISTIVE BARRIER & ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE UNDERLAYMENT (REFER TO RFSi COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ST PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 12 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE e�R AS HURRICANE STRAP IPER PITCH PER ROOF FRAMING PLAN �J� WEATHER RESISTIVE ELEV. BARRIER 0 � 0P SILL PLATE (SEE DETAIL B TO :Z4FOR OPTIONS) S� �� BRG. HGT. ALUM. DRIP EDGE- p� 44) CORNER PATCH 2x6. FASCIA C4Z VENTED ALUM. SOFFIT FLASHING. ® SHEATH & EXT. FINISH FLASHING WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM NOTES: DBL. HEADER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL WINDOW AND SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR"Z" FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER , i - EXTERIOR OPTION - A RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE FLASHING 2 WOODEN (ASSEMBLED 1 SIDING WINDOW) FLASHING 2 i _i FLASHING SILL PLATE SEE NOTE #2� FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING NAILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH I BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. I I 20" FLOOR TRUSS i � ' 2X8 TRIM BOARD I I I I I I STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST ° AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS �o TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED 1N 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. 'N 60 o R703.2 WATER -RESISTIVE BARRIER ci ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH P _j cwn tt%%%111111jjj ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF m u. ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS ■..`+��zy f� • 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 a �> 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 w 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 O CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED Q 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 I�'I DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE W 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 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. 0 ch 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 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 Fmm PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2600 6. AT WALL AND ROOF INTERSECTIONS. • TITLE 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • SHEET • FLASHING DETAILS N1.6. 15/32 O.S.B. SHEATHING • • BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z DESIGN GROVP FLASHING UNDER S.G.D. AS 150 STATE STREET EAST RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF VA W.DAVISBEWS.COM CONST. ADHESIVE TO BE APPLIED L� 94- CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6" .USE LIQUID NAIL BRAND OR EQUAL L AND DECK FLASHING. EXTERIOR FINISH WATER PROOF CAULKING -- PER BUILDER �. >>JC4 / � a = PROVIDE SELF ADHERED - FLASHING j _ LAPPING DOWN OVER RIM JOIS� o�C0 AND UP WALL BY 6" 3�El / Moll WATERPROOF MEMBRANE - 2X12 #2 SYP CONT LEDGER W/ 40z (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 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �Fgrh, FOLD UP WEATHER ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FR RESISTIVE BARRIER & ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE UNDERLAYMENT (REFER TO RFSi COVER SHEET) 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ST PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 12 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE e�R AS HURRICANE STRAP IPER PITCH PER ROOF FRAMING PLAN �J� WEATHER RESISTIVE ELEV. BARRIER 0 � 0P SILL PLATE (SEE DETAIL B TO :Z4FOR OPTIONS) S� �� BRG. HGT. ALUM. DRIP EDGE- p� 44) CORNER PATCH 2x6. FASCIA C4Z VENTED ALUM. SOFFIT FLASHING. ® SHEATH & EXT. FINISH FLASHING WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM NOTES: DBL. HEADER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL WINDOW AND SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR"Z" FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER , i - EXTERIOR OPTION - A RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE FLASHING 2 WOODEN (ASSEMBLED 1 SIDING WINDOW) FLASHING 2 i _i FLASHING SILL PLATE SEE NOTE #2� FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING NAILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING EXTERIOR FINISH I BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP WATERPROOF MEMBRANE WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. I I 20" FLOOR TRUSS i � ' 2X8 TRIM BOARD I I I I I I STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST ° AND UP WALL BY 6" SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS �o TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED 1N 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. 'N 60 o R703.2 WATER -RESISTIVE BARRIER ci ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH P _j cwn tt%%%111111jjj ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF m u. ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS ■..`+��zy f� • 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 a �> 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 w 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 O CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED Q 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 I�'I DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE W 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 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. 0 ch 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 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 Fmm PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2600 6. AT WALL AND ROOF INTERSECTIONS. • TITLE 7. AT BUILT-IN GUTTERS. FLASHING DETAILS • SHEET • FLASHING DETAILS N1.6. ° JOB NUMBER 26002.208 ° CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED V9m • • x DESIGN GROVP Lo U r0 150 STATE STREET EAST OUNW&, MORMA 34677 0 VA W.DAVISBEWS.COM A •DENVER. L� 94- N0) y M O c"I a� N y � �. >>JC4 QyIL • 0 0 ro� 0" Q J T O o�C0 3�El L o++m CO i 40z 0 -V ° JOB NUMBER 26002.208 ° CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED V9m II JAJ .II DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUNW&, MORMA 34677 813. 925. 1300 'TEL 813. 925. 1800 FAX VA W.DAVISBEWS.COM A •DENVER. L� 94- II JAJ .II iHEATHING EXTURE IN15H COAT 3ROWN COAT iCRATCH COAT )ELF -FURRING .ATH WO LAYERS WRB JEEP SCREED ERMINATE SELF OHE5IVE FLASHING J LOWER N05E OF 1.W.W.5. SELF ADHESIVE LASHING 1A50NRY BLOCK ALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING --�' REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW UNPERFORAT D • • x m 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN r0 JLo o WEATHER RESISTIVE BARRIER WINDOW UNIT 0 IN ACCORDANCE WITH ACCORDANCE WITH TAMPA • DENVER EST. 1994-- DOOR ROUGH OPENING - fJ - ASTMC926 ASTMC926 SLOPE 0 0.3 in: 12.0 in Co LL APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT 0 0 WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) 05% MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR, ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER OF DOOR AND RETURN SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD �f WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND EXTERIOR _ BUILDING PAPER BUILDING PAPER OR EQUAL WEATHER PROOF CAULKING C3 CEMT. FIN. 7/16" O.S.B. SELF -ADHERED FLASHING BUILDING PAPER ;' 7/16" O.S.B. SHEATHING SHEATHING , SEAL TOPS OF JOISTS - �� WIRE LATH KEEP TOP EDGE OF WEEP UNDER DECKING (SEE DETAIL WP07) SUBFLOOR ' METAL .SCREED 2" BELOW TOP OF - ' FLASHING BLOCK - _ = -_ - 31/2" - RIM JOIST E VULCUM CAULK BOTTOM FLANGE 7/8,. JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" SELF -ADHERED FLASHING ABOVE ROOF 1/2" CEMENTITIOUS EXTERIOR DOOR WITH DECK - SECTION A SELF -ADHERED FLASHING SHEATHING CEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE EXTERIOR - MECHANICALLY FASTEN IF RUBBERIZED ASPHALT- ®°�°m MITER CUT AND SHEATHING NEEDED IN CORNERS RUBBERIZED ADHESIVE �� ® ® CAULKED ALL BUTT CEMENT PLASTER IN 3/4 -1 BEAD OF CONSTR. INSTALL SELF -ADHERED ASPHALT ADHESIVE \ ° °�;.® ° °®° a JOINTS NEED TO BE ADHESIVE TO BE APPLIED UNDER --- FLASHING JAMB & HEAD THROUGH SELF -ADHERED ACCORDANCE WITH UVVR SEE FLASHING SELF ADHERED FLASHING ® EMBEDDED IN THRESHOLD OFD OR AND RETURN - - ASTMC926 OVER WOOD UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW 2ND FLOOR SEALANT USING OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) VULCUM CAULK FOR / SCORED ALL RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM T RELEASE PAPER TO EXPOSE VERTICALLY FROM -. BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD / SECTION -A (SEE DETAIL WP02) - SELF -ADHERED FLASHING 1/2" CEMENT PLASTER FINISH SELF -ADHERED - I FLASHING \ 2 1/2" PERFORATED SEAL TOPS OF JOISTS - - `� "° ° FLANGE 1/2" WEEP UNDER DECKING -*INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS CEMENT "` °°®°® BLOCK SCREED • JOB NUMBER 26002.208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED • • x m DESIGN GROVP r0 JLo o 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 0 J I, 0 W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994-- 00 N�M 0 Co LL 0 0 ro` 05% EOroEO 11 L — a) LS 4a N 6c m 4 o Nroti Z;n�v • JOB NUMBER 26002.208 • CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER �/ % \`j SHEDDING LAPS ° ®�° It N OVER �r , / ° m,®°® rA r BLOCK 1ST% % %Y= co N SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR co Z ap EXTERIOR DOOR WITH DECK INSIDE CORNER ;I - lk INSTALL BOTTOM EDGE OF .J ui ��' �� '° •••"•• SLAB WEEP SCREED 1" BELOW C., Q•00 •% 00.0 • WALL SHEATHING ASPHALT SEALANT: /y CONT: GALV. "L" j FLASHING PER TEXTURED, PAINTED EXTEND MIN. OF 6 jj OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH -ASPHALT BASED j SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A j SPECIFIED ALL LEVEL VALLEY - VERTICAL WALL BEAUTY STRIP ROOF - 6„ j BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE — FLASHING W/ TAR VERTICAL RISE OF -� FLASHING AT KNEEWALL CONT. GALV. "L" �\ FLASHING PER N DIVERTER -= MANUFACTURES FLASHING_SEALANT SPECIFICATIONS \\ OVER ROOF \� "�— ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA - - COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. �- BEAUTY STRIP ROOF -- SHINGLE OVER '/// FLASHING W/TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION ,CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES TEXTURED, PAINTED EXTERIOR WALL FINISH SPECIFICATIONS r OVER ROOF SHINGLES W/ TAR ` W^rVr r HOLD EXTERIOR rrrtic FINISH 2" ABOVE y ROOF - - SHINGLE PER CONTRACT FLASHING CAULKING .. ROOF TO ()A- TYPICAL oRoo,� WALL FLASHING DETAIL \ RAKE METAL DRIP EDGE ` TO BE OVER \\ LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAFIGURE 2: WALL FINISH % WATERPROOFING ISHINGLE NTEED RD GABLE ENDS UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. SAVE 7" PIE TO USE IN ASPHALT SEALANT: /�', COURSE EXTEND MIN. 6" ABOVE ' ��/ --EMBED EACH SHINGLE IN A 2" FLASHING DO NOT NAIL WITHIN 6" OF 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL, ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL VALLEY CENTERLINE - WIDE STRIP OF ASPHALT i''� - RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE` FIGURE 4: VALLEY DETAIL METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES R�p� pEC:K so �RLPyM�N� \ Np PP GpVRG� pV�S� GpuRs� gE \ 5AANG gVp GpUR 5� 2 Z9„ 5 28 EAVES 7 FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. FINISH FLOOR . 4 f,CO �•s 2 <t Iw ° WJ = U c t .. OPTIONAL DETAIL /// 11111 WEEP SCREED DETAIL SCALE: NOT TO SCALE O e"% SHEATHING \� �� 1 SELF -ADHERED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. � J >= 2600 • TITLE • FLASHING DETAILS • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994-- (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER PLASTER �/ % \`j SHEDDING LAPS ° ®�° It N OVER �r , / ° m,®°® rA r BLOCK 1ST% % %Y= co N SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLOOR co Z ap EXTERIOR DOOR WITH DECK INSIDE CORNER ;I - lk INSTALL BOTTOM EDGE OF .J ui ��' �� '° •••"•• SLAB WEEP SCREED 1" BELOW C., Q•00 •% 00.0 • WALL SHEATHING ASPHALT SEALANT: /y CONT: GALV. "L" j FLASHING PER TEXTURED, PAINTED EXTEND MIN. OF 6 jj OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH -ASPHALT BASED j SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT AND EXTENDING A j SPECIFIED ALL LEVEL VALLEY - VERTICAL WALL BEAUTY STRIP ROOF - 6„ j BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE — FLASHING W/ TAR VERTICAL RISE OF -� FLASHING AT KNEEWALL CONT. GALV. "L" �\ FLASHING PER N DIVERTER -= MANUFACTURES FLASHING_SEALANT SPECIFICATIONS \\ OVER ROOF \� "�— ROOF MATERIAL PER SHINGLES W/ TAR ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS DRIP EDGE UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA - - COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. �- BEAUTY STRIP ROOF -- SHINGLE OVER '/// FLASHING W/TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION ,CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES TEXTURED, PAINTED EXTERIOR WALL FINISH SPECIFICATIONS r OVER ROOF SHINGLES W/ TAR ` W^rVr r HOLD EXTERIOR rrrtic FINISH 2" ABOVE y ROOF - - SHINGLE PER CONTRACT FLASHING CAULKING .. ROOF TO ()A- TYPICAL oRoo,� WALL FLASHING DETAIL \ RAKE METAL DRIP EDGE ` TO BE OVER \\ LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT CERTAFIGURE 2: WALL FINISH % WATERPROOFING ISHINGLE NTEED RD GABLE ENDS UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. SAVE 7" PIE TO USE IN ASPHALT SEALANT: /�', COURSE EXTEND MIN. 6" ABOVE ' ��/ --EMBED EACH SHINGLE IN A 2" FLASHING DO NOT NAIL WITHIN 6" OF 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV. 'L' FLASHING TYPICAL, ROOFING FELT DRIP EDGE FASCIA FIGURE 3: CORNER DETAIL VALLEY CENTERLINE - WIDE STRIP OF ASPHALT i''� - RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE` FIGURE 4: VALLEY DETAIL METAL DRIP EDGE TO BE UNDER UNDERLAYMENT AT ROOF EAVES R�p� pEC:K so �RLPyM�N� \ Np PP GpVRG� pV�S� GpuRs� gE \ 5AANG gVp GpUR 5� 2 Z9„ 5 28 EAVES 7 FIRST STARTER SHINGLE EXTEND THE SHINGLES OVER THE RAKE AND EAVES ABOUT 1/2" IF DRIP EDGE IS USED, OR ABOUT 3/4" IF NO DRIP EDGE IS USED. NOTE: �\ THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. FINISH FLOOR . 4 f,CO �•s 2 <t Iw ° WJ = U c t .. OPTIONAL DETAIL /// 11111 WEEP SCREED DETAIL SCALE: NOT TO SCALE O e"% SHEATHING \� �� 1 SELF -ADHERED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. � J >= 2600 • TITLE • FLASHING DETAILS • SHEET • 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D DISC. REFER TO FLOOR TYP. 14 AND 12 COPPER TO PLAN FOR NOTED MAIN DISC. IN51DE LIGHTS AND OUTLETS PANEL MO COPPER TO AMPS. REQUIRED WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY �—"4 COPPER TO 5/8" GROUND ROD AL50 SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. L(�:TIAL <"� Q DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Ip DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECE56ED INCANDESCENT LIGHT FIXTURE Ac. ,��--c. LIGHT FIXTURE WITH PULL CHAIN .= TRACK LIGHT FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) 0 CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) cM CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) TELEV15ION (OPTIONAL) (D THEW05TAT 0 ELECTRIC METER -` ELECTRIC PANEL D15CONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J </> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) AS INDICATED ON PLANS OR A5 ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42 OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F0551L-FUEL-BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. (2) A/C Y-0,64, x3 -6 3 -6 x3 -6 DISCONN. A/C PAD NO, 2 A/C PAD NO. (VERIFY (VERIFY W.P. LOCATION) LOCATION) GF.I. G.C. VERIFY POOL PRE -WIRE LANAI ROUGH -IN FOR OPT. FAN/I_ IriWT ROUGH 1N i j J �` />i �<\ i / ROUGH -IN FOR OPT. � ____ ----_- __------ `--- '�'_"i FOR OPT. FAN/LIGHT�� `_� `� FAN/LIGHT <i </ �i L CT 1 C /AL K DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET ` aFl GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF-5WITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY 5WITC44 14 FOUR-WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE �,,-- LIGHT FIXTURE WITH PULL CHAIN C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q• EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FcH] CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so C SMOKE / CARBON MONO. COMBO DETECTOR K TELEPHONE (OPTIONAL) M, TELEVISION (OPTIONAL) �r THERM05TAr (p ELECTRIC METER JEW ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) u1> ROUGH -IN FOR OPT. CEILING FAN v J c/ CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ c J ROUGH -IN FOR OPT. CEILING FAN NOTES- 1. OTES1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION ... 14" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND 51MILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL 6TANDARD5, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A F05SIL-FUEL-13UR 1NG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * JP k ;. VERIFY LOCATION Z CEILING FANS E -WIRE k * * * UPPER FLOOR ELECTRICAL PLAN_ GARAGE RIGHT JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED • • x m 150 STATE STREET EAST OLDSMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- EST. 1994 J Lo rO 0 J �W Nh ON am M N I. > J C4 Lan LL 0 0 LJ VQ Sm0 C0 > Eu'L �ci o *' co 1 1� L L T- 5h0 Z L 'T JOB NUMBER 26002.208 CAD FILE NAME LOT 9 ISSUED 08-22-16 REVISED 2600 , DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMM, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- EST. 1994 2600 , REBAR SIZE MIN. LAP SPLICE LENGTH #5 GENERAL NOTES METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 30" #7 IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR FOUNDATIONS METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH SOIL TO BE COMPACTED TO AT LEAST 95% UNDER SLABS AND UNDER FOOTINGS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. MIN PAST BOTTOM CHORD. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED MINIMUM BEARING CAPACITY 2000 PSF coa ON TRUSS SHOP DRAWINGS & BCSI-B3. TERMITE TREATMENT 2. WOOD TTRREATED WTINITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLOORIDA DEPARTMENT OF AGRICULTURE ANID CONSUMER SERVICES, PRESERVATIVE WOOD TREATER. TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED 14. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS CAST IN PLACE CONCRETE PRESSURE TREATED WOOD. PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 1, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS PREFABRICATED WOOD TRUSSES SHOES, TYP U.N.O. OF 2500 PSI, A SLUMP OF 4''' PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR BE USED FOR RISERS & TREADS ILO 202'S ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY 5. OMITTED J -BOLT CONFORMING TO ASTM A-6151 GRADE 40. REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE -1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND 7. MORTAR JOINTS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE STRUCTURAL PLANS FOR MORE INFO. ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED Fb 1, 2500 Fb = 3000 Fb = 2200 ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS BY COMPONENTS AND CLADDING METHOD U.N.NO. BY TRUSS ENGINEER OF RECORD 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST Fc3000 Fc 2100 II- II- BEND AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND EDITION OF ANSI TPI 1. 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE AT EACH END SHALL BE PROVIDED. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQ'D BY TRUSS MANU. U.N.O. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF STRUCTURAL STEEL 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, CENTER TO UPPER 1/3 OF THE SLAB. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: BOLTS AND THREADED RODS TRUSS DESIGN LOADS ASTM A53, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TOP CHORD: Lr = 16 PSF A36 Fy=36 KSI. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) DIAMETER DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL 2. USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) A325N BOLTS SHALL BE BROUGHT TO A "SNUG -TIGHT" CONDITION , AS DEFINED BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, DL = 14 PSF (TRUSS OVERBUILD) IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH BOTTOM CHORD: DL = 5 PSF PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 ASTM A 153. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE MINIMUM FLOOR DESIGN LIVE LOADS: THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL 3. PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH A)FLOORS = 40 PSF CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT MASONRY WALL CONSTRUCTION C)DECKS - 40 PSF SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, D STAIRS - 40 PSF ) - FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %6" UNO. 2000 PSI (f'm = 1900 PSI) MINIMUM FLOOR DESIGN DEAD LOADS: 3. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS 2. MORTAR SHALL BE TYPE M 0'R S, CONFORMING TO ASTM C270 A) FLOORS = 15 PSF INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". B) BALCONIES = 15 PSF MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED OF 3/8„ AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ATTIC WITH LIMITED STORAGE = 20 PSF BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE 5. VERT. REINF. SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF PROTECTION. COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN THE GUARDRAILS IN -FILL COMPONENTS = 50 PSF 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY CENTER OF THE MASONRY CELL WITH MIN 1/2"CLEARANCE TO INSIDE FACE. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND 6. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP & BOTTOM & -ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DRAWINGS SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. AT A MAX. SPACING OF 8'-0" U.N.O. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 0 w 7. REINFORCING STEEL SHALL BE LAPPED PER TABLE BELOW U.N.O. ON DRAWINGS. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING REBAR SIZE MIN. LAP SPLICE LENGTH #5 25" #6 30" #7 35" -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD 0 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 0 12 O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES ® HIP CORNERS REQ. MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EA. 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 RAC TO START 20' 0" MAX FROM 1 HIP GIRDER AND / OR 8. HOOKS AT THE TOP & BOTTOM OF VERT. REINF. BARS TO BOND COURSE & SPACED FROM END OF TRUSS. X B 1111v- # (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND PLANE PERMANENT BRACING REQUIREMENTS. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" 11. PROVIDE GROUT STOPS BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP MIN PAST BOTTOM CHORD. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ON TRUSS SHOP DRAWINGS & BCSI-B3. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d DIAMETERS(EXCLUDING BEND). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318 `LATEST EDITION 5.11.1 TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED 14. DURING CONCRETE POURS, THE CONTRACTOR TO ADEQUATELY VIBRATE THE FILLED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS CELL WITH EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d CONSOLIDATION. NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-83. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED 1. OMITTED REBAR REGARDLESS OF SPECIES. U.N.O. ON FRAMING PLANS OR DETAILS DRILL A 3/4" DIAMETER HOLE MIN. 6" DEEP AT THE LOCATION OF THE OMITTED 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD REBAR, AND INSTALL VERTICAL REBAR (SIZE AS NOTED ON PLAN) INTO EPDXY SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FILLED HOLE EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQUIVALENT. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL FOLLOW MANUFACTURE'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS SUPPORTS OF A BUILDING OR. OTHER STRUCTURE & ARE EXPOSED TO WEATHER FROM DRILLING ARE REMOVED FROM HOLE BY USING COMPRESSED AIR PRIOR TO & NOT PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUFACTURER'S TREATED w/ PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR SPECIFICATIONS, THEN FILL CELL IN THE NORMAL WAY DURING BONDBEAM POUR. PRESERVATIVE -TREATED WOOD. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR 5. ALL LUMBER SPECFIED ON DRAWING ARE INTENDED FOR DRY USE ONLY (MOISTURE DIAMETERS(EXCLUDING BEND). CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING & FIRE SAFETY SYSTEMS ARE THE 2. STRAPSICONNECTOR SUBSTITUTION RESPONSIBILITY OF THE CONTRACTOR & TO BE DESIGNED AND DETAILED BY OTHERS. MAY SUBSTITUTE STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, OR THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER PROVIDED ALL MANUFACTURES INSTALLATION INSTRUCTIONS ARE FOLLOWED. 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON_HSS2 STUD 3. STAIR CONSTRUCTION SHOES, TYP U.N.O. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS RIM BOARDS MAY 7. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE BE USED FOR RISERS & TREADS ILO 202'S TO STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TYPE OF 4. METAL STUD SUBSTITUTION WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTOR THAT RESIST CORROSION. WOOD STUDS MAY BE SUBSTITUTED OF METAL STUDS IN NON -LOAD BEARING WALLS FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR 5. OMITTED J -BOLT STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS W/ WASHER 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO DRILL & EPDXY w/ SIMPSON SET EPDXY ® 5" MIN EMBED. BE PRESSURE TREATED. -1/2%6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. USED ILO 1/2" J -BOLT. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W/OUT WOODEN TOP PLATES. 6. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 10. SEE PLAN FOR STUD PACK & BEAM NAILING PATTERNS 7. MORTAR JOINTS ENGINEERED LUMBER -FOR BED JOINTS 1/2" TO 1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. ALL ENG. LUMBER IS TO HAVE THE MIN. DESIGN VALUES BELOW: REINF. REQUIRED) COLUMNS E - 1,800,000 Ib/int U.N.O. BEAM D00,000 Ib/int U.N.O. E TU 1D,500,000 Ib/int U.N.O. - FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION EITHER SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EACH CELL CONT. PER PLAN. Fb 1, 2500 Fb = 3000 Fb = 2200 ** EXCEPTION: IF TIE BEAM COURSE AND ADJACENT TWO COURSES BELOW, AS WELL AS Ft = 1500 Ft = 1700 Ft = 1500 1st TWO COURSES FROM FOUNDATION HAVE HEAD JOINTS WHICH FALL WITHIN THE Fc II- 3000 SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQUIRED TO BE Fc3000 Fc 2100 II- II- EPDXIED INTO TIE BEAM OR FOOTING Fc 1 - 900 - Fc ,I = 900 Fc l = 450 8. FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE Fv = 285 Fv = 285 Fv = 150 (1) #5 VERT. REINF. IN EACH CELL, CONT. PER PLAN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 9. OVERHANGING CMU WALL CONDITION U.N.O. -FOR CMU OVERHANGING FOUNDATION UP TO 1/2", NO FIX IS REQ'D POUR TIEBEAM AND CEILING CONSTRUCTION VERTICAL CELLS PER PLAN. 1. USE 1/2'- CEILING OR SAG RESISTANT BOARD FOR 24"O.C. FRAMING U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM OVER 1/2" TO 1-1/2", GROUT FILL THE 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN FIRST THREE COURSES IN THE WALL ALONG AREA AFFECTED AS WELL AS TIE BEAM AND LIVING SPACE IS ABOVE THE GARAGE. VERTICAL CELLS PER PLAN UNDER STAIR PROTECTION -FOR CMU OVERHANGING FOUNDATION FROM OVER 1-1/2", CONTACT ENGINEER OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE RECORD FOR APPLICABLE REPAIRS. & ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE w/ 1/2"(12.7MM) GYP. B.D. O N M 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 EFFECTIVE WIND WIND PRESSURE AND SUCTION (PSF) AREA (SQ FEET) (+) VALUE DENOTES PRESSURE (-) VALUE DENOTES SUCTION AREA ® O5 (+)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 (-)23.9 + 18.0 (+)18.0 100 - 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 DIAGRAM5 5 4 4 p �ry5 ry5 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 INDEX OF DRAWINGS W J Q SHEET SHEET TITLE w ° D CD S 1 STRUCTURAL NOTES w - - a S2 FOUNDATION PLAN N_ z S3 DOWEL PLACEMENT PLAN ° z 00 S4 FIRST FLOOR FRAMING PLAN Lo S4.1 NOTES & CONNECTOR LEGEND a w � oU S4.2 ROOF FRAMING PLAN z w -o S5 LINTEL PLAN J SD1 FOUNDATION DETAILS Q 0 SD2 GENERAL DETAILS o -- SD3 GENERAL DETAILS ww SD4 GENERAL DETAILS w O CD SD5 TWO STORY DETAILS o �' to ```,►►► a�� y� o w N SD6 TWO STORY DETAILS > �3.�, ;e,,�00C'i \5 .•'°" �1.•° °% /04 00 ter: Z z ST1 GENERAL STAIR DETAILS �� ©. o.� o Jb °Z* J MASTER UPDATES °s o z o NUMBER DATE DESCRIPTION INITIALS= %',0I ® �' � �00 UL 1 6/3/2015 CREATED ELEV. A,B,C AND MINOR OPTIONS EA w n. V 0 O U . � wdol Z O tb ch Q Q a- P'14I1''i Jlyf�� N C6 u IY• � z Q U 0 0 U Z � LL O Z v z0�� U p O � 0 - � Q m w W w Q � � � -j LL 0 w z O Z 06 w z�"'� Q ZU)�� B Q z z r 01 U O Q F- 000�co cn z (D J w J U) W Zia 8 ¢00c I=- 070 ~2,ww ° z5U)I-zE I_ 0 <LLQ0f a V O N M v Imo- �UNa U z J z O O O W Q �^ V) Z w 2 0 w (/5 cn O a O z O _jo z_ w Q 11 i=- LU z b zW = OCLJ w 000 0 tC 0 N m ~ O LV W �c'O LL Q F-�N U CL U) STRUCTURALENG CFG Q DRAFTING: H z -STRUCT TNT QC CHECK: CC JOB No. TM - 2153024 2 SCALE: AS INDICATED ~ DATE: -_ ------ . 08-29-2016 C I 0 18" 11'-4" ® F08 L— D 2 2 0 40'-0" A/C PAD A/C PAD 14'-4" 13'-0" Im 10 m F08 D 2 2 FO 0 "' o o "T F0 -4" FIN. FLR�Jllk cn� MF 0 2'1 M F02 SD1SD1 F13 SD1 0 ®® ®© 01 DO DO D D 10'-4" 6'-6" T-0" 16'-0" 18'-0" 22'-0., 40'-0" FOUNDATION PLAN_ 1/4"=11-011 11 i� w 0 a MF 0 2'1 M F02 SD1SD1 F13 SD1 0 ®® ®© 01 DO DO D D 10'-4" 6'-6" T-0" 16'-0" 18'-0" 22'-0., 40'-0" FOUNDATION PLAN_ 1/4"=11-011 11 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION w INSTRUCTIONS. - 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LL W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED P Q� DOWN SEE SHEET SD1 FOR ADDITIONAL INFORMATION GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED 0 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z 1/ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD 0 INS, /04 FOOTING STEP DOWN AND CORNER INFORMATION.\ ••••�ee ••e• "� /�r� C, 04 • •. �2 o 00 e • CV 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE me p :� 00 N Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH = 2. Q = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ;w p: Z = Q U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER d" J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS f�'•e ee•mo C' (f� Z cl FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •. �� PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q �i'� p�0,`p CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ '///11111i1i�e��! pp -J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U) DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HASCL \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 2 v PSF. O O LL IS REQUIRED, G.C. TO 0 14. PENDING DETERMINER EQUIREDOCOURSES FOR NS, IF ASTEMWALL FOUNDATION. SEE 0 �O"t STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q`" bJl�'I FOOTING SIZES PENDING DEPTH OF STEMWALL. U IW -Z FOOTING SCHEDULE 0- pq u o O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. LL O '� a l S1G� BARS & 3" MIN. COVER TO EDGE OF CONC. E- U) O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z��lti� � BARS & 3" MIN. COVER TO EDGE OF CONC. (n O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. > z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q M BARS & 3" MIN. COVER TO EDGE OF CONC. a W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. w 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z) BARS & 3" MIN. COVER TO EDGE OF CONC. F" 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. Q 36"x36"x12" dp w/ #5's EQUALLY SPACED EA: Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q J 0 W U)BARS & 3" MIN. COVER TO EDGE OF CONC. LL UJ J � o 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z O ui M E BARS & 3" MIN. COVER TO EDGE OF CONC. °� F- Z c�'n 0 O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Q O Z U O o WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U .�.� O c9 to BARS & 3" MIN. COVER TO EDGE OF CONC. J ¢ w z a 0 54 x54 x16 dp w/#5's EQUALLY SPACED EA. = O N t 4.5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q U) 0 i 2 w ij o Z Z =U)Zz E BARS & 3" MIN. COVER TO EDGE OF CONC. �u O60"x60'"x16" dp w/#5's EQUALLY SPACED EA. C O' a WAY MIIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z N BARS & 3" MIN. COVER TO EDGE OF CONC. Lu U N Z J � Z 0 SYMBOLS LEGEND o 0 U. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q j TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z W _ — 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. LB TO TIE BEAM. 0 d 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q #5 CONT. FT.G TO TIE BEAM. 0 0 L—J2 0 Z_ W Q �� = W O) cl Z L— FOUNDATION NOTES: w 0 a 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q U1QLLI LAPPED MIIN. 6" AND SEALED. < Q 000 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE W 0 j z I-- �, LL MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 0 - ) p H H COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER c STRUCTURAL ENG: CFG C DRAFTING: '--STRUCT: TNT QC CHECK: CC MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W CODE EDITION. TM - 2153024 SCALE: AS INDICATED DATE: 08-29-2016 S2 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N LAP SPLICES SHALL BE NO LESS THAN 25". O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR I— z RECESSING DOOR SILLS. 0 0 Lu 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR u W USE ALTERNATE APPROVED METHOD. Z Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. m 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 w INSTRUCTIONS. - 9. NO WOOD STAKES PERMITTED IN FOUNDATION. LL W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED P Q� DOWN SEE SHEET SD1 FOR ADDITIONAL INFORMATION GC TO LL DETERMINE STEP LOCATIONS IF REQUIRED 0 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z 1/ AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD 0 INS, /04 FOOTING STEP DOWN AND CORNER INFORMATION.\ ••••�ee ••e• "� /�r� C, 04 • •. �2 o 00 e • CV 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE me p :� 00 N Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH = 2. Q = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ;w p: Z = Q U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER d" J COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS f�'•e ee•mo C' (f� Z cl FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE •. �� PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q �i'� p�0,`p CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ '///11111i1i�e��! pp -J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS U) DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HASCL \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 2 v PSF. O O LL IS REQUIRED, G.C. TO 0 14. PENDING DETERMINER EQUIREDOCOURSES FOR NS, IF ASTEMWALL FOUNDATION. SEE 0 �O"t STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Q`" bJl�'I FOOTING SIZES PENDING DEPTH OF STEMWALL. U IW -Z FOOTING SCHEDULE 0- pq u o O12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. LL O '� a l S1G� BARS & 3" MIN. COVER TO EDGE OF CONC. E- U) O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O Z��lti� � BARS & 3" MIN. COVER TO EDGE OF CONC. (n O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. > z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q M BARS & 3" MIN. COVER TO EDGE OF CONC. a W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. w 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z) BARS & 3" MIN. COVER TO EDGE OF CONC. F" 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. Q 36"x36"x12" dp w/ #5's EQUALLY SPACED EA: Z O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q J 0 W U)BARS & 3" MIN. COVER TO EDGE OF CONC. LL UJ J � o 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 0 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z O ui M E BARS & 3" MIN. COVER TO EDGE OF CONC. °� F- Z c�'n 0 O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Q O Z U O o WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U .�.� O c9 to BARS & 3" MIN. COVER TO EDGE OF CONC. J ¢ w z a 0 54 x54 x16 dp w/#5's EQUALLY SPACED EA. = O N t 4.5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q U) 0 i 2 w ij o Z Z =U)Zz E BARS & 3" MIN. COVER TO EDGE OF CONC. �u O60"x60'"x16" dp w/#5's EQUALLY SPACED EA. C O' a WAY MIIN. 2 HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z N BARS & 3" MIN. COVER TO EDGE OF CONC. Lu U N Z J � Z 0 SYMBOLS LEGEND o 0 U. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q j TO TIE BEAM (8'-0" O.C. MAX U.N.O.). Z W _ — 0 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. LB TO TIE BEAM. 0 d 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 Z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. Q #5 CONT. FT.G TO TIE BEAM. 0 0 L—J2 0 Z_ W Q �� = W O) cl Z L— 0 a U1QLLI 000 0 j z I-- �, LL w i'�0 - ) p H H STRUCTURAL ENG: CFG C DRAFTING: '--STRUCT: TNT QC CHECK: CC JOB No. TM - 2153024 SCALE: AS INDICATED DATE: 08-29-2016 S2 82x8 TOP @ 9'. CANTILEVER BEAM FC GABLE END BEARIP FIRST FLOOR NOTE: SEE PAGE S4.1 FOR NOTES AND CO 1/411=11-011 NNECTOR LEGEND WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. ul) a w o U U U) 0 w Z_ 0 _J m 0= 0-- -i LL` W w H LL O O``�®1g1111111//�e�'cl)� 2w N CC ,••• /�/ t 00 •••®®i / A �'o GQD O !r Z Z •� r j< U � CO • .. 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O• Z ` Q r iUi •• r ► 00 w LL F- ''//s,lr�ll11111�```e,` m w J _ \ O O U cl + Z n O Orb ce) aC I� Jlyl N M U I', IW- O z Q U o O v z LL p h ti O u Cs� Z > O 0.� am LLI U z F tY H W �LJ1�� U_ J h O W J Dov Z,� otj W 0 F-`� ti E O � (DQZcn�mO� O a' V Z U pO wzfO n J J f� �zo U W Q =0�am Z ��++ 01�Lu Wc _ LL Z< < Z IC) E LL O O Q a D N J U I-- u- w cv Q O Z UU ~ 0 oF-� aWI— z _ W IL (D v 0 N Z O tzz oQ w F ul) a w o U U U) 0 w Z_ 0 _J m 0= 0-- -i LL` W w H LL O O``�®1g1111111//�e�'cl)� 2w N CC ,••• /�/ t 00 •••®®i / A �'o GQD O !r Z Z •� r j< U � CO • .. O• Z ` Q r iUi •• r ► 00 w LL F- ''//s,lr�ll11111�```e,` m w J _ \ O O U cl + Z n O Orb ce) aC I� Jlyl N M U I', IW- O z Q U o O v z LL p h ti O u Cs� Z > O 0.� am LLI U z F tY H W �LJ1�� U_ J h O W J Dov Z,� otj W 0 F-`� ti E O � (DQZcn�mO� O a' V Z U pO wzfO n J J f� �zo U W Q =0�am Z ��++ 01�Lu Wc _ LL Z< < Z IC) E LL O O Q a D N J U I-- u- w cv Q O Z UU ~ 0 oF-� aWI— z _ W IL (D v Z Q O 0 Z_ 3: I- w CD z W 0 z O= J cl) 0- ui s � Q 000 o z M to w 04 O .. m w ~ 0 W 5-a0 _ U)W O cc Q U CL H U) STRUCTURAL ENG: CFG Q DRAFTING: H Z -STRUCT: TNT W. -- - ... --- - .... ... ... .... . _. FnQC CHECK: CC JOB No. TM- 2153024 Lu SCALE: AS INDICATED ~ DATE: 08-29-2016 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIESCAP. (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 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 plf 3rd. PT. 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 1160 plf 'rd. PT. 3 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 pif 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 BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif ird. PT. 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" 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 w/in BEARING WALLS w/ UPLIFT THAT DO NOT SHOW ABASE 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 O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN <s>(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O44 SYP #2 POST O6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. RO 3-1/2"x7" LVL COLUMN, SO 3-1/2"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 5 114" 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 WO,LMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS@ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &a" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" 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 31" 16d .162" x 31" 8d RING SHANK .113" x 24" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(lb) SYP(lb) (2)2x8 #2 SYP w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22' ❑META16 1 META20 w/(7) 10d x 12" 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 J (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 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12' NAILS (10) 10d NAILS B2x12 WITH 1/2" FLITCH El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12" NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 lfl (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12' NAILS ON MASONRY: SIMP. META16 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 7" EMBEDMENT NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS - 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. LTT20B w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN, 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12' SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22" NAILS w/$' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON MGUS 5.50/10 W/ (63) 16d NAILS 31RDER 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 COLUMN UPLIFT -.3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & EPDXY ANCHOR w/SIMP. SET 8" EPDXY MIN. 7" EMBED. FRAME TO CMU 1290 1300 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)HTSM15 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL 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 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"x22' H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 J 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 ON MASONRY: SIMP. META16 HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE TO POST: SIMP. HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)a'x24" TAPCONS 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 NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL " NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 63.5x20 (2) 1.75"x20" LVL " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED 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) 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) J 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 3'-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 UNSURE 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. W J � Q Q z 0 w 0 cn w -- D 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. w THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY w TRUSSES of UL 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ° ABOVE THE GARAGE. Z 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN `rrort►ridi 'r'��✓ N Lq N PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ••,,, ��/• �i� GO a � OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO v`� 0 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP '� •*2�''= N z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW w yid Q W Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE = U 0• z =� PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS v v� ACU z Q Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR dO •, S��`�: ZC TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ♦ �••.• ••• R O NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF w�� m _j 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 w ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND Lu r l BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE a V ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0 O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER Z O �OIr6 c� THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. M Ol�� BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Iw- z° TRUSS MANUFACTURERS LAYOUT 11-o ° ----STOP---- LL AND CALL THE ENGINEER OF RECORD PRIOR TO co ¢ PLACEMENT OF ANY TRUSSES o rn 0 NAILING SCHEDULE: 0 ROOFS: Ld ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) w FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 0 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 0 n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR ry L.L TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF o7 O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE p Z SPACED NO MORE THAN 24" O.C. �' 0 J GABLE ENDS: o U Lu J g ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. z W t� aS 0 w N AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O_ w z "' EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. I- Z O U Q p u- Q Z U-o��= o z z ° "!� H U W - F_ EXTERIOR WALLS: -' O W _ a z a, 8 SEE WF10/SD4 FOR MORE INFO. H (n z _ 2, LU z NAILS: U v ZO Q< o O NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06 W U o a a ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, w �+ -� Q w N HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z W Z UO U `" EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY z J z TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 W LL STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL O f - BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: z W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - _ Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. U) a 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. z D O _z Lu Q 11 _ W Q Z W ~ O I- V) Q LLj o 000 z C14 LLJ a V _ W Lr_ 0 Lu Q 0 O ��F-- U Q_ I- STRUCTURAL ENG: CFG Q --------- H Z-STRUCT: TNT QC CHECK CC JOB No. TM - 2153024 SCALE: AS INDICATED DATE: 08-29-2016 NOTES & CONNECTOR LEGEND S4. 1 1/4"=11-011 O J ryo U 0 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. w THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY w TRUSSES of UL 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ° ABOVE THE GARAGE. Z 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN `rrort►ridi 'r'��✓ N Lq N PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ••,,, ��/• �i� GO a � OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO v`� 0 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP '� •*2�''= N z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW w yid Q W Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE = U 0• z =� PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS v v� ACU z Q Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR dO •, S��`�: ZC TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ♦ �••.• ••• R O NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF w�� m _j 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 w ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND Lu r l BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE a V ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED 0 O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER Z O �OIr6 c� THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. M Ol�� BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE Iw- z° TRUSS MANUFACTURERS LAYOUT 11-o ° ----STOP---- LL AND CALL THE ENGINEER OF RECORD PRIOR TO co ¢ PLACEMENT OF ANY TRUSSES o rn 0 NAILING SCHEDULE: 0 ROOFS: Ld ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) w FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 0 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 0 n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR ry L.L TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF o7 O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE p Z SPACED NO MORE THAN 24" O.C. �' 0 J GABLE ENDS: o U Lu J g ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. z W t� aS 0 w N AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O_ w z "' EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. I- Z O U Q p u- Q Z U-o��= o z z ° "!� H U W - F_ EXTERIOR WALLS: -' O W _ a z a, 8 SEE WF10/SD4 FOR MORE INFO. H (n z _ 2, LU z NAILS: U v ZO Q< o O NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06 W U o a a ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, w �+ -� Q w N HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z W Z UO U `" EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY z J z TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0 W LL STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL O f - BE IN ACCORDANCE WITH ASTM A 153. U W O APA SHEATHING NOTE: z W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - _ Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. U) a 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. z D O _z Lu Q 11 _ W Q Z W ~ O I- V) Q LLj o 000 z C14 LLJ a V _ W Lr_ 0 Lu Q 0 O ��F-- U Q_ I- STRUCTURAL ENG: CFG Q --------- H Z-STRUCT: TNT QC CHECK CC JOB No. TM - 2153024 SCALE: AS INDICATED DATE: 08-29-2016 NOTES & CONNECTOR LEGEND S4. 1 1/4"=11-011 HGT. W/ ARCHITECTURAL O ......:_ _... _. _... PLAN U.N.O. L w II STANDARD 2ND FLOOR FRAMING SCHEDULE (TAYLOR MORRISON) NOTES: WALLS WITH PLASTER OR STUCCO FINISHES w WALL HEIGHT STUD & SPECIES Q� SPACING END ZONE 8'-0" 2x4 SPF #142 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Z rn 9'-0" 2x4 SPF #1/#2 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. Luo C6 I_, Z U 9'4" 2x4 SPF #142 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Lu F- J~ Q Z LL O 0 v i -a(9 10'-0" 2x4 SPF #142 TO FOLLOW THE DETAILS INDICATED BELOW' , wL-u In EXTERIOR FRAME WALL NOTES 1. OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS J� TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR _ REQUIRED STUD SPACING. SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N w til `o Z <yHZ E & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE SHEATHING IS NOT CONTINUOUS) '- SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN LLLCV OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS p REVIEW OF EXTERIOR STUDS 3. IF WALL 1S FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS z SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. SHEATHING IS NOT CONTINUOUS) 0 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. J C 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5U.N.0. O 0 O _ w uj O U C uj05J Q W Z i WALL LEGEND o C 0 J_ �2 m c p = 9'-4" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY 04 HGT. W/ ARCHITECTURAL O ......:_ _... _. _... PLAN U.N.O. L w II ROOF FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B LL O cl) LO 0Z ,0risrurrt,0 N u i 04 (V 00 .. 2 Z Lu O S Z= LAJ p U .v J: 0 = W J �•°1 �Gj� ZQ ft °°0� O LL w J LL V o U Z �OIl b M Fri Jll � Q y� M a ci CL Z Q o O U • 0 r O V H �S U Z O • Z > O LL a m EXTERIOR FRAME WALL SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX rn 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX C6 I_, Z U 9'4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX F- J~ Q Z LL O 0 v i -a(9 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX wL-u In EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED J� TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR _ REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS w til `o Z <yHZ E & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN LLLCV 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL 1S FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 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 z FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. ROOF FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B LL O cl) LO 0Z ,0risrurrt,0 N u i 04 (V 00 .. 2 Z Lu O S Z= LAJ p U .v J: 0 = W J �•°1 �Gj� ZQ ft °°0� O LL w J LL V o U Z �OIl b M Fri Jll � Q y� M a ci CL Z Q o O U • 0 r O V H �S U Z O • Z > O LL a m v C CL wJ 0 rn w C6 I_, Z U v z �I Z F- J~ Q Z LL O 0 v i -a(9 wL-u In J a a J� w O o 0 Q =Oua)`! _ w til `o Z <yHZ E _ a LLLCV ON¢a J W N Q W 11..� � z 0 U J C Z O 0 O _ pa- uj C uj05J Q W i 0 (�:;) �2 v C a a _ Z C Z = 0 _ pa- Q W i 0 c p 04 JI" OWZ 0 — LLJ c Q C STRUCTURAL ENG: CFG ( DRAFTING: u -STRUCT: TNT QC CHECK CC ---------------------- ----- JOB No. TM- 2153024 C SCALE. AS INDICATED DATE: 08-29-2016 S4.2 CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL (LATH OR WIRE SCREEN BAR SIZE ° THE GROUT IS LEVEL PROVIDE BEND 0 LINTEL W/ 3000 LAP SPLICE OVER COURSES NOT REQ'D NO -SHEAR WALL T OPENING WITH TOP OF BLOCK FOR STANDARD #5 SEGMENT psi CONC. PER "C" TO BE FILLED. (SHEET METAL #3 17/8 PROPER TRUSS/ FLOOR HOOK BAR. LAP WINDOW BY BUILDER LINTEL PLAN. IF {' & PAPER FELT PROHIBITED) 18 SEE FOUNDATION SYSTEM BEARING (MIN 3") OTHER BARS INTO ^PLAN REBAR IS 3 55/8 121/2 24 FOR FILLED CELL INFO. MIN. (1) IS REQ'D 31/8 CORNER AS REQ'D 113/4 INDICATED IN 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 LINTEL, #5 TO BE. ON EITHER SIDE U.N.O. 36 #7 43/8 10" HOOK 16 1/2 35 51/4 913/16 213/4 42 HOOKED INTO S5 A.I.. `. SIDE VERTICALS ' il. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. .', FIRST PLY 2X8 TO •': .;'''' MASONRY WALL W/ DOOR OR WINDOW OPENING SIMPSON HU28 HANGER @ MAX. OPENING 3 FT j x: .. ' jiileL EA. END. W/ (6) 1!4"x 2-3/4" TAPCONS INTO MASONRY & (4) 1 Od X 1 1/2" NAILS ° �4..��,'.o°i INTO HEADER. 2ND PLY TO .�. °,. Q° STAGGERED @ 6" O.C. H e - A ° 4. ° O °e° ° Q . d ° e d 0- III ZBOTTOM STEEL IN LINTEL IF °. ° VIII'° z w ° INDICATE - SHOULD HOOK - z INTO VERTICAL CELLS A°a TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED 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 �- ROUGH OPENING PER PLAN m aW 10 a '. 4 ° STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR O W 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE .r- 04 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE Q ° I ° I MD08/S5 FOR LAP INFO. zLUb TRANSOM OPENING GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 r° LAP SPLICE °• . NO -SHEAR WALL T OPENING '." TYPI AL SHEAR WALL SEGMENT "B" "C" 4 #3 17/8 a 7 WINDOW BY BUILDER .a {' 91/4 18 SEE FOUNDATION 21/2 5 5/8 ^PLAN SEE WF01/SD3 FOR 3 55/8 121/2 24 FOR FILLED CELL INFO. MIN. (1) IS REQ'D 31/8 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE .r- 04 BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE Q ° I ° I MD08/S5 FOR LAP INFO. 376 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN r: ' ° zLUb TRANSOM OPENING GRADE 60 BAR SIZE ° LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE °• . NO -SHEAR WALL T OPENING '." TYPI AL SHEAR WALL SEGMENT "B" "C" „D', #3 17/8 41/4 7 WINDOW BY BUILDER 21/4 {' 376 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = 1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN r: ' ° zLUb TRANSOM OPENING GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE .' "All '113l1 '." I'D" FRAME INFILL AROUko" "B" "C" „D', #3 17/8 41/4 7 WINDOW BY BUILDER 21/4 {' 91/4 18 SEE FOUNDATION 21/2 5 5/8 ^PLAN SEE WF01/SD3 FOR 3 55/8 121/2 24 FOR FILLED CELL INFO. MIN. (1) IS REQ'D 31/8 7 113/4 MORE INFO 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 ON EITHER SIDE U.N.O. 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 S5 A.I.. `. il. (2) 2X8 SYP#2 P.T. HEADER TURNED SIDEWAYS. .', FIRST PLY 2X8 TO •': .;'''' MASONRY WALL W/ DOOR OR WINDOW OPENING SIMPSON HU28 HANGER @ MAX. OPENING 3 FT j x: .. ' EA. END. W/ (6) 1!4"x 2-3/4" TAPCONS INTO MASONRY & (4) 1 Od X 1 1/2" NAILS INTO HEADER. 2ND PLY TO IST PLY W1 10d STAGGERED @ 6" O.C. 1 SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) zLUb GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All '113l1 "CII I'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 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 .A #3 = 2'Y2" 14 #4=2%" #5=2% ZA a.'•'. #7-3Y2' ..' "B" °d d .° LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 00 ao 13'-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS J w STANDARD LINTELS STANDARD LINTEL NOTES z o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32-06 Lu 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. uj- - -- - — -- --- - - - 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END o 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651 /1349 5365/1999 7342/3123 10000/4249 z 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O z ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 p 0 6'-2" 488 991/991 2661 /2143 5681 /2698 6472/3685 5. ('") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD W T-0" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS, ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ,_ CL 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. LU 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O 0 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Z Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/20037. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 0 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/17381 m - - 13'-4" 0 328/0 1234/0 1779/0 2662/0 8 14'-0" 0 292/0 1160/0 1660/0 2439/0 Of 16'-0" 0 284/0 950/0 1379/0 1997/00 MATERIALS - 18 -0 0 211/0 750/0 1177/0 1676/0 LL _ 18'-8" 0 142/0 598/0 1114/0 1468/0 1. ft PRECAST LINTELS = 3500 PSL = W 20'-0" 0 180/0 598/0 1024/0 1441 / 0 2. f'c PRESTRESSED LINTELS = 6000 psi. � 20'-8" 0 145/0 550/0 981 /0 1376/0 3. GROUTED PER ASTM C476 f g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 22'-8 0 110/0 450/0 824/0 1147/0 _ RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z CLEAR OPENING 8R6-1B/8R6-O6 8R14-1B/8R14-OB 8R22-1B/8R22-OB STRENGTH = 1900 PSL 4 �`�+�11111Il1L/,0/'! W N 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �J�� Bio j n ----- 2'-8" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. °°O'•. h i cV 0 T-0" 1230/1230 2769/2769 4085/4085 �� 't� cL°•.� . 00 z Z 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE a O-',-',c=o 4'-4" 846/833 2121/1716 3127/2839 w p t Z 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT/ j � CW `� 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ori °°° a •{° �(jc' o'" `-� 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ '�°ss ' �( ♦a` R 0 8'-4" 415/235 1152/1152 1694/1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY e'a'r Q(�©�'� m u- 8F16-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER OO 8F8 -16/1T �—QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN.Lu 0 8RF14-1B/1T NOMINAL HEIGHT Lu d u ONOMINAL WIDTH 2 O 8F16-1 B/1T O O TYPE DESIGNATION L) w �o E 8RF14-OB/1T z p 11yJ cry Q J F 8F16-OB/1T 1-1/2" CLEAR rS U IP'idi 3 0 1 -- X It, O 8F20-1B/1T �_ W ° :e MM O C O z #5 REBAR AT TOP MIN. (1) REQ'D < N-�I 2 O" 8F20-OB/1T C) -� _ }' Q C.M.U. U Z c 0o O 8RF22-1B/1T 00 � ° GROUT O 00 `? O � Z #5 REBAR AT BOTTOM OF LINTEL z O 8F24-1B/1T CAVITY O Z 9� 0 8RF22-OB/1T'i` BOTTOM REINFORCING PROVIDED > 04' 7-5/8 ACTUAL IN LINTEL (VARIES) O z 0 8F24-OB/1T 8" NOMINAL WIDTH a N 8RF30-1B/1T FILLED O 0 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-OB/1T °.' � z #5 REBAR AT TOP MIN. (1) REQ'D Z iv O 8F32 -OB/1T U -1 Q U' M Q z C.M.U. m U O $F3$ -1 B/1 T °�° p w J o d �n Ln z O � W 0 LU"ti E O 8F12-1B/1T `T � 0 Q Z u-) 8 LL BOTTOM REINFORCING PROVIDED Q V - ( 0 BF40 -OB/1T �I�---,I` V J Z �- o 0 r 7-5/8" ACTUAL IN LINTEL (VARIES) O ^ U) w K 1O N 0 8F8-OB/1T 8" NOMINAL WIDTH W a- -j¢ w o w 8 UNFILLED FF- ...I z 5 2 O Z Z ¢v~iZo F- tY O.¢4. SAFE LOAD TABLE NOTES Ur w N J u- 1. V N 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED z J Z O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p J O iv RECESSED LINTELS BASED ON 4" NOMINAL BEARING. P: M 2. 0 = NOT RATED. U I-- 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Q W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING Lij ••� ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. L7 O 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 z_ SUPPORT. Q 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT, O 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. p z_ W Q 11 � F- W O) c Z LINTEL PLAN_ c~n zLUb 0 0 00 1 z Lu '� " 04 - 0JAw W OC oUJ U p - ao = F-- STRUCTURAL ENG: CFG Q DRAFTING: — -- ----- F_ z -STRUCT: TNT W- ----------- -- -- ._.... C' OC CHECK: CC JOB No. TM -2153024 w- CD SCALE: AS INDICATED F- -- DATE: 08-29-2016 S5 (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- (1) #5 FROM FTG. TO _ W TIE BEAM SPLICE TO a �'� TIE BEAM SPLICE TO 1 BE MIN. 25" GROUT � BE MIN. 25" GROUT 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING J PLAN AND BEARING Q CELL SOLID W J CELL SOLID LL O W MASONRY WALL — MASONRY WALL PAST DEEPEST STEP SEE PLAN I SEE PLAN r � U�0vu� 0Z 0 J z ' CONCRETE SLAB PER REQ'D CONCRETE SLAB PER _ FOUNDATION PLAN ' ria FOUNDATION PLAN > 6 _ OU w VARIES a 0 a20 s a' a °. .d SEE PLANa t d. .d w m .4q ° e a' a 0(i J F_z co lo_ O (1) #5 CONT. w/ 1-1/2" cl O a. 14 GRADE 0 - I GRADE z U) w O _ a 2 W IDATION PLAN COVER TYP. Ile 1-1/2" COVER TYP. CONC.SLAB PER I 2 1/4 w - °° Lu > 0 0 FOUNDATION PLAN CONC. SLAB PER (2) #5 BARS CONT. I — I 13�' (2) #5 BARS CONT. CLEAN COMPACTED Z W/ 3" COVER TYP. COVER' CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL 95% STANDARD CONCRETE SLAB PER w FILL @ 95% STANDARD DENSITY 10 DENSITY O 1'4" Ir— WHERE 2ND STORY OCCURS, FTG 2x PT SILL PLATE WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AF0 TYPICAL GARAGE CURB FOOTING F03 - c) v) -.-I - I-111-111-111 111- r -L I _, .._ _r I I Z LU 16rr 8 w 8rr Q. CLEAN COMPACTED > CLEAN COMPACTED CLEAN COMPACTED J O (2) #5 BARS CONT, w/ 3 (2) #5 BARS CONT. w/ 3 FILL @ 95% STANDARD t COVER TYP.; AT 8rr 14 8rr FILL @ 95% STANDARD COVER TYP.' AT FILL @ 95% STANDARD m DENSITY m DENSITY DENSITY Q (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 (� COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO @ 2 -STORY COND. (3) #5 FILL 95% STANDARD BE 20" WIDE BE 20" WIDE 0-- BARS REQ'D & FTG TO DENSITY w Lu BE 20" WIDEILL H O cp NON—BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING fiFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z �ee,�1111°1s�retjr'�> N N 3/4"=1' -Orr 3/4"=1'-0" 3/4"=1' -Orr 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �w�� J% ,°rr W co 00 OPT. MASONRY CURB 'Q �,�r N o @ ELEV. 0'-0" w/ (1) #5 2 ;� ¢ U VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w 00 U O: J SLOPED GROUT TO w I-.. 6-.� �.0 �O� Q Q DRAIN MASONRY WALL A 00.0 id. G, `e Z D OPTIONAL CURB BY BUILDER MIN. 24" BEFORE r A. da M SEE PLAN Q i��ie� * o* a��` O ZLL 8 x12 THICKENED — ° ' O _ '11111110 m CONC. SLAB PER ANOTHER STEP w g IF:CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. SLOPE CONC. SLAB PER 1 #5 FROM FTG. TO FOUNDATION PLAN TIE BEAM MIN. 25 8rr o_ FOUNDATION PLAN w/ 3" COVER TYP. ' a ` #5 CONT. PER MFG SPLICE GROUT CELL W ' a REINFORCEMENT SEE ae e SOLID PER PLANS W w ° FOUNDATION PLAN IA' GRADE w U THRESHOLD PER MFG d#5 x 25" x 25" CORNER d z • �pf�° �l Ct7� FOR QUANTITY p o ° BAR, ONE FOR EA. n Y Lu — — — d _ ......._:.� ;, ° Ids CONC. SLAB PER w I d �.. I —.I� HORIZONTAL c� �. — — 8 4 = i- I L...LL.I I:.. 8rI REBAR, TYP. U.N.O. CIDU 3J Q �� — — Li I -� ..I.. d , _ _ FOUNDATION PLAN I I �— — —_ — 1 a., I I L.... 1.. .. ...:III I j__.._.. ~ �.i� �� a. n n •..�y, 'd' ,.a i W z d a w Lu __ _ _ da i d ° I—III III w d_ moo' I_—III _ _. _ _. _ _'-- _ , ° �, -I i I --I I - Q pq o p °— - - — - - d (2) #5 BARS CONT. —III -1 I I=III III— I ILL > I 9 __ _ _ d : SLOPE 2 -STORY CONDITION 1'-4" O ff Al— 0I L:. I _:. I I ... W I _.. (2) #5 CONT. w/ 3" t � l rr (2) #5. CONT. w/ 3'� I—=. I ., 16' MIN. _._..._.. _`. COVER TYP. PER MFG a �:''.,.: �r (3) #5 BARS w/ 20" O 1 -4 (2) #5 BARS CONT. I _:.:.._.. M COVER TYP. SLOPE EXT. SURFACE � W/ 3" COVER TYP. III III- III-. mm..._, (2) #5 BENT BARS w/ OR GRADE 1/4" PER WIDE FOOTING Z CLEAN COMPACTED MIN. 25 LAP SPLICE CLEAN COMPACTED 0 �tti FILL @ 95% STANDARD BUIOLD NGAY FROM FILL @ 95% STANDARD W 04' WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY O z .� SHALL BE 1'-4" WIDE w/(3) #5 BARS ELASTOMERIC JOINT w FILLER CL L FO FOOTING @ SHOWER AT MASONRY FO THICKENED EDGE fiIF09T9YPICAL STEP FOOTING DETAIL fi!=1'0T0YPICAL CORNER BAR DETAIL (TOP VIEW) A171%1E1XTERIOR DOOR POURED SILL A`Fl FOOTING AT INTERIOR BEARING WITH CMU 0 3/4"=1'-0" 3/4"=V-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4„ CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. PLAN FOR BASE SIZE z O DRIVEWAY BYSEE :r'� _ BUILDER- CONCRETE PAD SI EN DATION FOR w 4„ M I OR PAVERS ' a w CONC. SLAB OR 1.. 1 ] w Lu baa PAVERS PER PLAN ' C) CO COMPACTEDCLEAN FILL @ 95%/o STANDARD DENSITY — COVER TYP. 8 x 8 THICKENED 3EDGE w/ (1) #5 CONT. $rr 3”° CLEAN COMPACTED FILL @ 95 /o STANDARD DENSITY F1 THICKENED EDGE @ GARAGE DOOR fiF'1' FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1' -Orr 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 J PLAN AND BEARING Q Q W J LL O W —' ~Qv rn O PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE r � U�0vu� 0Z 0 J z O �wz rn J W REQ'D BELOW Lu (/)0 I—F-Ww o Z < < ZO E _ OU w MIN 4" 0 a20 s W Z Q w w Il N Z OV J F_z ;. SLAB PER (1) #5 CONT. w/ 1-1/2" cl O 0 O aW Z_ W IDATION PLAN COVER TYP. Ile 1-1/2" COVER TYP. CONC.SLAB PER I 2 1/4 w - Lu ..�.�. 0 FOUNDATION PLAN CONC. SLAB PER Z CONCRETE SLAB PER w FOUNDATION PLAN O FOUNDATION PLAN z Of 2x PT SILL PLATE 2x P.T. SILL PLATE N w I Q o- Z ° 4 d•t Ie O Q � °-_.- d. _ _ui � - a a I_ I— I :--- _ _ _ _ _ i1I I -III- 'a _ _ _ _ � _ III—III s -1 I I I � �- -III -I -- _ _ w °- _I__ I—. I L._._._. _. d =1 IFII - c) v) -.-I - I-111-111-111 111- r -L I _, .._ _r I I Z LU 16rr 8 w 8rr Q. CLEAN COMPACTED > CLEAN COMPACTED CLEAN COMPACTED J O (2) #5 BARS CONT, w/ 3 (2) #5 BARS CONT. w/ 3 FILL @ 95% STANDARD t COVER TYP.; AT 8rr 14 8rr FILL @ 95% STANDARD COVER TYP.' AT FILL @ 95% STANDARD m DENSITY m DENSITY DENSITY Q (2) #5 BARS CONT. w/ 3" 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 (� COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO @ 2 -STORY COND. (3) #5 FILL 95% STANDARD BE 20" WIDE BE 20" WIDE 0-- BARS REQ'D & FTG TO DENSITY w Lu BE 20" WIDEILL H O cp NON—BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING fiFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING z �ee,�1111°1s�retjr'�> N N 3/4"=1' -Orr 3/4"=1'-0" 3/4"=1' -Orr 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" �w�� J% ,°rr W co 00 OPT. MASONRY CURB 'Q �,�r N o @ ELEV. 0'-0" w/ (1) #5 2 ;� ¢ U VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w 00 U O: J SLOPED GROUT TO w I-.. 6-.� �.0 �O� Q Q DRAIN MASONRY WALL A 00.0 id. G, `e Z D OPTIONAL CURB BY BUILDER MIN. 24" BEFORE r A. da M SEE PLAN Q i��ie� * o* a��` O ZLL 8 x12 THICKENED — ° ' O _ '11111110 m CONC. SLAB PER ANOTHER STEP w g IF:CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. SLOPE CONC. SLAB PER 1 #5 FROM FTG. TO FOUNDATION PLAN TIE BEAM MIN. 25 8rr o_ FOUNDATION PLAN w/ 3" COVER TYP. ' a ` #5 CONT. PER MFG SPLICE GROUT CELL W ' a REINFORCEMENT SEE ae e SOLID PER PLANS W w ° FOUNDATION PLAN IA' GRADE w U THRESHOLD PER MFG d#5 x 25" x 25" CORNER d z • �pf�° �l Ct7� FOR QUANTITY p o ° BAR, ONE FOR EA. n Y Lu — — — d _ ......._:.� ;, ° Ids CONC. SLAB PER w I d �.. I —.I� HORIZONTAL c� �. — — 8 4 = i- I L...LL.I I:.. 8rI REBAR, TYP. U.N.O. CIDU 3J Q �� — — Li I -� ..I.. d , _ _ FOUNDATION PLAN I I �— — —_ — 1 a., I I L.... 1.. .. ...:III I j__.._.. ~ �.i� �� a. n n •..�y, 'd' ,.a i W z d a w Lu __ _ _ da i d ° I—III III w d_ moo' I_—III _ _. _ _. _ _'-- _ , ° �, -I i I --I I - Q pq o p °— - - — - - d (2) #5 BARS CONT. —III -1 I I=III III— I ILL > I 9 __ _ _ d : SLOPE 2 -STORY CONDITION 1'-4" O ff Al— 0I L:. I _:. I I ... W I _.. (2) #5 CONT. w/ 3" t � l rr (2) #5. CONT. w/ 3'� I—=. I ., 16' MIN. _._..._.. _`. COVER TYP. PER MFG a �:''.,.: �r (3) #5 BARS w/ 20" O 1 -4 (2) #5 BARS CONT. I _:.:.._.. M COVER TYP. SLOPE EXT. SURFACE � W/ 3" COVER TYP. 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SLAB OR 1.. 1 ] w Lu baa PAVERS PER PLAN ' C) CO COMPACTEDCLEAN FILL @ 95%/o STANDARD DENSITY — COVER TYP. 8 x 8 THICKENED 3EDGE w/ (1) #5 CONT. $rr 3”° CLEAN COMPACTED FILL @ 95 /o STANDARD DENSITY F1 THICKENED EDGE @ GARAGE DOOR fiF'1' FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1' -Orr 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-01r � � Q i� W J LL O W —' ~Qv rn O z� 8 r � U�0vu� 0Z 0 J z O �wz rn J W O Z2o = Q 0 0 $ (/)0 I—F-Ww o Z < < ZO E _ OU w 0 a20 s W Z Q w w Il N Z OV J F_z cl O 0 O aW Z_ W 2 Lu ..�.�. 0 Z O a z 3/4"=1'-0" 3/4"=1'-0rr I— LU O� TOP (2) #5 x 4'-0" --- Z PVC OR SCH40 SLEEVE Z I-" 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING GRADE PIPE id ° a - PVC SLEEVE MIN.— —I I— - FOOTING PER PLAN DIAMETER TO BE 2 ' =1 11 :: I I—I 1(— PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY F1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" CENTERED AT PIPE Q Z LV O PENETRATION = 0 a J L D 1. I .i..—;_ ' oC o 1 TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE - CENTERED AT PIPE I 0 p J r PENETRATION , I. I I_..___ --I I CO 8' C.M.U. FINISH PER _ ELEV. I: z I 7 ..a �, = I -'i -I Z N FINISH FLOOR co (� .. m II- I PENETRATING PIPE ISE.E:_FDIN .. _ III _ uj V OQ PLAN FOR—I 4 WF"' W LOOP TIE (TYP.) oII _ •� I I : I SIZE &REINF. i - I PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE J STRUCTURAL ENG: CFG Q DRAFTING: PENETRATION _ FOOTING PER PLAN SEE FDNIPLAN I I ( _) Z STRUCT. TNT :=1 L _ FOR SIZE I 1 = :-� ....� `' �,,,� d PVC SLEEVE III__. & REINF. _ U) QC CHECK CC _._ (FRONT VIEW) I mmm`. I� JOB No TM -2153024 -- = SCALE: AS INDICATED -I—I I I H PIPE VERTICAL T H R U F D N _.._ _ DATE: 08-29-2016 NOT USED PIPE PARALLEL TO FND SD1 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM - (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL U.N.O. Fj5 (1) #5 VERTICAL IN GROUT FILLED CELL (IF ,a REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN FOR t' ADDIT'L REBAR INFO ,.. 1v 1 4 VERTICAL REINFORCEMENT DETAIL '-0"'-0'***Do , LLJ N1/2"=1-0" 1/2"=1-0" 3/4"=1 1/2=1 j 00 V - NOTE: CUT BACK 2x8 SHEATHING PER PLAN STRUCTURAL : ' t � a� U) LINTEL (SEE PLAN) SHEATHING PER PLAN _ ; ; .,.► w N N Z P.T. @ TOP TO ALLOW SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING _cc . ,Q �pp Z FRAMING DETAILS FOR = ft : O: 2 = Q U_ CONT. 2x4 BLOCKING „ TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME �- .V o 7/16 O.S.B. EA. SIDE ADDITONAL S' w� : J AROUND CURVE. MIN. CONNECTION PER STD. CONNECTOR CONNECTION PER .• co CL 2 TAPCON ANCHORS INFORMATION STD. CONNECTOR NOTES STD. CONNECTOR �J *�••o .*�Gj *,� W Z PER 2x8 (HEADER CAN BE NOTES NOTES EITHER UPSET OR EDGE AS REQ'D FRAME FRAME OUT TO BLOCK Q ''��//rrlirrl►1��```m 0 DOWNSET) FRAME OUT TO BLOCK H w EDGE AS REQ'D EDGE L2x BLK'G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END EACH END Lu HEADER PER �' 1/2" x 8" ANCHOR BOLT I (2) 2x TOP PLATE r l LOCATION --�-. (3) 16d COMMON I (2) 2x #2 SYP SEE PLAN 2 V (2) 2x PLATE 2 OR TITEN HD @ 32'" I FOR BEAM SIZE (ONLY O O �-+ (2) 2x TOP PLATE O 2x #2 SYP SEE PLAN „ END VIEW W/ CMU O.C. & 6 FROM EACH U NAILS (TYP.) � � FOR BEAM SIZE END I IF OPENING PROVIDED � w �o -. PER PLAN) Z HEADER SEE PLAN I --I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE Q ;� 4 � ��'` lyl� 3 0 MIN. 2x4 SPF #2 KNEE 4 ( ) WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16" co U '' J 2x4 SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM X STRUCTURAL O STRUCTURAL PLATE I O.C. w/ STRUCTURAL � Z BLOCKING ATTACH TO FOR BEAM SIZE c 0 SHEATHING FROM U SHEATHING ON BOTH � SHEATHING ON BOTH � � Q � 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR TOP OF WALL TO = -a .2 NAILSBOTTOM OF WALL. U d WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE Z 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ATTACHED PER O �O�ti4 NAILING SCHEDULE rr ll ARCH PER ELEV W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE I U) V Q GVti U (2) - 8d EACH END TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS TO SP2 CLIPS Z Z AT TOP AND SP1 CLIPS BUILDER FRAME MASONRY WALL AT TOP AND SP1 CLIPS � ��}titi 2x BUCKS AT BASE ARE REQ'D — O OF OPENING SCHEDULE. ONLY — (2) 2x TOP PLATE (5) 3/8" DIA. J -BOLT W/ REQUIRED WHEN _ ��_— TYPICAL TIE BEAM w/ io `--~ — 2x6x12 P.T. CENTER SEE PLAN FOR WALL 1 ° . 3000 psi CONC. w/(1) #5 BUCK FRAMING INFO-� ° REBAR CONT. 3/8" DIA. ANCHOR SCHEDULE. MIN 6"zx ��° ' STD HOOK CENTERED WALL SCHEDULE 2x P.T. STUD BEYOND THREADED ROD PER I' ANCHOR. (1 st BOLT TO PLAN / BEARING WALL 4" TITENS w/ WASHERS BE 8" MAX. ABV. CURB, IA TYPICAL FILLED CELL 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. SCHEDULE. ONLY `� w/ 3000 psi CONC. w/(1) (5) 3/8" DIA. J -BOLT W/ REQUIRED WHEN MIN. 1 4" EMBED. FOR 5-1/2" EMBED. AT EA. INDICATED ON #5 REBAR VERT. DOOR BRACKET, EA. BASE PLATE VERIFY w/ PLAN FOR GARAGE WALL SCHEDULE. MIN 6"zx BLK. MAX. 6" FROM PROVIDE 1-1/2" x 3/16" WALL SCHEDULE REQ'D LOCATIONS BEYOND FROM END OF WALL / CHORD WITH (4) 10d ANCHOR. (1 st BOLT TO MASONRY WALL. 4" TITENS w/ WASHERS BE 8" MAX. ABV. CURB, IA CMU WALL PER PLAN 2x6 P.T. BUCK EACH 2x4 #2 SYP BLOCKING BOTTOM AND 12" O.C. SIDE OF OPENING BLOCKING PER BRG (4) EQ. SPACED 2" GARAGE BUCK DETAIL WALL SCHEDULE TYP. TRUSS TO FRAME 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. i 2x BUCK DETAIL PRE -CAST LINTEL PER uj PLAN (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4-1/2" „ TAPCONS; SEE NOTES 2X8 3/16" x 3" 12 O.C. 2 FOR SPACING Q Q Z w 0 W w__ i TITEN HD ANCHORS w/ (5) 3/8" DIA. J -BOLT W/ r MIN. 1 4" EMBED. FOR 5-1/2" EMBED. AT EA. HOLLOW BLOCK OR 3 DOOR BRACKET, EA. BASE PLATE 1„ EMBED. FOR SOLID 2 SIDE OF DOOR. CONNECTION PER BRG i BLK. MAX. 6" FROM PROVIDE 1-1/2" x 3/16" WALL SCHEDULE TOP & BOTTOM OR 4" x THICK WASHER W/ EA. CHORD WITH (4) 10d ANCHOR. (1 st BOLT TO 24" 0. C. MAX. 4" TITENS w/ WASHERS BE 8" MAX. ABV. CURB, IA 6" FROM TOP AND REST EQ. SPACED 2x4 #2 SYP BLOCKING BOTTOM AND 12" O.C. -24" O.C.) PT BASE PLATE OTHERWISE. GARAGE BUCK DETAIL fiD6 BEARING/ SHEARWALL CONNECTION TO CMU TYP. TRUSS TO FRAME i 2x BUCK DETAIL PRE -CAST LINTEL PER uj PLAN (2) 2x PT BUCKS w/ 1/2" ATTACHMENT REQUIREMENTS O.S.B. BETWEEN SIZE TAPCONS SPACING # ROWS IF DBL. NAILER IS 2x4 3/16" x 3" 12" O.C. 1 USED, USE 1/4" x 4-1/2" „ TAPCONS; SEE NOTES 2X8 3/16" x 3" 12 O.C. 2 FOR SPACING Q Q Z w 0 W w__ 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 END VIEW W/ WOOD AT BASE ARE RADIUS AS REQ'D O Q REQUIRED d Q m LLJ ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" PRE-ENGINEERED 12 o FASTEN PT 2x NAILER 04 NAIL SCAB TO TOP IF A/C IS SUSPENDED - TRUSSES PER PLAN @ (TYP) SEE ELEV, CHORD WITH (4) 10d FROM TOP CHORD (2) 24" 0. C. MAX. TO MASONRY NOTES: Zz 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. TYP. TRUSS TO FRAME 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS CONNECTION PER STDSUPPLIED FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM � Z CLOSURE WALL w/ IF NO WEB IS PRESENT BY A/C CONNECTION NOTES ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK W O SINGLE TOP AND BASE (3) 1 Od NAILS TYPICAL COMPANY 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, PLATE w/ (2) 16d NAILS AT EACH TRUSS EXT. SHEATHING STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Lo TO TRUSS. STUDS @ ATTACHED PER THIS CASE. w 24" O.C. & EXT. fffill NAILING SCHEDULE 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x OU SHEATHING INSTALLED 2x4 'X' BRACE ACROSS BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" FROM TOP OF I �I PER NAILING PATTERN LENGTH OF O.C. @ EACH SUCCESSIVE BUCK (D W SHEARWALL 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME z C) AND SP1 CLIPS AT2x4 (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS NAIL SCAB TO TOP #2 SYP RAT RUN -- BASE ARE REQ'D. TBD BY BUILDER (FASTENING) ARE MET m CHORD WITH (3) 10d TOP AND BOTTOM MIN 2x BLOCKING — CRICKET AS REQUIRED 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) Q NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BAY MIN. 24" ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S D 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MIN 2x4 STUDS @ 16" O/C SPECS MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP O - -- -- - TRUSS TOENAILED TO EACH SIDE J w DOUBLE TOP PLATE w/ w W 10d NAILS @ 4" O.C. 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" O STANDARD TRUSS -- FROM EA. END, CENTER �® urrrr�r�® ON BASE PLATE Z Nib UPLIFT CONNECTOR 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 END VIEW W/ WOOD AT BASE ARE RADIUS AS REQ'D O Q REQUIRED d Q m LLJ ARCH WINDOW FRAMING DETAILS FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL F01 DORMER FRAMING DETAIL NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH (ELEVATION FOR FRONT WINDOW OPENING IF REQ'DCMO CHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4"=1'-0" 3/4"=1'-0" H 3/4"=1'-0" 3/4"=1'-0" U � + A ROOF SHEATHING U) (D ATTACH PER NAILING < SCHEDULE U) U) O 1._ W -' 0)C) I_ 0)Z W Z H M h E STANDARD TRUSS O W Q Z TOP CHORD VARIES U Q Z U o o O I-- � �wz`�, TRUSS WEBS NOT -r J U R z w o 8 SHOWN FOR CLARITY w Q = 2 cn ` PRE-ENG.TRUSS PER t=- Z Z¢ U z z E 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX F- O LLO � 0 a BRACING (AT 45°) W/ ROOFING MATERIAL W U (6 `N a (3) 12d NAILS TO RAT PER ARCHS w Q Uj J RUNS. TYP EACH SIDE 7 SEE FRAMING PLAN z J Z Z 0 w N U CONDENSATE FOR CONNECTION W DISPOSAL BY A/C INFO OI— /' 1'1 SUPPLIER SEE ELEVATION U �- (,J TOP OF MASONRY Q W CONNECTION TO BE Z W SUPPLIED BY A/C — _ SEE ARCH PLANS FOR O U) COMPANY OVERHANG INFOui IL (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. Z A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O GROUT SOLID p z_ w Q 11 FLUE PER MANUF. W SPECS W/ 2" MIN. WINDOW PER> Z Z & FRAMECLEAR BETWEEN FLUE FLOOR PLAN Z = O J GALVANIZED FLASHING �_ Vi Q EXT. SHEATHING PRECAST CONC. OR LL O ATTACHED PER POWERS STEEL SILL 0 O 0 1 NAILING SCHED. TYP. @ ALL WINDOWS 0 Lu �O CZO N m 2x4 FRAMED CRICKET EXT FINISH PER PLAN W/ GALVANIZED w C7 W Z _ FLASHING I v0_j C.1 LL. �.. O F� .. w Q M MAIN FLOOR ? O H H (4) 16d COMMONS ELEV 0'4" U a NAILED @ EACH END CONC. SLAB - °' � � VERT REINF. BEYOND � SEE FOUNDATION STRUCTURAL ENG CFG 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO __....._ 16d COMMONS END—� �- Q DRAFTING: NAILED TO VERTICAL I I—i ~ _-STRUCT: TNT 2x4's PLAN MASONRY WALL PER Q . _ ,. _ _...._._ QC CHECK: CC SEE FOUNDATION w w JOB No. TM - 2153024 DETAILS FOR FTG INFO - _ SCALE: AS INDICATED TRUSS PER PLAN 2 --.. -- - - --- -- ------ ~ DATE: 08-29-2016 A_S�0 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0 D " 3/4"=1'-0" PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED - TRUSSES PER PLAN @ (TYP) SEE ELEV, CHORD WITH (4) 10d FROM TOP CHORD (2) 24" 0. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS CONNECTION PER STDSUPPLIED CLOSURE WALL w/ IF NO WEB IS PRESENT BY A/C CONNECTION NOTES SINGLE TOP AND BASE (3) 1 Od NAILS TYPICAL COMPANY PLATE w/ (2) 16d NAILS AT EACH TRUSS EXT. SHEATHING c� TO TRUSS. STUDS @ ATTACHED PER 24" O.C. & EXT. fffill NAILING SCHEDULE SHEATHING INSTALLED 2x4 'X' BRACE ACROSS FROM TOP OF I �I PER NAILING PATTERN LENGTH OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP SHEARWALL AND SP1 CLIPS AT2x4 NAIL SCAB TO TOP #2 SYP RAT RUN -- BASE ARE REQ'D. CHORD WITH (3) 10d TOP AND BOTTOM MIN 2x BLOCKING — CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C LOCATION. MIN (3) BAY MIN. 24" 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MIN 2x4 STUDS @ 16" O/C MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP TRUSS TOENAILED TO EACH SIDE 2x P.T. PLATE DOUBLE TOP PLATE w/ 10d NAILS @ 4" O.C. 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" STANDARD TRUSS -- FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD ON BASE PLATE A UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE TOP KNOCK OUT 9 FRAMED WALL PER COURSE W/ (1) #5 MASONRY WALL PER PLAN CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALLWO PERP, SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES K�) 3/4"=V -0"2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED CHIMNEY CAP LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. F ROOF SHEATHING FOR STRAP .. 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE a CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF. D � ^^D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END (1) SPH4 EVERY --...._.. A`I D TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD 70 / ✓ �/ BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS � ' �� / DOUBLE TOP PLATE BELOW AND CONNECT w/ HTS20 @ 32" O.C. PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW / 2x4 VERTICAL@ 24" O.C. MAX. w/ (4) 10d /. NAILS TO BOTTOM A / CHORD & (3) 10d NAILS H J C F 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE FRAMING DETAIL IF WALL HEIGHT IS t B BETWEEN 4FT & 8FT;USE B I \/ DOUBLE TOP PLATE / 2x6 SYP #2 STUDS C H a IMPSON H3 H4 OR H5 EA. END OF TRUSS OR S @ C GALVANIZED FLASHING RAFTER 2x4 BLOCKING W/ (2) .. ,� • 4 ti E I � /�/ COMMON TRUSS PER PLAN OR CONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF �% // E / 16d COMMONS END NAILED TO VERTICAL V FINISH PER ARCHSFIN ✓�� / 2x4's k MIN. H2X6G 4\_> CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 „rAMrM > ROG'TF=PQ tad M1 I AVFRC q/d" f:IIX CHFATHIN(-, HFADER `l F01 DORMER FRAMING DETAIL NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH (ELEVATION FOR FRONT WINDOW OPENING IF REQ'DCMO CHIMNEY FRAMING DETAIL 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4"=1'-0" 3/4"=1'-0" H 3/4"=1'-0" 3/4"=1'-0" U � + A ROOF SHEATHING U) (D ATTACH PER NAILING < SCHEDULE U) U) O 1._ W -' 0)C) I_ 0)Z W Z H M h E STANDARD TRUSS O W Q Z TOP CHORD VARIES U Q Z U o o O I-- � �wz`�, TRUSS WEBS NOT -r J U R z w o 8 SHOWN FOR CLARITY w Q = 2 cn ` PRE-ENG.TRUSS PER t=- Z Z¢ U z z E 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX F- O LLO � 0 a BRACING (AT 45°) W/ ROOFING MATERIAL W U (6 `N a (3) 12d NAILS TO RAT PER ARCHS w Q Uj J RUNS. TYP EACH SIDE 7 SEE FRAMING PLAN z J Z Z 0 w N U CONDENSATE FOR CONNECTION W DISPOSAL BY A/C INFO OI— /' 1'1 SUPPLIER SEE ELEVATION U �- (,J TOP OF MASONRY Q W CONNECTION TO BE Z W SUPPLIED BY A/C — _ SEE ARCH PLANS FOR O U) COMPANY OVERHANG INFOui IL (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. Z A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM Q W/ (1) #5 CONT. O GROUT SOLID p z_ w Q 11 FLUE PER MANUF. W SPECS W/ 2" MIN. WINDOW PER> Z Z & FRAMECLEAR BETWEEN FLUE FLOOR PLAN Z = O J GALVANIZED FLASHING �_ Vi Q EXT. SHEATHING PRECAST CONC. OR LL O ATTACHED PER POWERS STEEL SILL 0 O 0 1 NAILING SCHED. TYP. @ ALL WINDOWS 0 Lu �O CZO N m 2x4 FRAMED CRICKET EXT FINISH PER PLAN W/ GALVANIZED w C7 W Z _ FLASHING I v0_j C.1 LL. �.. O F� .. w Q M MAIN FLOOR ? O H H (4) 16d COMMONS ELEV 0'4" U a NAILED @ EACH END CONC. SLAB - °' � � VERT REINF. BEYOND � SEE FOUNDATION STRUCTURAL ENG CFG 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO __....._ 16d COMMONS END—� �- Q DRAFTING: NAILED TO VERTICAL I I—i ~ _-STRUCT: TNT 2x4's PLAN MASONRY WALL PER Q . _ ,. _ _...._._ QC CHECK: CC SEE FOUNDATION w w JOB No. TM - 2153024 DETAILS FOR FTG INFO - _ SCALE: AS INDICATED TRUSS PER PLAN 2 --.. -- - - --- -- ------ ~ DATE: 08-29-2016 A_S�0 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0 D " SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" LJJ O.C. O.C. NOTE: ALL GABLE (1) 2x4 BRACE 7'-0" < H e: 9'4" BRACING IS TO BE WASHERS (MIN. 7" STRONGBACK W/ (1) 2x4 BRACE SHEATHING NOT REQ'D CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ SHEATHING NOT REQ'D SYP#2 OR BETTER H EACH END AND 32" O.C. 24" O.C. FOR FALSE BM TO BE CONT. @ THE Z STUD TOP & BOTTOM TO BE CONT. @ THE z EACH END.AT 24" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA: END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRANSITION FROM < SEE CHART. TRANSITION FROM _ -i GABLE END TRUSS TO M 2x TOP PLATE TO 77 BEAM TO GABLE - 2x FASCIA w (2) 16d PLT.@12" O.C. MAX. WALL TO GABLE SINGLE BASE & TOP' PLATE w/ PLYWOOD FALSE BM PER PLAN 4 o m NAILS @ 6" O.C. O INTO BLOCKING, (4) 8d TRUSS 10d COMMON NAILS (1) A23 FROM FRAMING FOR FALSE L L TRUSS IF REQ'D SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH x 1 — NAILS INTO TOP PLATE OUTLOOKER @ 6" O.C. TO BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- DOUBLE 2x TOP PLATE .�, s `�-- SIMPSON H2.5(TYP.) (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX Z-0" O.H. FASTEN ROOF CLEAR FASTEN SIDE WALL HOLD WALL 3-1/2" BEAM PER PLAN @ EACH END SHEATHING PER PLAN. _ SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. W BLOCKS w/8d NAILS SEE ELEV. FOR 2ND 2x4 BRACE IF – (5) 16d NAILS BRACE x REQ'D, SEE CHART *** THI PAGE FOR GABLE BRACING*** TO BLOCKING OUTLOOKER TRUSS PER PLAN SDS SCREWS TO TOPLAY EXT. SHEATHING; WALL SHEATHING PER 2x4 BLOCKING SIMPSON H10A SIMPSON H10A HEADER PER PLAN IF ATTACH PER PLAN @ 6" O.C. O.H. SIZE TRUSS BELOW DIAGONAL TO BEAM DIAGONAL TO TOP BOTTOM CHORD. FASTEN CONY. 2x REQ'D. MIN (1) JACK & PLATE ATTACH W/ (2) 10d -1 VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR USSES)PRE-ENG JP VALLEY TRUSSES) TO BEAM CONNECTION FRAME WALL CONNECTION EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. CONT. 2x4 CONTRACTOR TO FIELD VERIFY WHICH TRUSS PER PLAN LSTA12 & (5) 8d NAILS Q -j CONDITION IS REQUIRED. CONTACT EOR LSTA18 HEADER TO MF�0NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" FOR ADDITIONAL INFO AS REQ'D WHERE O.H. IS > V-0' 0- SIMPSON A23 @ EACH A35 DIAGONAL TO WHERE O.H. IS > 1'4", DROP BRACE TO PLATE TRUSS BOT. CHORD LJJ UP TO 4'-8" 3 1/4" HOLD 1/2" J -BOLTS w/ (1) 2x4 BRACE 7'-0" < H e: 9'4" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1618'4' CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ --- - - -- ---- - — DRAFTING. (2)16d NAILS PLT. TO H EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w Z STUD TOP & BOTTOM MAX. ATTACHMENT w/ (3) 10d z EACH END.AT 24" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA: END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TOENAILS EA. END < SEE CHART. PROVIDE 16d NAILS _ -i GABLE END TRUSS TO M 2x TOP PLATE TO 77 u- - 2x FASCIA w (2) 16d PLT.@12" O.C. MAX. Lu v GABLE END W/ 16d �I SINGLE BASE & TOP' PLATE w/ PLYWOOD FALSE BM PER PLAN 4 o m NAILS @ 6" O.C. O INTO BLOCKING, (4) 8d END NAILS @ EA. 10d COMMON NAILS (1) A23 FROM FRAMING FOR FALSE L L SHEATHING COVERING IF REQ'D SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH x 1 — NAILS INTO TOP PLATE OUTLOOKER WHERE O.H. IS > 1'4", DROP H LJJ UP TO 4'-8" NO BRACE REQUIRED 4'-811 H_ 7'-0" (1) 2x4 BRACE 7'-0" < H e: 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1618'4' GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d --- - - -- ---- - — DRAFTING. (2)16d NAILS PLT. TO H 2x4 BRACE IF REQ'D NAILS, TOENAILED @ Z STUD TOP & BOTTOM BRACE EACH END.AT 24" O.C. 2x4 BLOCKS, (2)16d NAILS @ EA: END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q < SEE CHART. ON (1) SIDE OF TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 1/2"=1'-0" TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS - 2x FASCIA w (2) 16d BAYS @ EA. DIAG. A5 SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Z SINGLE BASE & TOP' PLATE w/ PLYWOOD FALSE BM PER PLAN x 00 INTO BLOCKING, (4) 8d END NAILS @ EA. 10d COMMON NAILS (1) A23 FROM 2x4 #2 SYP P.T. SHEATHING COVERING IF REQ'D SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN Lu NAILS INTO TOP PLATE OUTLOOKER @ 6" O.C. TO BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- .�, s `�-- SIMPSON H2.5(TYP.) (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX Z-0" O.H. FASTEN ROOF CLEAR SPAN CONNECTION HOLD WALL 3-1/2" GABLE VERTICAL @ EACH END 2x6 (MIN.) PLATE THRU _ SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. W BLOCKS w/8d NAILS SEE ELEV. FOR 2ND 2x4 BRACE IF – C x REQ'D, SEE CHART *** THI PAGE FOR GABLE BRACING*** OUTLOOKER TRUSS PER PLAN SDS SCREWS TO TOPLAY 2x4 LEDGER W/ (2) 10d WALL SHEATHING PER 2x4 BLOCKING — — — — — — CHORD OF EACH HEADER PER PLAN IF PLAN @ 6" O.C. O.H. SIZE TRUSS BELOW NAILS @EACH WEB BOTTOM CHORD. FASTEN CONY. 2x REQ'D. MIN (1) JACK & 2x WALL, SEE PLAN ATTACH W/ (2) 10d -1 VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR USSES)PRE-ENG JP VALLEY TRUSSES) TO STD CONDITION FRAME WALL @ BEARING CONDITION AT 24" @ WALL EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. CONT. 2x4 0 TRUSS PER PLAN LSTA12 & (5) 8d NAILS Q -j ATTACH PER PLAN LSTA18 HEADER TO MF�0NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" WHERE O.H. IS > V-0' 0- FROM TOP OF WALL STUDS TYP. BASE TO BOTTOM 2x4 DIAGONAL BRACE DROP END GABLE w/ z 2x8 #2 SPF STUDS AT SHEATHING PER PLAN v. @ 48" O.C. TO 3RD OUTLOOKERS @ 24" ~ F�j Z 1/2" x 8" J -BOLT @ 32" a , DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. \ \ MASONRY WALL OR BAY REQ'D w/O ST MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN `'° 1N CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. STRONGBACK, SEE COMMON TRUSS Lu TITEN HD @ 32" O.C. & ..9 . CENTERED BETWEEN 6" FROM EACH END " r FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION CMU \ \ FOR REQ'D FLASHING CHART WITH (3) 12d TOENAILS. LO SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, \ GABLE BRACING (+) CONNECT TO DROP w (4) 8d NAILS TO TOP SEE CHART GABLE WITH WITH H2.5 CLIP. 0 C.) . MAX 2'-0" O.H. U PROVIDE 2x4 BRACE _ Z W EA. ADJ. DIAG. O FASTEN TO DIAG. FA w/(2) STRONGBACK IF REQ'D CONT. 2x4 16d NAILS. PER CHART 2x4'S @ 24" O.C. Q (5) 16d NAILS BRACE GABLE BRACING @ 48" = IA TO BLOCKING GABLE END O.C. NOT REG'D 6' AF O PROVIDE 2x4 BRACE SHEATHING FASTEN - - -- - FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN w SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D W 45° PER PLAN. 16d NAILS. LL GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-811 H_ 7'-0" (1) 2x4 BRACE 7'-0" < H e: 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1618'4' STRONGBACK W/ (2) 2x4 BRACE SEE GABLE - CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS CMU WALL OR LINTEL a . ' 3/4"=1'-0" BEAM, IF REQ D w/ (3) SIMPSON H10A DIAG. PROVIDE 2x BLOCKING SCALE: F- BELOW . HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BLOCKING (2) 12d --- - - -- ---- - — DRAFTING. (2)16d NAILS PLT. TO H 2x4 BRACE IF REQ'D NAILS, TOENAILED @ Z STUD TOP & BOTTOM BRACE EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. N SEE CHART. ON (1) SIDE OF TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 1/2"=1'-0" TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS - 2x FASCIA w (2) 16d #5 CONT SINGLE BASE & TOP' PLATE w/ PLYWOOD FALSE BM PER PLAN x 00 INTO BLOCKING, (4) 8d END NAILS @ EA. 10d COMMON NAILS (1) A23 FROM 2x4 #2 SYP P.T. SHEATHING COVERING IF REQ'D 2x6's @ 24" O.G. MAX. NAILS INTO TOP PLATE OUTLOOKER @ 6" O.C. TO BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- .�, s `�-- SIMPSON H2.5(TYP.) DIAGONAL DIAGONSTRONAL CMU WALL CONNECTION CLEAR SPAN CONNECTION HOLD WALL 3-1/2" GABLE VERTICAL @ EACH END 2x6 (MIN.) PLATE THRU ems— END NAILS @ EACHd 2ND 2x4 BRACE IF DOWN FOR C x REQ'D, SEE CHART *** THI PAGE FOR GABLE BRACING*** OUTLOOKER NOTE. REFER TO DETAI L GEO2 S A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GEO GABLE END @ FLAT CEILING CONNECTIONS rGEO GABLE END BRACING ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. OUTLOOKER (MAX. \ ROOF SHEATHING SPAN 2'-0") w/ (2) 16d Ie 2'-0" MAX. END NAILS EA. END VARIES 11 RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING (CF01 FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" A 1'-9" MAX. w r�- O WAY UP HEIGHT OF 3/4"=1'-0" TM 2153024 SIMPSON H10A DIAG. PROVIDE 2x BLOCKING SCALE: F- 10d COMMON NAILS @ FOR NAILING STRUCTURAL ENG: CFG 2x4 BLOCKING (2) 12d --- - - -- ---- - — DRAFTING. (2)16d NAILS PLT. TO H 2x6 RAFTER TO 2x8 NAILS, TOENAILED @ Z STUD TOP & BOTTOM RIDGE BOARD W/ A35 EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. N ON (1) SIDE OF PER PLAN TO STUD) 1/2"=1'-0" TRUSS PER PLAN - DTC CLIP, (2) 8d NAILS - 2x FASCIA w (2) 16d DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE x 00 INTO BLOCKING, (4) 8d END NAILS @ EA. (AS SHOWN) 2x4 #2 SYP P.T. 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.G. MAX. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS --- .�, s `�-- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER FASTEN SYP OR SPF HOLD WALL 3-1/2" @ EACH END 2x6 (MIN.) PLATE THRU END NAILS @ EACHd DOWN FOR END. -_ W/ 1/4"x4-1/2" SIMPSON DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN SDS SCREWS TO TOPLAY 2x4 LEDGER W/ (2) 10d WALL SHEATHING PER 2x4 BLOCKING — — — — — — CHORD OF EACH HEADER PER PLAN IF PLAN LINTEL PER PLAN _ — — -- — OVER THE TOP OF THE TRUSS BELOW NAILS @EACH WEB BOTTOM CHORD. FASTEN CONY. 2x REQ'D. MIN (1) JACK & 2x WALL, SEE PLAN ATTACH W/ (2) 10d -1 VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR USSES)PRE-ENG JP VALLEY TRUSSES) TO STD CONDITION FRAME WALL @ BEARING CONDITION AT 24" @ WALL EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. SIMPSON MTS12 OR TRUSS PER PLAN LSTA12 & (5) 8d NAILS Q -j ATTACH PER PLAN LSTA18 HEADER TO MF�0NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" 0- FROM TOP OF WALL STUDS TYP. BASE TO BOTTOM CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN v. 16" O.C. 1/2" x 8" J -BOLT @ 32" a , DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR _ 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" — MSTAM-24 TYP. EA. LINTEL SEE PLAN `'° 1N CMU. OR SIMPSON ANCHOR BOLT OR SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & ..9 . CENTERED BETWEEN 6" FROM EACH END " r FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, (4) 8d NAILS TO TOP O WAY UP HEIGHT OF PLATE TM 2153024 SIMPSON H10A DIAG. VALLEY. FASTEN w/ (5) SCALE: F- 10d COMMON NAILS @ STRUCTURAL ENG: CFG EACH END (TYP.) --- - - -- ---- - — DRAFTING. H 2x6 RAFTER TO 2x8 TRUSS PER PLAN Z TRUSS PER PLAN RIDGE BOARD W/ A35 ---- w N ON (1) SIDE OF SD3 1/2"=1'-0" RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE x 00 INTO BLOCKING, (2) U) (AS SHOWN) 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.G. MAX. IN CMU. OR SIMPSON .�, s 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU END NAILS @ EACHd SHEATHING PER PLAN END. -_ W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOPLAY WALL SHEATHING PER 2x4 BLOCKING — — — — — — CHORD OF EACH PLAN LINTEL PER PLAN _ — — -- — OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONY. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d -1 VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR USSES)PRE-ENG JP VALLEY TRUSSES) TO STD CONDITION FRAME WALL @ BEARING CONDITION AT 24" @ WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. MF�0NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" O JOB No. TM 2153024 SIMPSON H10A DIAG. SCALE: F- STRUCTURAL ENG: CFG Z ---`'` TO BLOCKING --- - - -- ---- - — DRAFTING. H DATE: Z -STRUCT: TNT 0 ---- w N SD3 1/2"=1'-0" x 00 ••.... iii � U) 00 ,. .�, s GABLE BRACING @ 48" PROVIDE 2x BLOCKING 0J 0 U_ O.C. MAX. 45° FROM FOR NAILING =: Q HORIZONTAL (+/- 100) " Q 0: O"` Q "C1.. Z BRACE NOT REQUIRED G� , .•' v Q 6' FROM EAVES. TRUSS PER PLAN ®io •�'••.•, �4�� m 0 LL —At SEE PLAN FOR SUPPORT AND TIE tf1lli� DOWN OF JACK Lu PROVIDE BLOCKING TRUSSES d r l BETWEEN TRUSS BAYS 0 V 0 @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN 0 w �Ol CONNECTION DETAIL (FRAME WALL SHOWN; Q Q CyJlyl N CONNECTIONSFOR MAY ALSO BE t j i ��3J o MASONRY) w 1 o ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** Q ° 0 0 LL o Z H ��S U O Z �titi90 op � m �. a w GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" U (2) 2x TOP PLATE O Z SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. U) J 0 OUTLOOKER OR CONY. FRAME OR w Q W J ti o v HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER O Lu SEE HEADERT CANTILEVER PLAN O Z J SCHEDULE & NO ES F– W Q 8 FOR ADDT'L INFO. Q Z U o ui SIMPSON LSTA12 OR O 0 J U � - a SP4 CONNECTORS z o 8 GABLE TRUSS ..I 24"o.c. IF HEADER WITH F- z?? Lu w c UPLIFT SPAN 4'-6" OR Z ¢ cn z z E MORE. EXT. SHEATHING, p Q u- 0 °x ATTACH PER NAILING CU O (0 a ~ N J 2x DOWNFRAME TO SCHED. w W Q U- w cv a DOOR AS REQ'D (2) 16d NAILS TO EA. Z LU Z 0 U COMMON TRUSS oui SIMPSON META16 @ Q W V 32" O.C. GABLE TRUSSILI MAIN SPAN ROOF Z_ Lu 1/2" THREADED ROD TO MASONRY. AT TRUSS EA. SIDE OF HEADER WOOD WALL (n (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR O PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) w STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN (� ONLY REQ'D @ BRG FOR WOOD OR Z WALL W/ UPLIFT MASONRY O (GE�OGABLE END AT VALLEY FRAMING o c z 3/4"=1'-0" HEADER STUDS PER W 11 HEADER SCHEDULE U.N.O. ON PLANS z Z W O O= CL J ATTACH JAMB STUDS 0 Y PER WF08/SD4 QO O 0 CO w CV cn �JZ w H 0 W z o W I O " D T BASE PLATE = O F- W-2 1- U CL JOB No. TM 2153024 SCALE: F- STRUCTURAL ENG: CFG J--..... Q --- - - -- ---- - — DRAFTING. H DATE: Z -STRUCT: TNT Lu ---- QC CHECK: CC SD3 JOB No. TM 2153024 SCALE: - — AS INDICATED --- ~ DATE: 08-29-2016 TYPICAL HEADER DETAIL NOT USED 1 SD3 1/2"=1'-0" NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION p 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) EDGE DISTANCE 2 TOP PLATE WIDTH BOTTOM PLATE w/ (4) 4 " 2 1/2" EDGE OUTSIDE (2) 2x4's u INSTALL SIMPSON PROVIDE 2x4 ON TOP )TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PER IL r_ 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE/ u PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & u FRAMING PLAN TOP PLATE ATTACH W/ p ATTACH PER NAILING NAILS TYP: TOP &BOT. 2 10d NAILS O C LLJ + + DOUBLE 10d @ 3" O.C. O PATTERN ON THIS + (SOLID BLOCK W/ 2x6) DETAIL 10d x 3" COMMON - z 0 10d x o w N TOP SPLICE z � z n z w (� 2.. O 2 1/4" lo w 1 1/2" z N z ¢ Q 0 O (V CV 2x4 BEYOND AGAINST F- a w 5t�g" 2x8 STUDS �� M/N N 10d x 3 N COMMON oo -1 - °° wp p M1� ATTACH 2x STUDS TO 10d x 3" COMMON OPP. x TOP PLATE W/ (4) 16d OVERLAP TOP PLATE SIDE z z N O 01 OU U NAILS ((2) ON EA. SIDE) AT CORNER o z O W TYP. AT ALL EXTERIOR U U 10d x 3" OPP. SIDE z a a ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE U I I a- I I I I z a � TO CORNER STUD a - - 5 TOP PLATE W/ (4) 16d a oo ao 0o m NAILS ((2) ON EA. SIDE) 2x8 STUDS PER PACK w/ (4) 1 Od NAILS 10 * Q TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON CONDITIONS O - - TOP SPLICE OPP. SIDE IT I EDTAILANCE PER � J BOTTOM SPLICE OVER u- sTUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT $° O/C � Lu DOUBLE 2x8 TOP TOP PLATE TRANSITION 2 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2X S PLATE ( ) u - O FO TYPICAL TOP PLATE SPLICE @BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN z 04 OF w to ,�� " a" •f�4_ ark Cep CL 00 2x DBL TOP PLATE 2 MIN. 15/32" EXP 1 SHEATHING � 3/8" SHEATHING PER PLAN N N Z BEYOND INSTALLED VERTICALLY. `D NAIL SHEATHING AT FRAME WALL BOTTOM PLATE LL z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING E -d pts ROOF SHEATHING, ,. ©� cc 00 � ¢ CJ — _ — _ — v O _ (1) ROW OF 8d COMMON NAILS @ 3" O.C. W= NAIL SPACING FASTEN PER PLAN v' IT -LI ID w ? Q of , 01, SC, OV SC ROOF SHEATHING, '"i "►'�� Q D II 6 I I II II II p ¢ �ui NAILS @ 3" OPCLATE USING (2) ROWS OF 8d COMMON /� 2�<FN�9A TO FASOTENHPER PLAN 2�< Nvz'9AlT0 FASTEN PER PLAN ��io "'"" . ��*w Q _ w = '�°/ NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" GTy� (is O'' TR(is _ �psj 1®®®a` m 11 II II o 11- - _1i- - -- - -- - -- a �, z x P s op s trrr1111t III — —w c� COMMON NAILS @ 3' O.C. — — _ Ox/ oy H III III II II �r�_ WALL SHEATHING O _SEE SPLICE SPLICE, 4G NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL 2x4 FRAMING @ 24"A x S III III II II I EDGES 6" O.C. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. w DETAIL. MAX 1/8" 2x4 #2 SYP CONT. w/ (2) J III OPENING III II II II SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" r l III III II PANELS = H DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS a V 4 w U) COMMON NAILS @ 3' O.C.NAILS AT JOINT 2 III 3 I I I I I I I PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING @ 4" O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS O O PER -ENG TRUSSES - NAILS AT JOINT MEMBER, TYP. (MAX. L) AROUND 2x STUDS BEYOND '` O TOP & BOTTOM - @ 4" O.C. USE (2) 1/4" TAPCONS z O u�bJ� III TYP. III II II II O HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ STUD PER PLAN 2x SCAB w/ 10d NAILS 24 O.C.). IF MASONRY, o w of _j SHEATHING SPLICE, III OPENING III II II II SEE PLAN FOR MORE a u_ 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTER OR TRUSS CONNECTIONPER-ENGw/ MIN. 2" EMBED. @ M U , 4'yj/ N III III I I I I I I a i.1 TRUSSES 30 0 INFO F- z O VERTICAL MEMBER IF GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24 O.C. BLOCKING GYPSUM WALLBOARD - CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS OU c O PER PLAN LEDGER TRUSS PER PLAN a o_ JOINT, MAX. 1/8 GAP -- TO LEDGER _ 2x4 PT LEDGER W/ U .r NAILING PER 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d 0 ��g SCHEDULE O.0 2x FRAME WALL PER NAILS @ 16 O.C. O l ��510 U PLAN ca `../ 2x4 BLOCKING PLACED SEEO HL SIZEOR SEE O.H.SI FOR WOOD/MASONRY Z FLATWISE (2) 16d .H. SIZE WALL OR TRUSS, SEE U) NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @CMU WALL CONDITION @FRAME WALL PLAN(TRusssHowN) ° -- � Q m NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE *F�lTYPICAL SCAB OVERHANGD02 LEDGER @ LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS3/4"=1'-0" 1-1/2"=1'-0" U OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, NAIL PER PLAN TRUSS PLAN FOR 2x4 #2 SPF J 0 PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE US O BLOCKING @ 24 O.C. a DOUBLE TOP PLATE MORE INFO & MORE INFO & U) U ti CONNECTION CONNECTION w/ (2) 16d END NAILSLL SIMPSON SP4 OR SP2 2x BLOCKING W/ (2') (2) 2x TOP PLATE EACH END O W _j" o EACH STUD 12d NAILS EACH END ++ XX z 06 W zWM E @ @ 2x12 BOX HDR w/ 2x8's W ¢ Z N U- � 6 TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL a - O o V z 0 cote PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF O �. ,�_ w z `� y ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. -j J R Z a p FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS w .I Q (n SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF + ++ + + 4 12d NAILS EACH EACH END Z z ►w- w o SEE PLAN FOR NAIL PER PLAN TALLER STUD) w O SEE TRUSS PLAN FOR ROOF SHEATHING OF < ►v� O O E 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + O a CONNECTION 16" O.C. MAX. O 2x8 w/ (2) 10d NAILS @ TRUSS w/ 4 12d NAILS x x CONNECTION � U � � co STAGGERED INTO TRUSS & (3) 112d EACH VERTICAL x x ` + W W Q w N a 2x BRG WALL, SEE V Z w TOENAILS INTO OTHER SEE WALL CLIP DETAIL Z W z PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN O SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL fJ' O MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. W 2 UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL PER PLAN SHEATHING PER O @ 24" O.C. w/ EXT. r n U.N.O. # NAILING SCHEDULE & U 2x6 #2 SYP P.T. CONT. 2x62 SYP P.T. CONT. � v SHEATHING PER . U w () w () NAILING SCHEDULE & (4) 12d NAILS EACH a W /2 1/4" x 3 1/2" /2 1/4" x 3 1/2" 2x BLOCKING ,• ,.. W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP Z = �.. (2) 2x TOP PLATE TRUSS MEMBER AND BOTTOM CHORDS w � SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY STUDO ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 12- 0 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2 SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD - -- EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL O UNDER GIRDER TRUSS SEE PLAN FOR 11 ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER Q O A_F_i SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALLS01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER tfSO4 HEADER @ POCKET SLIDER z o 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO S INDI CATED ON BEAM STUDS w/ (2) 1/4" X 4'/2" BEAM INTO LONG SPAN A SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN III -rl- --Tj- III II II I w= IIII 16" O.C. MAX.; II II II U o TO GABLE END STUDS w I I II IIII Q w (2) 1/4" X 3'/2" SIMPS. SDS IIII EXT. BEAM PER PLANPT II II II o = 0 I I II IIII I�00 L I11_�i__1L__IL. 0 J� O LAP BEAM PLYS AND _1L --- -------- TO MASONRY w/ 2x6 PT p NN 2 OO NAILS PER PLY u -O `" L FLOOR SYSTEM EXT. BEAM PER PLAN U 12 CUT TO FIT 2x BOTTOM PLATE OPENING SIZE 1 01 BEYOND SEE PLAN HTS20 CLIP FROM SHEATHING DIAGRAM AREXTERIOR SHEATHING SCHEDULE POST TO BEAM 3/4"=1'-0" SHEATHING PER PLAN BLOCKING GYPSUM WALLBOARD - CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS OU c O PER PLAN LEDGER TRUSS PER PLAN a o_ JOINT, MAX. 1/8 GAP -- TO LEDGER _ 2x4 PT LEDGER W/ U .r NAILING PER 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d 0 ��g SCHEDULE O.0 2x FRAME WALL PER NAILS @ 16 O.C. O l ��510 U PLAN ca `../ 2x4 BLOCKING PLACED SEEO HL SIZEOR SEE O.H.SI FOR WOOD/MASONRY Z FLATWISE (2) 16d .H. SIZE WALL OR TRUSS, SEE U) NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @CMU WALL CONDITION @FRAME WALL PLAN(TRusssHowN) ° -- � Q m NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE *F�lTYPICAL SCAB OVERHANGD02 LEDGER @ LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS3/4"=1'-0" 1-1/2"=1'-0" U OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, NAIL PER PLAN TRUSS PLAN FOR 2x4 #2 SPF J 0 PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE US O BLOCKING @ 24 O.C. a DOUBLE TOP PLATE MORE INFO & MORE INFO & U) U ti CONNECTION CONNECTION w/ (2) 16d END NAILSLL SIMPSON SP4 OR SP2 2x BLOCKING W/ (2') (2) 2x TOP PLATE EACH END O W _j" o EACH STUD 12d NAILS EACH END ++ XX z 06 W zWM E @ @ 2x12 BOX HDR w/ 2x8's W ¢ Z N U- � 6 TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL a - O o V z 0 cote PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF O �. ,�_ w z `� y ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. -j J R Z a p FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS w .I Q (n SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF + ++ + + 4 12d NAILS EACH EACH END Z z ►w- w o SEE PLAN FOR NAIL PER PLAN TALLER STUD) w O SEE TRUSS PLAN FOR ROOF SHEATHING OF < ►v� O O E 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + O a CONNECTION 16" O.C. MAX. O 2x8 w/ (2) 10d NAILS @ TRUSS w/ 4 12d NAILS x x CONNECTION � U � � co STAGGERED INTO TRUSS & (3) 112d EACH VERTICAL x x ` + W W Q w N a 2x BRG WALL, SEE V Z w TOENAILS INTO OTHER SEE WALL CLIP DETAIL Z W z PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN O SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL fJ' O MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. W 2 UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLANLINTEL PER PLAN SHEATHING PER O @ 24" O.C. w/ EXT. r n U.N.O. # NAILING SCHEDULE & U 2x6 #2 SYP P.T. CONT. 2x62 SYP P.T. CONT. � v SHEATHING PER . U w () w () NAILING SCHEDULE & (4) 12d NAILS EACH a W /2 1/4" x 3 1/2" /2 1/4" x 3 1/2" 2x BLOCKING ,• ,.. W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH TRUSS MEMBER (TOP Z = �.. (2) 2x TOP PLATE TRUSS MEMBER AND BOTTOM CHORDS w � SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY STUDO ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 12- 0 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2 SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD - -- EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL O UNDER GIRDER TRUSS SEE PLAN FOR 11 ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER Q O A_F_i SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALLS01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER tfSO4 HEADER @ POCKET SLIDER z o 3/4"=1'-0" 3/4"=1'-0" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO S INDI CATED ON BEAM STUDS w/ (2) 1/4" X 4'/2" BEAM INTO LONG SPAN A SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2" SIMPS. SDS EXT. BEAM PER PLANPT POST PER PLAN SCREWS @ 16" O.C. MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER 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 ^ JJ._ SHEATHING PER PLAN PLAN VIEWTOP OF POST @ 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/7 PT POST PER PLAN (2) 1/4" X 4%/z" SIMPS. CONY. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; C 5/8" THREADED ROD w/ TO GABLE END STUDS :0. NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. SDS SCREWS @ 16" FASCIA PER a O.C. MAX.; COMMUNITY SPECS q 'da ii o a ./ � SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR ii '. , PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4' PRE-ENGINEERED _u` 3 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY rCDO CORNER COLUMN FRAMING (S`601 TYPICAL SHED ROOF DETAIL 3/4"=1'-0 w Q �� = W z Z W ~ _0 � �aujJ O 0 000 tC z 04 (0 . m w U O W W cnw a0_ 0 I- F- U LL o: H STRUCTURAL ENG: CFG Q DRAFTING: H z-STRUCT: TNT W._ _.._ _......._....__. 9 QC CHECK CC w JOB No. TM 2153024 SCALE: AS INDICATED ~ DATE: 08-29-2016 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 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 SEE PLAN LINTEL AS PER PLAN ,q LINTEL AS PER PLAN 4 WD. HD. HT. I' SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER ,a ' PLAN F FIN. FLR. 0'-0" ' • - 00 GRADE + �� A_S_0, TYPICAL TWO STORY SECTI 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 WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE - PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS- SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP -SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS CONNECTIONS REQ'D # OF STUDS may. SIMPSON MSTAM36 " DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ o TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER N FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d 0 SEE STANDARD 2-1/4" TITEN SCREWS F�< x1-1/2" 24" O.C. USE 144 x1-1/2" 24" O.C. USE ATTACHED PER ATTACHED PER <s @ ( sy @ ( P Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 yFFr SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFr SP6 @ 2x6 STUDS & O USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) L 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 w — BUILT-UP COLUMN (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE 1/4" X 2-1/4" TAPCONS " OVER TOP PLATE MIN. OVER TOP PLATE MIN. O U INFO. U.N.O. ON PLAN U.N.O. ON PLAN FOR TRUSSES 20" TO "� 3", THEN RUN DOWN 3", THEN RUN DOWN • a " HEADER - SEE 2ND 0 W PRE -ENG. FLOOR 26" DEEP �" FACE OF JAMB STUDS/ HEADER SEE 2ND FACE OF JAMB STUDS/ (IF TITENS ARE NOT IN HEADER " FLOOR PLAN FOR MIN. HEADER FLOOR PLAN FOR MIN. Z 0 SYSTEM - IF NO FLOOR • HEADER SIZE & REQ'D p SYSTEM INSTALL LINTEL COURSE OR �� EXTERIOR SHEATHING HEADER SIZE & REQ'D JAMB STUDS J KNEEWALL & PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING m 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TO SOLID BLOCKING FLOOR TRUSS SEE TO BOT. RIBBON, NAIL U.N.O. ;; FLOOR TRUSS PER STUDS ABOVE PLATE PER PLAN FROM TOP OF WALL UNDER COLUMN PLAN U.N.O. FRAMING PLAN FOR IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. ( ) 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN O ----- SEE DETAIL WS11 FOR IF HEADER IS UPSET BAND JOIST & BLKG BLOCKING BELOW FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL IL OR LVL GIRDER COL. EVEN WITHIN MORE INFO AND WINDOW IS lye BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d = W MASONRY WALL SEE LOWER: (1) 2x SILL FLOOR TRUSS STUD PACK w/ 10d TOENAILS. EXT.*41 NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d � TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN4FT:(1) 2x TOENAILS. EXT. O NO MOISTURE $Q TYPICAL GIRDER COL. CONNECTION Aso TYPICAL GIRDER COL. HIGH BEAM ATTACH SILL w/ (2) 10d SILL PLATE w/ 2 10d HEADER OPENINGS z DBL. TOP PLATE BARRIER (FELT PAPER @ - O LESS THAN 4FT:(1) 2x O �© TOE NAILS AT EA. END TOENAILS. OPENING OR SIM) IS PROVIDED 3/4"=11-0..3/4 -1 -0 SILL PLATE w/ (2) 10d U) 0 d N HDR. PER PLAN04 OF SILL (MAX OPEN'G LARGER THAN 4FT: (2) TOENAILS. OPENING > ®� e/ CV o0 , r61119111r/' WIDTH 4-0"). USE A35 2x SILL PLATE w/A35 (2) 2x SILL AT WINDOW O ��/ ��i' rA 2x STUDS, SEE REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THAN 4FT: (2)�� ® OQ o FRAMING PLAN FOR BUILT-UP COLUMN w/ 2x CRIPPLE STUDS 5 •.••• ••Z / <✓ IV Z � SEE PLAN FOR MORE 2 SIMPSON LSTA18 - OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A35 �� Z. � .� ,� Z O @ AT EA. END NAILED TO ° r SPACING AND GRADE INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x •° ,y.•2 r a U @ O STUD PACK w/ 10d ,t!w Q p AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B PLYWOOD CRIPPLES @ 16" O.C. •� G? ; ..► = W -F TO VERIFY SIZE I A A ( NAILS @ 8 O.C. THEN _ z .� Q a PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D w/ (2) 10d TOENAILS 0° W p SEE FLOOR FRAMING STUDS @ 16 O.C. .. � O 2 = Z T&B PLYWOOD ,v yr -0 Q R INT. FINISH PER PLAN COLUMNS 7 10d NAILS & 4 1/4 T&B ( PLAN FOR FLOOR O O ) ATTACH SILL w/ (2) 10d SHEATHING REQ'D ✓ "` MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF TOE NAILS AT EA. END �i �° .°• �1 m OJ SEPARATE SHEATHING T&B) �� U - PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G ®°•• • � 2x BOTTOM PLATE w/ 3 2 O (2) 12d AT 12" O.C. SCHEDULE ATTACH 2x STUDS W/ O x STUDS 20"- 26' DEEP, USE 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 U) 3/4" FLOOR SHEATHING ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d " OPENINGS GREATER w ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS d V NAILING SCHEDULE 2 -STORY WALL NAILS ! ' CALIFORNIA CORNER A -A (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. ", THAN 6' SECTION FOR MORE `I� STRAPS CENTERED @ (IF TITENS ARE NOT IN / \ O O FLOOR TRUSSES SEE (2) SIMPSON META16 LINTEL COURSE OR � w o PLAN FOR DEPTH AND INFO. ;� FLOOR W/ (14) 10d " 2x TOP & BOT. SIMPSON LSTA30 w/ Z ^ FLOOR TRUSS TO ` NAILS INTO FILLED CELL USE RIBBONS, CONT. (11) 10d TO STUDS a F"-�I a .�f DIRECTION REFER TO MASONRY WALL ` ylz FOUNDATION PLAN 1/4 X 1 3/4 TITENS) �M ABOVE PLATE U.N.O. C U �� d (3) 2x STUD PACK -------- NOTE: ALL FLOOR � � O r- i FOR FTG. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF INFORMATION " \ Fw- O Z III 'Hie` FLUSH W/ FACE OF SCHEDULE NO MOISTURE D- U O I {.._. �... SEE FRAMING PLAN a o MASONRY ATTACHED ATTACH 2x STUDS W/ -- ( FOR FLOOR = a 2 16d NAILS 6 O.C. OR SIM) IS PROVIDEDR CONNECTION U Z PER NAILING _� O @ 4 2x STUDS IF FLOOR SYS. NOT PRESENT PER FLOOR 04 SCHEDULE; PROVIDE O SEE FRAMING PLAN rilillP„ilp,, l 1G 1/8' GAP BETWEEN STANDARD CORNER A -A FOR FLOOR H FRAMING PLAN 2nd FLR STUDS TO BEAR ON � SHEATHING AND CONNECTION Z CMU WALL BELOW PER DETAIL INCDICATED Z V� MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR O SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP U) ( ) BELOW JAMBS BEAM O MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT PLAN SYSTEM IS 1$” TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE M STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO d Q W FT MAX: DRAFT STOPPING MATERIALSLd MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER fiso)�2nd FLOOR CORNER FRAMING ATTACHMENT 0—s-o'kHEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM BE 1/2" GYP BOARD OR 3/4"=1'-0 3/4"=1'-0" 3/4"=1'-0" H 15/32" OR 7/16" OSB. 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 SHEATHING PER PLAN 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS , SEE SCHEDULE, 2x4 #2 SYP BLOCKING @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN FRAMING PLAN FOR CONTINUOUS FROM TOENAILS EACH END AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. TO VERIFY SIZE TO VERIFY SIZE A35 EA. END TRUSSES @ 24" O.C. TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BLOCKING FOR -- 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE Wl 2x BOTTOM PLATE W/ BEARING WALL PER AGAINST TRUSS SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. PLAN W/ (3) 12d NAILS EACH TOENAILS EA. END - 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM END PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN PLATE TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM WALL, STUDS E 16" 16d NAILS; BOTTOM (2) H5 EA. FLOOR RIBBON TO BE PT IF RIBBON TO BE PT IF TRUSS TO DOUBLE SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON BOTTOM PLATE, SLIT CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU FLOOR DECKING TO SEE FOUNDATION (MAX) CONNECTOR CMU SEE TRUSS LAYOUT ACCOMMODATE (2) ROWS 8d NAILS @ FOR HANGER PLAN FOR MORE INFO = SCHEDULE FOR STRAP 1/2" GYP. CLG BD OR - 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ - 3' O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL � SHEATHING TO EA. IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON BOTTOM RIBBON SIMPSON META16 Al CANTILEVER 2x RIBBON OR MASONRY WALL PER - 3 O.C. WALL MASONRY WALL PER - BLOCKING w/ (4) 16d PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD OR (3) 16d TOENAILS SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN ON fisl TWO STORY PARALLEL FLOOR CONNECTION S1 _ TWO STORY PERP. FLOOR CONNECTION fisl, CANTILEVERED FLOOR TRUSS CONNECTION fiSik FLOOR TRUSS TO GIRDER CONNECTION W a z ,Q o CD Uhl LIJ W q r J n a � rn 06W ZF-M� o a rn Vm - Q Zf!)�� U Q Z I- V F - U N W, Z! c Z U) (1) z w o '0 ` r (n Q 00u) 0 I=- 2, w Ll.i cp Z Lu � O O 0 CL wNN < . W �-- (� Q Z Q V O C 0 000 > F - 3/4"=1'-0" \\,% 3/4"=1'4" % NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED gSEE ARCH DWGS FOR w TOPPING INFO IW- 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12 TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR f LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR .e PROVIDE ADEQUATE SIM. END CONDITION WATERPROOFING. NO •L. CONCRTE SLAB LINTEL PER PLAN F. PERMITTED 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" C 0 i L F SD5 CD Uhl W q r J n a � rn 06W ZF-M� o rn Vm - Q Zf!)�� U Q Z I- V F - U N W, Z! c Z J (1) z w o '0 ` r (n Q 00u) 0 I=- 2, w Ll.i cp Z Z Q Z Z LL � O O 0 CL wNN < . W �-- (� Q Z Q V O C 0 000 > F - CV C4 C W m . W - _ LIJ U U) }. Do ) W 0 SD5 Uhl W p� Z 0 = � _ 0. (� Q LLI 000 C4 m O_j LIJ U w }. Do ) W 0 F_ Q. STRUCTURAL ENG: CFG C DRAFTING: -- - ----- ------- -- -STRUCT: TNT QC CHECK CC JOB No. TM- 2153024 SCALE: AS INDICATED DATE: 08-29-2016 SD5 2x BRG WALL W/ 2x BRG WALL W/ EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS (2) 16d w SIMPSON SP2 @TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. Q SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.) ARCHS O.C. - SEE FRAMING SCHEDULE BOTTOM PLATE BLOCK ADJACENT F- Q OR MTS12 MAY BE (2) 12d NAILS @ 12" -0R MTS12 MAY BE PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH w USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF I _rTSCHEDULE DIAGONAL AS SHOWN. FASTEN ROOF (D SHEATHING TO w BLOCKS W/ 8d NAILS @ 6" O.C. N Z (5) 16d NAILS BRACE Z TO BLOCKING 0 PROVIDE 2x4 BRACE U-) 0 - TO EACH ADJACENT UJI of DIAGONAL, FASTEN TO DIAGONAL W/ (2) O � U 16d NAILS z clw IF SHEATHING IS NOT CONNECT TO DOUBLE WINDOW JAMBS USE PLATE 1 1/4" (MIN.) TRUSSES PER PLAN (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS 'SEE SEE ARCHS FOR CONTINUOUS TO BASE TOP PLATE W/ 16d FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D NAILS @ 6" O.C. PLATE, SP8 TOP AND O.S.B. TO OVERLAP m LOW ROOF TRUSS SEE Q INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF a <, BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" 0 WALL BRACING @ 48" TRUSS IS CONT. BRG ^ CONT. #5 IN TIE BEAM (MIN.) CONNECTIONS O.C. MAX. 45° FROM O MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER o ( MASONRY WALL PER HORIZONTAL (+/- 10) LL OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED w ON WOOD USE HGA 2x BEARING WALL 1/4" X 3-1/2" SIMPSON w PLAN PLAN ARCHS 6' FROM EAVES. _ CLIPS @ 24 O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. ILL IO S1 SECTION @ RAISED HEEL TRUSS S1 SECTION @COMBO TRUSS FO WALL SPLICE DETAILS fiFi�SECTION @ OPEN TO ABOVE fiF'1�\BRACING @ 2 STORY FRAME WALL z'® 1/2"=1'-0" 1/2"=1'-0 HANGER BY OTHERS EXTERIOR SHEATHING FROM TOP OF WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL TO BOTTOM OF SILL ROOF LINE EXTERIOR SHEATHING PRE ENGINEERED 2x4 BLOCKING FROM TOP OF WALL 2x BASE PLATE W/ 12d 1/2" GYP. BOARD ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS "-0.C. BELOW W/ (9) 10d TRUSS PER PLAN — NAILS TO EACH STUD SHEATHING PER BETWEEN STUDS W/ (2) 12d TOE NAILS 2nd STORY WALL PER MAX. PER PLAN ATTACH PER NAILING ISIMPSON H2.5 EA: TRUSS SEE FLOOR FRAMING SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16 NAILS AND (5) 1/4"x2 PRE-ENGINEERED DETAIL WF10/D4 EACH END I ATTACH PER NAILING 2x6 #2 SYP CONT: I PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND LEDGER W/ (2) Y4"x3-1/2" I CONNECTED w/ MTS12 TO TRUSS BELOW) „ 3/4 TAPCONS PER SDS WOOD SCREWS @ SCHEDULE 2x4 CONT. W/ (2) 12d - 16" O.C. MAX. & 3" TRUSS ITRUSS. TRUSS SHOP - FROM EA. END - USE (3) TRUSS SIMPSON H10A @ SCREWS FOR 24" O.C. 2x BASE PLATE W/ (2) OR LSTA18STRAP; 3/4" FLOOR SHEATHING CENTER MIN. (4) 16d NAILS TO INAILS I PRE-ENGINEERED LEDGER T..`USE O NIS) SEE LD02/SD4 FOR EACH DIAGONAL 16d 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x8 #2 SYP SILL PLATE 3/4"=1'-0" TRUSS ANCHOR (SEE (2) 2x SYP #2 COLUMNS PLAN I 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3 1/2 MORE INFO. BRACE PLAN) 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND NAILING SCHED., CONT. TO SDS WOOD SCREWS @ OR J -BOLT @ 32" O.C. JL W/ MIN. 7" EMBEDMENT ROOF SHEATHING GIRDER, PROVIDE SUFFICIENT ROOM _ 16" O.C. MAX. & 3" I — 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL FOR GIRDER HANGER 1 1 - FROM EA. END -USE 1 NAILING SCHEDULE 1 ATTACHED PER 2 2x4 #2 SYP PLAN O 2x8 #2 SYP P.T. SILL BELOW ATTACH SHEATHING 2x8 #2 SYP P.T. SILL RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY ALL THREAD ROD NAILING SCHEDULE BLOCKING w/ SIMPSON PLATE w/ 1/2 EPDXY TRUSS. VERIFY W/ I TRUSS TO BOTTOM PLATE PLATE W/ 1/2" EPDXY O.H. COLUMN w/ (4) 1/4" x @ 48" O.C.; SEE 2x4 SYP HUC24-2 EACH END, ANCHOR BOLT OR PER ELEV. 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN W/ 1 ROW 8d NAILS ( ) ANCHOR BOLT OR 2x8 SYP #2 LEDGER W/ 1 1 (2) 2x HEADER SEE — FOUNDATION DET SCREWS BL N BLOCKING w/ SIMPSON USE (4) 10d & (2) 10d J -BOLT W/MIN. 7" MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO 3" O.C. @ J -BOLT W/ MIN. 7" 0 FOR CONNECTION PLAN HUC24-2 EACH END, NAILS. UNDER EMBED. @ 32" O.C. & 3 OPT. TRUSS RECESS LEDGER IDE OFF USE (4) 16d EMBEDMENT @ 32" T ° BASE 1 USE (4) 10d & (2) 10d NAILS. UNDER see PIAN sEE PSA" WINDOW JAMBS ONLY FROM EA.END 1 1 GIIRDEOR E PLANSFOR 2x SPF BASE SHEATHING TO O.C. & 3" FROM EACH 2x4 BOTTOM PLAT WINDOW ATTACHMENT W PLATE OVERLAP BOTTOM END 1 1 1 PRE-ENGINEERED 1 FASTEN ROOF (D SHEATHING TO w BLOCKS W/ 8d NAILS @ 6" O.C. N Z (5) 16d NAILS BRACE Z TO BLOCKING 0 PROVIDE 2x4 BRACE U-) 0 - TO EACH ADJACENT UJI of DIAGONAL, FASTEN TO DIAGONAL W/ (2) O � U 16d NAILS z clw IF SHEATHING IS NOT CONNECT TO DOUBLE WINDOW JAMBS USE PLATE 1 1/4" (MIN.) TRUSSES PER PLAN (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS 'SEE SEE ARCHS FOR CONTINUOUS TO BASE TOP PLATE W/ 16d FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D NAILS @ 6" O.C. PLATE, SP8 TOP AND O.S.B. TO OVERLAP m LOW ROOF TRUSS SEE Q INTERIOR FINISH TRUSS PLAN FOR PLAN CONNECTIONS (IF a <, BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" 0 WALL BRACING @ 48" TRUSS IS CONT. BRG ^ CONT. #5 IN TIE BEAM (MIN.) CONNECTIONS O.C. MAX. 45° FROM O MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER o ( MASONRY WALL PER HORIZONTAL (+/- 10) LL OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER FLOOR WALL W/ BRACE NOT REQUIRED w ON WOOD USE HGA 2x BEARING WALL 1/4" X 3-1/2" SIMPSON w PLAN PLAN ARCHS 6' FROM EAVES. _ CLIPS @ 24 O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. ILL IO S1 SECTION @ RAISED HEEL TRUSS S1 SECTION @COMBO TRUSS FO WALL SPLICE DETAILS fiFi�SECTION @ OPEN TO ABOVE fiF'1�\BRACING @ 2 STORY FRAME WALL z'® 1/2"=1'-0" 1/2"=1'-0 HANGER BY OTHERS EXTERIOR SHEATHING FROM TOP OF WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN NOT USED FOR LOCATION 2x BLOCKING w/ (2) 12d — TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF I I TO BOTTOM OF SILL ROOF LINE EXTERIOR SHEATHING PRE ENGINEERED FROM TOP OF WALL 2x BASE PLATE W/ 12d PLATE ATTACH PER @ 24" O.C. TO FLOOR TRUSSES @ 24" O.C. _ T TRUSS PER PLAN — NAILS TO EACH STUD NAILING SCHEDULE ROOF SHEATHING 2nd STORY WALL PER MAX. PER PLAN ATTACH PER NAILING ISIMPSON H2.5 EA: TRUSS SEE FLOOR FRAMING SCHEDULE ROOF SHEATHING12 PLAN FOR MORE INFO PRE-ENGINEERED TRUSS PER PLAN f ISIMPSON H2.5 EA. I ATTACH PER NAILING 2x6 #2 SYP CONT: I PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ SCHEDULE 2x4 CONT. W/ (2) 12d - 16" O.C. MAX. & 3" TRUSS ITRUSS. TRUSS SHOP - FROM EA. END - USE (3) TRUSS IDRAWINGS- L_ SCREWS FOR 24" O.C. TO EACH STUD FINISH MIN. (4) 16d NAILS TO INAILS I PRE-ENGINEERED LEDGER T..`USE O NIS) CONNECTION DETAIL 16d D04 LEDGER @ LOW ROOF SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH TRUSS PER PLAN 2x8 #2 SYP SILL PLATE 3/4"=1'-0" TRUSS ANCHOR (SEE (2) 2x SYP #2 COLUMNS PLAN I 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3 1/2 2x STUDS SEE PLAN Y2 W/EPDXY ANCHOR PLAN) ON EITHER SIDE OF REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO SDS WOOD SCREWS @ OR J -BOLT @ 32" O.C. JL W/ MIN. 7" EMBEDMENT ROOF SHEATHING GIRDER, PROVIDE SUFFICIENT ROOM _ 16" O.C. MAX. & 3" I — & 6" FROM EACH END BOTTOM OF FLOOR SYSTEM ATTACHED PER FOR GIRDER HANGER 1 1 - FROM EA. END -USE 1 NAILING SCHEDULE 1 I (3) SCREWS FOR 24" I SIMPSON LUS26. USE BELOW FLANGE. ATTACH RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY Z I 1 LEDGER TO EA. TRUSS. VERIFY W/ I TRUSS OIF (2) 2x TOP PLATE -- O.H. COLUMN w/ (4) 1/4" x ITRUSS SHOP 1 PER ELEV. 3-1/2" (8 TOTAL) SIMPSON SDS LEDGER PER PLAN DRAWINGS — 2x8 SYP #2 LEDGER W/ 1 1 (2) 2x HEADER SEE — 11 2x #2 SPF STUDS @ 16" SCREWS 1 UNDER 2ND STORY COLUMN LOCATION. MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING 1 1 0 EACH STUD (AT EACH PLAN & CONNECTIONS FROM TOP OF WALL TO z_ OPT. TRUSS RECESS LEDGER IDE OFF USE (4) 16d T ° 1 Lu NAAILS).T. a 1 1 GIIRDEOR E PLANSFOR 2x SPF BASE _ 1 WINDOW ATTACHMENT W PLATE INFO. IF WALL 1 1 1 PRE-ENGINEERED 1 E WINDOW SEE PLAN - SHEATHING ISN'T CONT NOT USED FOR LOCATION 2x BLOCKING w/ (2) 12d — TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF I I I ROOF LINE EXTERIOR SHEATHING f FROM TOP OF WALL 2x BASE PLATE W/ 12d TO BOTTOM OF SILL @ 24" O.C. TO FLOOR PLATE ATTACH PER _ T SYSTEM BELOW NAILING SCHEDULE NAILS TO EACH STUD 0 ROOF SHEATHING 2nd STORY WALL PER I ATTACH PER NAILING ISIMPSON H2.5 EA: TRUSS SEE FLOOR FRAMING SCHEDULE FOR MORE INFO PLAN FOR MORE INFO PRE-ENGINEERED TRUSS PER PLAN f 1 D 2x6 #2 SYP CONT: 'RECESS LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ - 16" O.C. MAX. & 3" TRUSS ITRUSS. TRUSS SHOP - FROM EA. END - USE (3) w IDRAWINGS- L_ SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ FLOOR TRUSS; SEE MIN. (4) 16d NAILS TO FRAMING PLAN FOR EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T..`USE O NIS) CONNECTION DETAIL 16d D04 LEDGER @ LOW ROOF SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH FOR TRUSS LOCATION 3/4"=1'-0" w NOT USED TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" • ti� ,�ui CN wCO co ' e sCQ U) Ci ey ..1 "". N Z •zz Q C (2) 2x SPF TOP Slek/, ko O zcn 0 J PLATES U.N.O. EL FOR LOCATION 2x BLOCKING w/ (2) 12d — TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF I I I ROOF LINE TRUSSES ARE f PARALLEL TO WALL 2x BASE PLATE W/ 12d ROOF SHEATHING @ 24" O.C. TO FLOOR ATTACHED PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW '^ VJ NAILS TO EACH STUD 0 NAILING SCHEDULE 2nd STORY WALL PER PLYWOOD FLOORING O PLAN SEE FLOOR FRAMING \ FOR MORE INFO PLAN FOR MORE INFO 1 1 1 1 1 1 SEE PLAN FOR \ TRUSS DIRECTION MORE INFO MAX 5" FROM KING STUD &MORE INFO--- --- Q w 1 1 FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR z 0 DIRECTION AND CONNECTION CONNECTION DETAIL SEE TRUSS LAYOUT SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH FOR TRUSS LOCATION MASONRY WALL PER w & CONNECTION INFO PLAN TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" • ti� ,�ui CN wCO co ' e sCQ U) Ci ey ..1 "". N Z •zz Q C (2) 2x SPF TOP Slek/, ko O zcn 0 J PLATES U.N.O. EL 1 SEE FOUND. PLAN FOR FTG. REQ. I I I z (2) 2x HEADER f Z O 1 SEE FLOOR PLAN '^ VJ 1 1 0 D1/2" 1 O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER 1 O U FOR MORE INFO N 1 1 1 1 1 1 1 MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q w 1 1 1 NAILS INTO HEADER IF PORTIONS OF THIS WALL z 0 = �.�.. @)U)KINGS SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER w U) 2x STUDS SEE PLAN BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO �- STUDS ABOVE ARE 1 BOTTOM OF FLOOR SYSTEM 1 1 TO ALIGN W/ STUDS 1 1 0 1 1 BELOW 1 i Z I 1 1 OIF 1 Q 1 1 1 1 B 1 1 1 UNDER 2ND STORY COLUMN LOCATION. 1 o 1 1 0 1 1 z_ 1 1 1 1 Lu a 1 1 �� 2x SPF BASE _ 1 W PLATE 1 1 1 PRE-ENGINEERED 1 E D 1 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM Zw~ (2) 2x SPF TOP U) 1 0 =o a J PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 o 1 2x STUDS SEE PLAN m STUDS ABOVE ARE TO ; 4@B) 1 ALIGN W/ STUDS BELOW � N m 1 oV 1 1 1 1 1 1 1 >-°O _ ' 2x P.T. BASE PLATE w Qcr- SEE BEARING SCHED. 1 1 1 1 FOR A.B. INFO v 1 1 A 1 1 6 �• '00 . '•.. •'�� `�` z o _ '�llli111101�� m LL N w CL/. l I1 V 0 O U Q h� O bO fylCIO � N cli Iw— Z Q r"'+ U o U • LL ZO O 19�tics U Z �/ O Z U) 0 IIL Y a m LI U I- 0 ' 0 �,/, Z a J 0 U- W O Q0 c �o 0 Z 06 Lu Oz H- , E Q zu) -i U Z U p U) — O 0 U) w c co J j U) �Za ~o 0 w =ouiawo 0 _ (n wuio Z < < zz E I— LL 0 0Qd w0 Q w 1— � w (N U V 1 SEE FOUND. PLAN FOR FTG. REQ. I I I z J f Z O '^ VJ 0 D1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR O AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER O U N N MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q w NAILS INTO HEADER IF PORTIONS OF THIS WALL z 0 = �.�.. @)U)KINGS SEE CHART FOR REQUIRED JACKS / # OF STUDS TO MATCH IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER w U) BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO �- BOTTOM OF FLOOR SYSTEM 0 FLOOR TRUSS DOES NOT ALIGN DIRECTLY Z OIF UNDER 2ND STORY COLUMNS, PROVIDE Q SOLID BLOCKING WITHIN FLOOR SYSTEM O 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. o 0 z_ Lu a �� _ W Zw~ U) 0 =o a J o 000 m � N m oV -� O WW 0W >-°O _ w Qcr- v U) STRUCTURAL ENG: CFG Q DRAFTING H Z -STRUCT: TNT QC CHECK: CC 0 JOB No. TM - 2153024 2 SCALE: AS INDICATED ~ DATE: 08-29-2016 SD6 i�. ... _.... -._.._.. .._.,..... .... ,, ..., ,_...... SEE SCHEDULE FOR MAX WIDTH OF LANDING 6" MIN. o _ C? z n, LL z 0 10" MIN. MIN. (3) 2x SYP #2 — 05) STUDS REQ'D @ END OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16d NAILS FROM OF LANDING SHEATHING OVER LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR -- — CONSTRUCTION NOTES - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE STANDARD (3) 2X12 -A., TOENAILS EACH END IF ATTACHING' SYP #2 STRINGERS W/ MASONRY WAL SIMPSON A34 / A35 f CLIP TO FLOOR SYSTEM & LANDINC FRAMING SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE I � SIMPSON A35 ' j CONNECTIONS f MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR @ 116"O CL LANDING MASONRY DGER w/ 3) 16d 13-13 6-6 CROSS SECTION OF BEAM TO LEDGER STRINGERS TO 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 STRINGERS TO BE MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER \ TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD 1 -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN HEIGHT OF STAIRS STANDARD (3) 2X12 MIN. (3) 2x SYP #2 MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) 7r STRINGERS W/ STUDS REQ'D @ END 2x8 8'-0" (2) 2x12 2x6 PENDING LANDING SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) 2x6 4'-0" HEIGHT AND PLAN (3) 2x12 FLOOR SYSTEM 16d NAILS FROM 11`4" (2) 2x12 LAYOUT. HEADER 6'-0" (1) 2x12 (1) 2x8 2x6 LEDGER TO STUD WITHIN SUPPORT ATTACH 2x6 VERTICAL (3) 2x12 2x8 8'-0" WALL COULD BE PACK 2x6 6_0" (1) 2x12 (1) 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE Z Z W FOR REQUIRED ON EACH SIDE AND 9'-0" (2) 2x12 2x8 HEADER AND ONE @ MID -SPAN LINE UP 2xJOIST IN 2x6 5'-0" ASUPPORT (3) 2x12 2x8 91-011 (2) 2x12 2x8 7'4" 8'4" LINE WITH MIDDLE STANDARD (3) 2X122x12 INFORMATION.. A34 @ EA. STRINGER (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'_0" T-0" STRINGER TO BE STRINGERS W/ 64" 6'-0" (2) 2x12 2x8 8'-0" 2x ATTACHED TO 2x6 64 UTILIZED AS BLOCKING SIMPSON A35 / A34 I 9'-0" (1) 2x12 (1) 2x8 ATTACHING TO 6-0, I I I I j MASONRY WALL) CONT I I I CLIP TO FLOOR LEDGER w/ (3) 16d 2x12 STRINGERS ONEI III I NAILS @ 16" O.C. MAX. ON EACH SIDE AND SYSTEM & LANDING TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" 2xJOISTS @LANDING FRAMING O.C. MAX, FOR MASONRY WALL) A35 CONNECTION III I SCHEDULE @ END OF (D @ 16"O.C. W/ SIMPSON LANDING FOR STRINGERS TO --- WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR z A35 OR LUS26 HANGER MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE Is / d. z LL b _ o ON EACH SIDE (2) 2x BEAM PER HEIGHT OF LANDING 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BLk"LT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR - A -A PLAN VIEW an 90 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING 6" MIN. o _ C? z n, LL z 0 10" MIN. MIN. (3) 2x SYP #2 — 05) STUDS REQ'D @ END OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16d NAILS FROM OF LANDING SHEATHING OVER LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR -- — CONSTRUCTION NOTES - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGE STANDARD (3) 2X12 -A., TOENAILS EACH END IF ATTACHING' SYP #2 STRINGERS W/ MASONRY WAL SIMPSON A34 / A35 f CLIP TO FLOOR SYSTEM & LANDINC FRAMING SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE I � SIMPSON A35 ' j CONNECTIONS f MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR @ 116"O CL LANDING MASONRY DGER w/ 3) 16d 13-13 6-6 CROSS SECTION OF BEAM TO LEDGER STRINGERS TO 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 STRINGERS TO BE MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER \ TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD 1 -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TO SLIDE DOWN TO (3) 2x12 2x8 8'-0" (2) 2x12 2x6 PENDING LANDING 12'-0" \ 2x6 4'-0" HEIGHT AND PLAN (3) 2x12 2x8 11`4" (2) 2x12 LAYOUT. HEADER 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" WITHIN SUPPORT ATTACH 2x6 VERTICAL (3) 2x12 2x8 8'-0" WALL COULD BE (2) 2x12 2x6 6_0" (1) 2x12 (1) 2x8 REQUIRED. SEE PLAN 2x12 STRINGERS ONE Z Z W FOR REQUIRED ON EACH SIDE AND 9'-0" (2) 2x12 2x8 HEADER AND ONE @ MID -SPAN A 2x6 5'-0" ASUPPORT (3) 2x12 2x8 91-011 (2) 2x12 2x8 7'4" 8'4" (1) 2x12 (1) 2x8 2x6 INFORMATION.. A34 @ EA. STRINGER (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'_0" T-0" (1) 2x12 (1) 2x8 TO LANDING 64" 6'-0" (2) 2x12 2x8 8'-0" 2x ATTACHED TO 2x6 64 2x JOIST (P.T. IF STRINGER I 9'-0" (1) 2x12 (1) 2x8 ATTACHING TO 6-0, I I I I MASONRY WALL) CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI III I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN I I I I x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER O.C. MAX, FOR MASONRY WALL) A35 CONNECTION III I SCHEDULE @ END OF LANDING FOR STRINGERS TO --- WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TO SLIDE DOWN TO (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6,4; 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 11`4" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" ATTACH 2x6 VERTICAL (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6_0" (1) 2x12 (1) 2x8 2x6 4'-0" Z Z W (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" g _p (1) 2x12 (1) 2x8 2x6 5'-0" EQUALLY SPACED/CENTERED IN (3) 2x12 2x8 91-011 (2) 2x12 2x8 7'4" 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'_0" T-0" (1) 2x12 (1) 2x8 2x6 64" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 64 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6-0, BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 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 rm�l� GEN. STAIR AND LANDING FRAMING DETAILS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 3y" 2 SEE ARCH PLAN 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 2x6 VERTICAL @ 6-10 @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL VERTICAL LOCATIONS). NOTCH SILL PLATE 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) w Q z 0 Lu 0 W LU of 0 N z O H Z 00 w = F - LO 0- W O C) 2 LIJ Z ❑ J_ m O - J w w Lu H � ILL O coz w N rJ ®�N a � 00 o z Z •. •°° trjy .� C, d W -� ct° dcn <C 0 Z Q O • } Q o° •. m LL w Intl J - \ O O U � z O Cf�6 ch Q N C6 0 Lu ci 0_ OU 0 a 0 O ��StiCs� o z d Q L w 0 U (n 0 Z Q L7 (AU ILL Lu _5 O-' may 0 J 06 w z uj E z 0 LL, rn 8 U Z U pQcn�w O vOiwz�cn J J (n �zwo w w = Q 000)s U) 0 I= w ui o _ Z < < ZO E O LL 0 0 ¢ a W Q UN Q N z J < Z 0 o F- ~ 2 U Q W W Z = W U) a 2 fm rn KNEEWALL FOR VERTICALz — NOTCH SILL AND PLYWOOD FLOORING Q O — 2x L -BRACE W/ 12d TO ALLOW VERTICAL 2x4 SILL PLATE W/ (2) x 10d NAILS @ 4" O.C. ___ (NOTCHED @ 2x6 p U 2x6 VERTICAL AND TO SLIDE DOWN TO TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN- VERTICAL LOCATIONS). I 2x6 VERTICAL AND L -BRACE @ 6'4" O.C. & @ ANY OPENING TRUSS SEE PLAN ATTACH 2x4 TO TRUSS W/ (2) %"0" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS Q z Llip W � = � STRUCTURAL ENG CFG DRAFTING: STRUCT: TNT QC CHECK: CC NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & ANY OPENING FACE OF TRUSS z 3:@ 2x4 CONT. TOP PLATE = Q 11 ATTACH 2x6 VERTICAL (ATTACH TOP PLATE uJ 0) DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4' x 3" 3 1 /2if TO STUDS W/ (2) 16d TOE NAILS z Q Z Z W 0 SECTION X -X N.T.S. SDS WOOD SCREWS U) 0 CL -� EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ „ t- - N Q LV 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 O.C. EVERY OTHER LL 0 ATTACH TOP PLATE TO xP9 ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE O O 0 STUDS 2/ (2) 16d TOE ' STUDS W/(2)16d TOE 32" I ATTACHED TO TRUSS 0 NAILS NAILS BELOW (OTHERWISE Lu 2 W w 2x4 #2 SPF STUDS @ SEE ARCH PLAN I ATTACH W/ (2) 12d z �r C4 m 24" O.C. W/ (2) 12d MAX. 4'4" ABOVE FLOOR TOENAILS @ BOTTOM) TOENAILS BOTTOM 2x4 #2 SPF STUDS @ I p F— 0 W X X I 2x4 SILL PLATE W/ (2) V SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR ( 16d TOE NAIL EA. (0 Lli 0 0 FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO O 0 W � Q 2 ACCOMMODATE 2 I CONT. BRACE & 10d 2x4 #2 SPF SILL PLATE W/ (2) 10d NAILS @ 4" NOTCH SILL AND PLYWOOD FLOORING 2x4 SILL PLATE W/ (2) x 10d NAILS @ 4" O.C. ___ (NOTCHED @ 2x6 NAILS @ 4" O.C. TO FLOOR SHEATHING U O.C. (2) SIMPSON LSTA24 STRAP 1 EA. SIDE OF STUD) EVERY 48" O.C. FLOOR BEAM CONDITION FLOOR BEAM SEE PLAN TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN- VERTICAL LOCATIONS). I 2x6 VERTICAL AND L -BRACE @ 6'4" O.C. & @ ANY OPENING TRUSS SEE PLAN ATTACH 2x4 TO TRUSS W/ (2) %"0" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS Q z Llip W � = � STRUCTURAL ENG CFG DRAFTING: STRUCT: TNT QC CHECK: CC JOB No. TM -2153024 SCALE: AS INDICATED TRUSS TO OUTSIDE DATE: 08-29-2016 FACE OF TRUSS HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" N.T.S. ST1 RECORD COPY ##16-2683 3e,(, CeD CJk�c