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HomeMy WebLinkAbout208 Big Spring Ter 15-1895 (new sfh) (a)THORNBROOK 40's - r. JUN 0 g 20 gq,y I GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO 2010 F.B.C. RESIDENTIAL CODE NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESSES ' ARE TO BE CONSIDERED "NOMINAL DIMEN51ON5" LOT 118 THORNBROOKE 40 s OCCUPANCY AND CCN5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTION: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE " GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION MANCHF,q._TFR 21,38 FLFVM 1E SHALL ALSO BE PROTECTED BY NOT 1E55 THAN 1/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT EXTERIOR FIN15HE5: • JOB NUMBER 25002.168 • THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.G. RE5IDENTIAL CODE 8103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 118 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE5IDENTIAL CODE R103.6.2 AND A5TM C 1063, PROVIDE BOND ISSUED 05-12-15 RA E RIGHT BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103,6.3 REVISED GA G 5TUCCO CONTROL JOINTS: ��� ills I I ,.". STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. W AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN '`°jO•••• ✓ a, TAYLOR MORRISON 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 EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES SHALL BE CONSIDERED AS lob..• ' . CONTROL JOINTS. '® oa EGRE55: -0 " •� a EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW � ^� 4. MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. •••" FLA5HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AN A ROOF OPENINGS. .PIRE D AROUND D R PE5. G 2. APPROVED CORRO61ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION 1N SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNITY SPECIFIC 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 CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (8103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION H N INSTRUCTIONS SHALL BE PROVIDE[)FO BY THE MANUFACTURER R EACH WINDOW. CW. DAVIS BEWSDESIGN GROVP MONO FOOTING, ALUMINUM OVER 2x6 SUB FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 150 AMP 5ERVICE/PANEL BOX, 6-6 DOOR5 THROUGHOUT, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 05-12-15 CREATED LOT 5PECIFIC PLAN FOR LOT 110 IN THORNBROOKE 40'5 ELEVATION "C" GARAGE BR E E RIGHT UJ/ PLAN OPTION5 INCLUDING: CALIFORNIA COUNTERTOP, LANAI, VENT HOOD COV 1- 1 2A1 GENERAL NOTES INDEX SPECIFICATIONS / / R PLAN SLAV INTERFACE - MAIN FLOOR PLAN NOTES.. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR6`NOT LE55 THAN 13/8" IN THICKNESS, 50LID GORE IS.CJ OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13!8" THICK, OR 20 MINUTE FIRE RATED DOORS: FLOOD ZONE REQUIREMENT5: x m w C To j� 11 - 2B1 /� UPPER FLOOR PLAN NOTES 0 J 150 STATE STP E.E'r FAST o1'°sMnR, fl'o1�laA ��n 813.92.5.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM OUT5IDE AND (6) PRE -WIRE CEILING FAN. 0000) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. �I N "! LST. 1994 F� >=jM V2 - UPPER FLOOR PLAN DIMENSIONS L. In ��,�• 0 0 �� n �C 1 NTE RIO R E LEVAI INTERIOR o�Co C� NSECTION, -E X11 V' L N Oi O _ �++N z��° 3 C 1 - EXTERIOR FIN15HE5: • JOB NUMBER 25002.168 • THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.G. RE5IDENTIAL CODE 8103.6.1 AND A5TM 0926. INSTALLATION OF CAD FILE NAME LOT 118 EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RE5IDENTIAL CODE R103.6.2 AND A5TM C 1063, PROVIDE BOND ISSUED 05-12-15 RA E RIGHT BREAK IN ACCORDANCE WITH 2010 F.B.C. RESIDENTIAL CODE R103,6.3 REVISED GA G 5TUCCO CONTROL JOINTS: ��� ills I I ,.". STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 S.F. W AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS, DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN '`°jO•••• ✓ a, TAYLOR MORRISON 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 EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOORFRAMES SHALL BE CONSIDERED AS lob..• ' . CONTROL JOINTS. '® oa EGRE55: -0 " •� a EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW � ^� 4. MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. •••" FLA5HING: 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AN A ROOF OPENINGS. .PIRE D AROUND D R PE5. G 2. APPROVED CORRO61ON-RE516TANT FLASHING SHALL BE APPLIED SHINGLE FASHION 1N SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE COMMUNITY SPECIFIC 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 CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER (8103.8). STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WINDOW IN5TALLATION: WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION H N INSTRUCTIONS SHALL BE PROVIDE[)FO BY THE MANUFACTURER R EACH WINDOW. CW. DAVIS BEWSDESIGN GROVP MONO FOOTING, ALUMINUM OVER 2x6 SUB FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 150 AMP 5ERVICE/PANEL BOX, 6-6 DOOR5 THROUGHOUT, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. 05-12-15 CREATED LOT 5PECIFIC PLAN FOR LOT 110 IN THORNBROOKE 40'5 ELEVATION "C" GARAGE BR E E RIGHT UJ/ PLAN OPTION5 INCLUDING: CALIFORNIA COUNTERTOP, LANAI, VENT HOOD COV 1- 1 2A1 GENERAL NOTES INDEX SPECIFICATIONS / / R PLAN SLAV INTERFACE - MAIN FLOOR PLAN NOTES.. DWELLING / GARAGE OPENING5: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOOR6`NOT LE55 THAN 13/8" IN THICKNESS, 50LID GORE IS.CJ OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13!8" THICK, OR 20 MINUTE FIRE RATED DOORS: FLOOD ZONE REQUIREMENT5: j� 11 - 2B1 /� UPPER FLOOR PLAN NOTES 1, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905,2.6 AND 89052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 150 STATE STP E.E'r FAST o1'°sMnR, fl'o1�laA ��n 813.92.5.1300 TEL 813.925.1800 FAX WWW.DAVISBEWS.COM OUT5IDE AND (6) PRE -WIRE CEILING FAN. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:l2) U TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12)- TWO LAYERS OF UNDERLAYM NT TAMPA • 17EN\/F:k LST. 1994 F� ""' '/4V"3 REV. 01-23-2015 (TMH) SANF'ORD O�f'A F1TN��� ZAZ - MAIN FLOOR PLAN DIMENSIONS A5PHALT SHINGLES (IF APPLICABLE) j� 11 - 2B1 /� UPPER FLOOR PLAN NOTES 1, WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905,2.6 AND 89052.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:l2) U TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12)- TWO LAYERS OF UNDERLAYM NT V2 - UPPER FLOOR PLAN DIMENSIONS COMPLYING WITH ASTM q 226, TYPE 108 TYPE II, ASTM p 4869,1YPE I OR TYPE II OR ASTM p 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. �C 1 NTE RIO R E LEVAI INTERIOR T C� NSECTION, DETA L S/TAIR S DETAILS CHIMNEY HEIGHT REQUIREMENTS: WHEN STANDARD OR OPTIONAL WOOD -BURNING FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" NIGHER THAN THE ROOF OR RIDGE THAT IS 10' 0" AWAY OR CLOSER. O 3 C 1 - FRONT ELEVATION TUB AND 5HOWER AREAS: 3C 2 - IDE ELEVATIONS ROOF PLAN, BUILDING S EC -1 ION S / CEMENT, FIBER -CEMENT, OR GLA65 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 01325, OR GII18 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 W 3C3 - FLASHING DETAILS TERMITE PROTECTION .; 4A -MAIN CTRI C FLOOR ELECTRICAL AL PLAN I. PENETRATION.P ROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, O AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4 d R V - UPPER FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RI5ER5 FOR SPRAY NEAD5; AND ROOF 0 DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL WHETHER BY UNDERGROUND PIPING TAIL EXTENSIONS OR SPLASH 5LOGK5. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 RECORD COPY PLAN SET AT THE TIME OF APPLICATION FOR PERMIT, 2, MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT GON5TRUCTION, 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 GIDE 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 COMPLIANCE A MIN. "26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4, FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND REVIEWED FOR CODE INSTALLATION INSTRUCTIONS SHALL AL50 CONFORM TO THE MANUFACTURER'S PIANS XAMINER 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN a-' t.. _ DATE ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST 5Y5TEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE SANFORD BUILDING DIVISION EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE: 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL 00 BE CONSTRUED TO BEAD WITH THE WORK AND NOT AS A PERMIT ISSUED TO PROCEED LICENSE BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, C RAWL,SPACE, AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OR OTHER AREAS INSIDE THE BUILDING. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. mm) FOR EACH 90 DEGREE (1,6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. CONSTRUCTION OR VIOLATIONS OF THIS CODE EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFAGTURER'5 INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FA 1 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS COMPACTION TEST 11THI5 DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED B005TER FAN." REQUIRED Q 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS 1N ACCORDANCE WITH Results to be �erVerifiedAMCA STANDARD 550 iN FBG. at Slab Inspection ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, ■•�•-�......�1�.....�■• AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR INNOTE5, • DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION 2138 BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REV1510N5. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE • PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE: ""' '/4V"3 REV. 01-23-2015 (TMH) SANF'ORD O�f'A F1TN��� TC ELEVATION 14'-0" 16' m" • x m w co co c a' cA I3'-m"x3-m" A/GI PAD (5EE MECH. CONTRACTOR I z IFOR LOC.) I G.G. VERIFY L - J ACRYLIC ON LANAI ELEVATION (-) m'-4" REVI cm (� 0 1 1/2" REGE55 FOR 5.G.D. >'=JM cn V L �coU 4" P.V.G. 0 0 co J 'o 1 � Oro� p p4- H.B_ . ELEVATION 14'-0" 16' m" • x m w co EST. 1994 Lo U rO Lo a' cA I3'-m"x3-m" A/GI PAD (5EE MECH. CONTRACTOR I z IFOR LOC.) I G.G. VERIFY L - J ACRYLIC ON LANAI ELEVATION (-) m'-4" REVI cm (� 1 1/2" REGE55 FOR 5.G.D. >'=JM V L �coU 4" P.V.G. 0 0 co J 'o 1 � Oro� p 3/4" P.V.C. �z,� op, CONDENSATION u, 0 DRAIN BY PLUMBER 4 0 ZrLet m ✓:,'. N TILE 5EAr ABY. — — — `�' 5HOWER RECE55 2' m" _ AIR HANDLER REFERENCE LINES FROM,I, ELEVATION / UPPER FLOOR- :zi .x & WALL OPT. I I OPT. LWA5HER J LDRYER J— 2 $ �� 4 P.V.G. I �� ^ `^ o —I— 51NK '- 2'-1" 18'-9" 4'-8" a > PROVIDE WATER LINE FOR ICE MAKER 3/4" RECE55 3, - Inti \ FOR ENTRY DR. M M W.P. 5'•0" 31_8" 8" 2'-8" 2'4" 2'-91/2" 3'-5 0" 9' m" 50 GAL. W.H 8" ELEVATION f) m'-4" PAVERS. � I _ � a � o i I I I - i ---------G-JJ------ ----------4----=--- i ------GJ.------ I`-8" i i I I I � r I I ELEVATION I (-) m'-6" LEADWALK /AA PAVER DRIVE / 362 301-011 .(" G.C: VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE 5CALE: 1/4" - 1' m" ****** GARAGE RIGHT • x m w co EST. 1994 Lo U rO Lo a' ISSUED 05-12-15 60 co REVI cm (� >'=JM V L �coU 0 0 co J 'o � Oro� p E �z,� op, t �}�N 0to f0 0 4 0 ZrLet .(" G.C: VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE 5CALE: 1/4" - 1' m" ****** GARAGE RIGHT JOB NUMBER 25002.168 P DAVIS BEWS DESIGN GROVP co EST. 1994 CAD FILE NAME LOT 118 a' ISSUED 05-12-15 REVI r .� ✓:,'. .(" G.C: VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE 5CALE: 1/4" - 1' m" ****** GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU ASMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA P DENVER. EST. 1994 .(" G.C: VERIFY THAT DECO DRAIN SLAB INTERFACE PLAN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE 5CALE: 1/4" - 1' m" ****** GARAGE RIGHT F — — - -I I3' -0"x3-0" A/CI PAD (SEE MECH. (CONTRACTOR I I BOTTOM OF LINTEL BOTTOM OF LINTEL (FOR LOC.) I AT V-0" A.F.F. LANAI AT 8'-0" AFF, REFER TO 5HEET 2A2 ( 16'-0"x8'-0" G.C. VERIFY I FOR MAIN FLOOR 3 - 2b 5H. i T.OM. 9'-4', PLT. HT. AGRYLIG PLAN DIMEN510N5 HD: AT 84" I 9 4 ON LANAI * EGRE55 8-0x8-0 TEMP. 56D, 7�'-4` 2 5TORY CLG. H.B. /2.5TORY VOLUME 7 MASTER SUITE 13'-10"x12'-10" FAMILY ROOM 9'-4" FLAT CLG. 14'-6"x16,-0•, 2 -STORY VOLUME FLAT HEADER AT 8'-0" u o _ 2.8xb-8 z ry U M. gBATH 2 4xb a r — — — — — — BFD ' cLG. I d. cAr I a W.c. DINING ROOM TEMP GL. ENOL OPENING 14'-6"x10'-0" 9'-4" FLAT CLG. ON 42" H. LOW WALL TO UNDER I I " Q STAIRS SEE TU5/6HOWER z DRYER TILE IS" H. TILE I STAIR DATA; N d DETAILS SHOWER SEAT 18 R15ER6 AT _ .,._.�.xo Cr " H. I 138" EACH KNEE 36 HANSEN F 15H. � r 1 VENT _ — J 10.00" TREAD5 WALL COUNTERTOP BOX OPT.— —I I OPT. R/5 W WASHER DRYER . --N x o 42" N --�� —� ----- N oo LOW WALL /� -----. —1- UTILLAPRHANDLER = OO 9'-4" FROM � ft - FLAT 0 FLAT CLGR FLOOR T " / I SINK 0 a Lu \ I Off . W/ p15P I o O n Q 2-8xb-8 CLG. - / ARCHFROM n O / V-0" To 8'-8" KITCHEN W VENT Hoop / 9'-4" FLAT CLG. O TO EXTERIOR PWDR 91-4 CLG. o.HL. 5 5H. HATCHING LEGEND I FLUSH FRAME TEXTURED FOAM TO FURRING �1�' INSULATE F INSULATE WALL 0 BANDING ITYP.J I WALLS INSULATE W.N. (5EE ELEVATION) I INSULATE WALLS 1 ABV. 7 LINE OF 5ECONp 0 I ENTRY / FLOOR ABV. 50 GAL. W.H. FLAT HEADER I 9'-4" PLT. HT. AT V-0" A.FF, PAVERS L T.OM. — — — L 54"x22" 9'-4.. — —1 ATTIC ACCE55 AFF. NOTE: ALL INTERIOR GARAGE ANGLED WALL5 20'-0"x20,_0>, FLAT HEADER ARE AT 45° (UN.OJ LINE OF AT 8'-0" A.F.F.9'-4 PLT. HT. DRY5TACK LEDGE5TONE LINE OFGARAGE DOOR IN OPEN P051TION r-- ----------------- o N I I LINE OF o DRYSTAGK B. REFER TO SHEET 2A2 LEDGE5TONE I I u FOR MAIN FLOOR (TYP.) Ib -0x1-0 O.H. GARAGE DOOR I PLAN DIMENSIONS T.O.M. PAVER DRIVE / LEADWALK 9'-4" A.F.F. 'r"� LINE OF 4131)2 DRY5TACK LEDGE5TONE w�\_DING (TYP ) SANP�7 MAIN FLOOR PLAN NOTES- 6CALE: 1/4" = 1411 GARAGE RIGHT .2138 , TYPICAL MASONRY x Rt rel y DAVIS BEWS WINDOW SCHEDULE Cm 0 too Odor; N00) C9 >' CO 10 00 2 J'Q r- 0 O caco jL` p ._:� X N � � �+ IP O��n Z��a JOB NUMBER 25002.168 WINDOW WIDTHS LOT 118 OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 2011 21" 31" 5311 Cn WINDOW CALL -OUTS Z 26" 12 5H 1/2 32 5H 22 5H 32 5H W = 39" 13 5H 1/2 33 5H 23 5N 33 5H .7 ., J ZO e ei �✓ae ee' �i p 51" 14 5H 1/2 34 5H 24 5H 34 5H i. z 6311 15 5H 1/2 35 5H 25 5H 35 5H F --i Z 12" 16 5H 1 /2 36 5H 26 5H 36 5H G.C. VERIFY MA5ONRY OPENINGS FOR ALL WINDOW5, Lu W WINDOW 5IZE5 AND IN57ALLATION MAY VARY PER MANUFACTURE 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) cLG. I d. cAr I a W.c. 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NOTE: ALL INTERIOR GARAGE ANGLED WALL5 20'-0"x20,_0>, FLAT HEADER ARE AT 45° (UN.OJ LINE OF AT 8'-0" A.F.F.9'-4 PLT. HT. DRY5TACK LEDGE5TONE LINE OFGARAGE DOOR IN OPEN P051TION r-- ----------------- o N I I LINE OF o DRYSTAGK B. REFER TO SHEET 2A2 LEDGE5TONE I I u FOR MAIN FLOOR (TYP.) Ib -0x1-0 O.H. GARAGE DOOR I PLAN DIMENSIONS T.O.M. PAVER DRIVE / LEADWALK 9'-4" A.F.F. 'r"� LINE OF 4131)2 DRY5TACK LEDGE5TONE w�\_DING (TYP ) SANP�7 MAIN FLOOR PLAN NOTES- 6CALE: 1/4" = 1411 GARAGE RIGHT .2138 , x Rt rel y DAVIS BEWS Cm 0 too Odor; N00) C9 >' CO 10 00 2 J'Q r- 0 O caco jL` p ._:� X N � � �+ IP O��n Z��a JOB NUMBER 25002.168 CAD F1LE NAME LOT 118 OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX cLG. I d. cAr I a W.c. DINING ROOM TEMP GL. ENOL OPENING 14'-6"x10'-0" 9'-4" FLAT CLG. ON 42" H. LOW WALL TO UNDER I I " Q STAIRS SEE TU5/6HOWER z DRYER TILE IS" H. TILE I STAIR DATA; N d DETAILS SHOWER SEAT 18 R15ER6 AT _ .,._.�.xo Cr " H. I 138" EACH KNEE 36 HANSEN F 15H. � r 1 VENT _ — J 10.00" TREAD5 WALL COUNTERTOP BOX OPT.— —I I OPT. R/5 W WASHER DRYER . --N x o 42" N --�� —� ----- N oo LOW WALL /� -----. —1- UTILLAPRHANDLER = OO 9'-4" FROM � ft - FLAT 0 FLAT CLGR FLOOR T " / I SINK 0 a Lu \ I Off . W/ p15P I o O n Q 2-8xb-8 CLG. - / ARCHFROM n O / V-0" To 8'-8" KITCHEN W VENT Hoop / 9'-4" FLAT CLG. O TO EXTERIOR PWDR 91-4 CLG. o.HL. 5 5H. HATCHING LEGEND I FLUSH FRAME TEXTURED FOAM TO FURRING �1�' INSULATE F INSULATE WALL 0 BANDING ITYP.J I WALLS INSULATE W.N. (5EE ELEVATION) I INSULATE WALLS 1 ABV. 7 LINE OF 5ECONp 0 I ENTRY / FLOOR ABV. 50 GAL. W.H. FLAT HEADER I 9'-4" PLT. HT. AT V-0" A.FF, PAVERS L T.OM. — — — L 54"x22" 9'-4.. — —1 ATTIC ACCE55 AFF. NOTE: ALL INTERIOR GARAGE ANGLED WALL5 20'-0"x20,_0>, FLAT HEADER ARE AT 45° (UN.OJ LINE OF AT 8'-0" A.F.F.9'-4 PLT. HT. DRY5TACK LEDGE5TONE LINE OFGARAGE DOOR IN OPEN P051TION r-- ----------------- o N I I LINE OF o DRYSTAGK B. REFER TO SHEET 2A2 LEDGE5TONE I I u FOR MAIN FLOOR (TYP.) Ib -0x1-0 O.H. GARAGE DOOR I PLAN DIMENSIONS T.O.M. PAVER DRIVE / LEADWALK 9'-4" A.F.F. 'r"� LINE OF 4131)2 DRY5TACK LEDGE5TONE w�\_DING (TYP ) SANP�7 MAIN FLOOR PLAN NOTES- 6CALE: 1/4" = 1411 GARAGE RIGHT .2138 , rel y DAVIS BEWS DESIGN GROVP JOB NUMBER 25002.168 CAD F1LE NAME LOT 118 OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX WWW.DAVISBEW&C.OM ISSUED 05-12-15 REVISED CD • ; ., ZO e ei �✓ae ee' �i r ee .� se go q i. cLG. I d. cAr I a W.c. DINING ROOM TEMP GL. ENOL OPENING 14'-6"x10'-0" 9'-4" FLAT CLG. ON 42" H. LOW WALL TO UNDER I I " Q STAIRS SEE TU5/6HOWER z DRYER TILE IS" H. TILE I STAIR DATA; N d DETAILS SHOWER SEAT 18 R15ER6 AT _ .,._.�.xo Cr " H. I 138" EACH KNEE 36 HANSEN F 15H. � r 1 VENT _ — J 10.00" TREAD5 WALL COUNTERTOP BOX OPT.— —I I OPT. R/5 W WASHER DRYER . --N x o 42" N --�� —� ----- N oo LOW WALL /� -----. —1- UTILLAPRHANDLER = OO 9'-4" FROM � ft - FLAT 0 FLAT CLGR FLOOR T " / I SINK 0 a Lu \ I Off . W/ p15P I o O n Q 2-8xb-8 CLG. - / ARCHFROM n O / V-0" To 8'-8" KITCHEN W VENT Hoop / 9'-4" FLAT CLG. O TO EXTERIOR PWDR 91-4 CLG. o.HL. 5 5H. HATCHING LEGEND I FLUSH FRAME TEXTURED FOAM TO FURRING �1�' INSULATE F INSULATE WALL 0 BANDING ITYP.J I WALLS INSULATE W.N. (5EE ELEVATION) I INSULATE WALLS 1 ABV. 7 LINE OF 5ECONp 0 I ENTRY / FLOOR ABV. 50 GAL. W.H. FLAT HEADER I 9'-4" PLT. HT. AT V-0" A.FF, PAVERS L T.OM. — — — L 54"x22" 9'-4.. — —1 ATTIC ACCE55 AFF. NOTE: ALL INTERIOR GARAGE ANGLED WALL5 20'-0"x20,_0>, FLAT HEADER ARE AT 45° (UN.OJ LINE OF AT 8'-0" A.F.F.9'-4 PLT. HT. DRY5TACK LEDGE5TONE LINE OFGARAGE DOOR IN OPEN P051TION r-- ----------------- o N I I LINE OF o DRYSTAGK B. REFER TO SHEET 2A2 LEDGE5TONE I I u FOR MAIN FLOOR (TYP.) Ib -0x1-0 O.H. GARAGE DOOR I PLAN DIMENSIONS T.O.M. PAVER DRIVE / LEADWALK 9'-4" A.F.F. 'r"� LINE OF 4131)2 DRY5TACK LEDGE5TONE w�\_DING (TYP ) SANP�7 MAIN FLOOR PLAN NOTES- 6CALE: 1/4" = 1411 GARAGE RIGHT .2138 , rel y DAVIS BEWS DESIGN GROVP Iso srATE sTRi=.i=:-r >=.AST OLDSMAR, FLORIDA 34677 813. 925 . 1300 TEL 813.925.1800 FAX WWW.DAVISBEW&C.OM TAMPA • DENVER. �_� EST. 1994 cLG. I d. cAr I a W.c. DINING ROOM TEMP GL. ENOL OPENING 14'-6"x10'-0" 9'-4" FLAT CLG. ON 42" H. LOW WALL TO UNDER I I " Q STAIRS SEE TU5/6HOWER z DRYER TILE IS" H. TILE I STAIR DATA; N d DETAILS SHOWER SEAT 18 R15ER6 AT _ .,._.�.xo Cr " H. I 138" EACH KNEE 36 HANSEN F 15H. � r 1 VENT _ — J 10.00" TREAD5 WALL COUNTERTOP BOX OPT.— —I I OPT. R/5 W WASHER DRYER . --N x o 42" N --�� —� ----- N oo LOW WALL /� -----. —1- UTILLAPRHANDLER = OO 9'-4" FROM � ft - FLAT 0 FLAT CLGR FLOOR T " / I SINK 0 a Lu \ I Off . W/ p15P I o O n Q 2-8xb-8 CLG. - / ARCHFROM n O / V-0" To 8'-8" KITCHEN W VENT Hoop / 9'-4" FLAT CLG. O TO EXTERIOR PWDR 91-4 CLG. o.HL. 5 5H. HATCHING LEGEND I FLUSH FRAME TEXTURED FOAM TO FURRING �1�' INSULATE F INSULATE WALL 0 BANDING ITYP.J I WALLS INSULATE W.N. (5EE ELEVATION) I INSULATE WALLS 1 ABV. 7 LINE OF 5ECONp 0 I ENTRY / FLOOR ABV. 50 GAL. W.H. FLAT HEADER I 9'-4" PLT. HT. AT V-0" A.FF, PAVERS L T.OM. — — — L 54"x22" 9'-4.. — —1 ATTIC ACCE55 AFF. NOTE: ALL INTERIOR GARAGE ANGLED WALL5 20'-0"x20,_0>, FLAT HEADER ARE AT 45° (UN.OJ LINE OF AT 8'-0" A.F.F.9'-4 PLT. HT. DRY5TACK LEDGE5TONE LINE OFGARAGE DOOR IN OPEN P051TION r-- ----------------- o N I I LINE OF o DRYSTAGK B. REFER TO SHEET 2A2 LEDGE5TONE I I u FOR MAIN FLOOR (TYP.) Ib -0x1-0 O.H. GARAGE DOOR I PLAN DIMENSIONS T.O.M. PAVER DRIVE / LEADWALK 9'-4" A.F.F. 'r"� LINE OF 4131)2 DRY5TACK LEDGE5TONE w�\_DING (TYP ) SANP�7 MAIN FLOOR PLAN NOTES- 6CALE: 1/4" = 1411 GARAGE RIGHT .2138 , 1 MAIN FLOOR PLAN DIMENSIONS GARAGE RIGHT K ro w I'-4" 13'-411 II.411 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL. 813.925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 ro ISSUED 05-12-15 0 REVISED — — — XN% eo ® N 2a�M r ., '. SII QII QII QII C7 V CJ m d .7 LANAI � c LL 020 J V � o cq 'Eio�C �r �rn L _ _.. J cA L �}IN (y I I T Z�L7 12'-011 I 5'-101, 8'-2" M.O. MASTER SUITE M FAMILY ROOM C 5'011 21811 7'2"L 115'2" :d. N M. 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AT T-81 BEDROC 11'-10"x10' 9'-0 FLAT v } N 7 BpAT//�H 2 W r J -0 Q CLG. �a TUB/ SHOWER 1 PROVIDE PAN AND DRAIN UNDER A.N,U, L ---J 24 N. A/C PLATFORM TUB/ SHOWER u BATH 3 91.011 CLG, y m TILE CPT. 2-4x6-8 BEDROOM 11'-0"x11'-6 9'-0" FLAT LU1 AT '.All 813.92.5.1300 TEL Lu 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • T>WKW R INJ 42" N. LOW WALL LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. PLAN DIMEN51ON5 ve AA 3C2 °1 B UPPER FLOOR PLAN NOTES GARAGE RIGHT Ll TYPICAL WOOD FRAME I WINDOW SCHEDULE 2x4 2x WINDOW WIDTHS 1 3050 5H, 0 FRAME FRAM) 2411 2 - 4050 F.G: 1 ND. AT 7' 8" i WALL WALL HD. AT T-811 * EGRE55 -OUTS 00 a aq Q V ABV. 2ND F.F. FLUSH FRAME 6>:=.J . ( 2011 TO FURRING ISIS F.G. 2015 F.G. 3018 F.G. 4018 F.G. BELOW I� /' o� n cl I I 4op Z U) _ 24" OL,D.SMAR, FL.OR@A 34677 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 3 OPEN TO BELOW 9' mll FLUSH FRAME ?11 I CLG. 0 TO FURRING 1530 5H 2030 5H 3030 5H BELOW 55— 813.92.5.1300 TEL Lu 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • T>WKW R INJ 42" N. LOW WALL LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. PLAN DIMEN51ON5 ve AA 3C2 °1 B UPPER FLOOR PLAN NOTES GARAGE RIGHT TYPICAL WOOD FRAME x l0 w. WINDOW SCHEDULE C0 WINDOW WIDTHS 0 2011 2411 3611 ,48" N0) N WINDOW CALL -OUTS 00 a aq Q V >•;JM �. L. 6>:=.J . ( 2011 �J�o ISIS F.G. 2015 F.G. 3018 F.G. 4018 F.G. W DESIGN GROVP /' o� n 4op Z U) _ 24" OL,D.SMAR, FL.OR@A 34677 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 3 J 6 0 36" 1530 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1540 5H 2040 5N 3040 5H 4040 5H z 60" �s 1850 5H 2050 5H 3050 5H 4050 5H 72" 1860 5H 2060 5H 3060 5H 4060 5H 0 G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOIJ5, ui � WINDOW 51ZE5 ANP IN5TALLATION MAY VARY PER 8 MANUFACTURE 5PECIFICATION5. 0 Z 0 REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED 151NGLE HUNG -5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) 813.92.5.1300 TEL Lu 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • T>WKW R INJ 42" N. LOW WALL LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. PLAN DIMEN51ON5 ve AA 3C2 °1 B UPPER FLOOR PLAN NOTES GARAGE RIGHT x l0 w. CAD FILE NAME LOT 118 C0 0 0 �° N00) W N0) N oc 0 N a) , " 00 a aq Q V >•;JM �. L. 6>:=.J . 00 �J�o '54 O C o DESIGN GROVP /' o� n 4op Z U) 150 STATE STREET EAST OL,D.SMAR, FL.OR@A 34677 813.92.5.1300 TEL Lu 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • T>WKW R INJ 42" N. LOW WALL LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. PLAN DIMEN51ON5 ve AA 3C2 °1 B UPPER FLOOR PLAN NOTES GARAGE RIGHT JOB NUMBER 25002.167 CAD FILE NAME LOT 118 ISSUED 05-12-15 REVISED ,111111111// 00 a aq Q %* of 1;11 _QFaY Cyd' DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OL,D.SMAR, FL.OR@A 34677 813.92.5.1300 TEL Lu 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • T>WKW R INJ 42" N. LOW WALL LOFT 14'-10"x10'-6" 9'-0" FLAT CLG. PLAN DIMEN51ON5 ve AA 3C2 °1 B UPPER FLOOR PLAN NOTES GARAGE RIGHT WIIVI/ /W AIC: "ri I:IC:IJ ON OPENING BELOUJ 301 011 I ` JOB NUMBER 25002.168 CAD FILE NAME LOT 118 81-111 ISSUED 05-12-15 REVISED sA�w . � C3• z ct• 12' 2° r 2' SII 15'-211 o I BEDROOM 2 :v m e DAVIS BEWS O DESIGN GROUP 6'-2" I 5'-2" I 3'-611 15' 2" 150 STATE STPLEE1- EAST BATH 2 L - — 813. 25�i 00 TEL 813 . 925.1800 FAX W W W.DAVISBEWS.COM Fri TAMPA • DELIVER —� EST. 1994 `" c6 M I LOFT (,i) L �r CD Ym N BATH 3 o oz T BEDROOM 3 11'-4" � 2'-8" I _ 4'-411 111-811 BEDROOM 4 f 00 N L——J-------- 5'-101' I 5' 10" 12'-21' 3' 6 1 11'-8" 2'-811 301-011 I I M 110 I I J I REFER TO SHEET 261 FOR UPPER FLOOR 2138 PLAN NOTES -------------- ----------- --1 - a0iw,,G RT�n�`, 15 - 1 8 5 UPPER FLOOR PLAN DIMENSIONS GARAGE RIGHT x ro w C U too o Nti N ON�M N a> r `" >=.JM LL a�a0 000 0c 0 ELL ` ,� =-m. 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TOP SCALE: I/z" : I'•0° F uNpER-STA►R PRoTECTIoNSTAIR SECTION 5ED ACCE561BLE SPACE UNDER 5TAIR5 5HALL- 0 WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT SCALE: 1/4" --t-O" CTED ON THE ENCLOSED SIDE W/ 1/2 INGN GYPSUM PER RE C. 2515 RESIDENTIAL CODE 8352.1 S�P PLAN DETAILS- GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU)M AR, FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. JOB NUMBER 25002.168 ° CAD FILE NAME LOT 118 GRASPABLE LOW WALL ur. ISSUED 05-12-15 REV�1,_r_111L� O BE HEAD CLEARANCE - FLOOR .I % f ., L4• ca W is ° m• 00 � Q a. GG 11 TREADS AT 10.00" EACH CALI. TOP SCALE: I/z" : I'•0° F uNpER-STA►R PRoTECTIoNSTAIR SECTION 5ED ACCE561BLE SPACE UNDER 5TAIR5 5HALL- 0 WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT SCALE: 1/4" --t-O" CTED ON THE ENCLOSED SIDE W/ 1/2 INGN GYPSUM PER RE C. 2515 RESIDENTIAL CODE 8352.1 S�P PLAN DETAILS- GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OU)M AR, FLORIDA 34677 813. 925. 1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 r_--.�- 11 TREADS AT 10.00" EACH CALI. TOP SCALE: I/z" : I'•0° F uNpER-STA►R PRoTECTIoNSTAIR SECTION 5ED ACCE561BLE SPACE UNDER 5TAIR5 5HALL- 0 WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT SCALE: 1/4" --t-O" CTED ON THE ENCLOSED SIDE W/ 1/2 INGN GYPSUM PER RE C. 2515 RESIDENTIAL CODE 8352.1 S�P PLAN DETAILS- GARAGE RIGHT 36" H, CONTINUOUS 42" H. GRASPABLE LOW WALL ur. 3/4" PLYWD, RAILING DECKING LINE OF 6'4'MIN. BEAM O BE HEAD CLEARANCE - FLOOR FLOOR SYSTEM � SYSTEM \ SHIM A5 W \ 2x STRINGERS 1' O" 1555" T (TYR) 42" H. LOW WALL O Q SD °= � � �! I" NOSING I—.--' LINE I N � (TYP) I" CA51NG 2x 5TUD5 (PER 0 DOOR FOREGROUND i i x n. BASE PLAN) CABINET 1/16 058. 2x TREADS AND BACKINCz 0 Ix RISERS (TYP.) J I I , I/2" DRYWALL i W (n 11 TREADS AT 10.00" EACH CALI. TOP SCALE: I/z" : I'•0° F uNpER-STA►R PRoTECTIoNSTAIR SECTION 5ED ACCE561BLE SPACE UNDER 5TAIR5 5HALL- 0 WALLS, UNDER -STAIR 5URFACE AND ANY SOFFIT SCALE: 1/4" --t-O" CTED ON THE ENCLOSED SIDE W/ 1/2 INGN GYPSUM PER RE C. 2515 RESIDENTIAL CODE 8352.1 S�P PLAN DETAILS- GARAGE RIGHT 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAI5ED SAND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 LF J, OF ALL RAISED TEXTURED FIN15H BANDING a AND SAND FIN15HED KEY5TONE5 (WHERE Lill APPLICABLE) IF THICKNESS 15 TO BE LIA DIFFERENT IT WILL BE CALLED OUT AT VS Ck SPKrIPlr K;:YNIOTF (-.Al I -(')IIT IFNI Fa THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.6.1 AND 3/4" ASTM 6926. IN5TALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.G. RE5IDENTIAL CODE 8103.62. AND ASTM G 1063. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" CLEAR OPENING HEIGHTS �c IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C. 2010 RE5IDENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDE[), SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE5IDENTIAL CODE 8612.3 12 /HINGLE 12 6ROOF Q6 SHINGLE ROOF G.C. VERIFY 12 ALUMINUM OVER 811 BANDING ab 2x6 5UB-FA5CIA (TYPICAL) PLT. HT, PLT. HT. • • x 0 w • JOB NUMBER 25002.168 • 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 . 925 . 1300 TF.L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER CAD FILE NAME LOT 118 U r0 Lo 0 h� Jdo III/�_Gxt D.N �. (. d , —' >>JM a. r 1Lul Z O a n O J � 0 r 0 01 c0 z E 0.i � �+ 0 o ZZ20 •I 12 /HINGLE 12 6ROOF Q6 SHINGLE ROOF G.C. VERIFY 12 ALUMINUM OVER 811 BANDING ab 2x6 5UB-FA5CIA (TYPICAL) PLT. HT, PLT. HT. DAVIS BEWS DESIGN GROVP • JOB NUMBER 25002.168 • 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 . 925 . 1300 TF.L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER CAD FILE NAME LOT 118 ISSUED 05-12-15 III/�_Gxt a. r 1Lul Z oA 0 r z •I 12 /HINGLE 12 6ROOF Q6 SHINGLE ROOF G.C. VERIFY 12 ALUMINUM OVER 811 BANDING ab 2x6 5UB-FA5CIA (TYPICAL) PLT. HT, PLT. HT. 1'-4" W. x 5' 0" H. STUCCO STUCCO 41' BANDING DECORATIVE FIN15H FIN15H (TYP.) FIXED 5HUTTER5 7 EQ. EQ. I'-4" W. x 5'-0" H. DECORATIVE oil SHINGLE FIXED 5HUTTER5 ■.. * ROOF Q 6 4" BANDING CD (TYP.) a, SECOND FF. LINE SHINGLE 12ROOF4.. BANDI 6� _ SECOND F.F. LINE d- NG. - T.O.M.. _ T.O.M. W 24" W. x 2'--6'1 N. DECORATIVE CORBEL SET BOTT, OF M (SEE DETAIL) (TYP.) DECORATIVE BAND AT T.O.M. 8.. SANDING FIXED 5HUTTER5 8" BANDING 6" BANDING = DECORATIVE CORBEL - (SEE DETAIL) (TYP.) ❑ TEXTURED FOAM - TEXTURED O �� �,- BANDING ((TYP.)❑F]❑❑❑El❑FINISH (SEE DETAIL) e 6" BANDING DRYSTACK DRY5TACK 0 LED5E5TONE_ LEDGESTONE (TYPJ❑❑❑❑D❑❑ __�OL: (TYP.) V) lk MAIN FF. LINE _ _ _ - _ -. _ MAIN FF. LINE lk© 4.. BANDING GRADE LINE COPYRIGHT 2014, TAYLOR MORR15ON (ASSUMED) FRONT ELEVATION_ SCALE: 1/4" : I411 X15-.1895 ELEVATION "C" GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 . 925 . 1300 TF.L 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 c-�, 1'-4" W. x 5' 0" H. STUCCO STUCCO 41' BANDING DECORATIVE FIN15H FIN15H (TYP.) FIXED 5HUTTER5 7 EQ. EQ. I'-4" W. x 5'-0" H. DECORATIVE oil SHINGLE FIXED 5HUTTER5 ■.. * ROOF Q 6 4" BANDING CD (TYP.) a, SECOND FF. LINE SHINGLE 12ROOF4.. BANDI 6� _ SECOND F.F. LINE d- NG. - T.O.M.. _ T.O.M. W 24" W. x 2'--6'1 N. DECORATIVE CORBEL SET BOTT, OF M (SEE DETAIL) (TYP.) DECORATIVE BAND AT T.O.M. 8.. SANDING FIXED 5HUTTER5 8" BANDING 6" BANDING = DECORATIVE CORBEL - (SEE DETAIL) (TYP.) ❑ TEXTURED FOAM - TEXTURED O �� �,- BANDING ((TYP.)❑F]❑❑❑El❑FINISH (SEE DETAIL) e 6" BANDING DRYSTACK DRY5TACK 0 LED5E5TONE_ LEDGESTONE (TYPJ❑❑❑❑D❑❑ __�OL: (TYP.) V) lk MAIN FF. LINE _ _ _ - _ -. _ MAIN FF. LINE lk© 4.. BANDING GRADE LINE COPYRIGHT 2014, TAYLOR MORR15ON (ASSUMED) FRONT ELEVATION_ SCALE: 1/4" : I411 X15-.1895 ELEVATION "C" GARAGE RIGHT 1 11 1 11 I _ LANAI ROOF VENT REQUIREMENTS G.G. VERIFY THAT 30.12 SQ. IN. OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS N�i --------- - REFER TO COV( REQUIRED, PER MANUFACTURER'S GENERAL NOTE SPECIFICATIONS OF NET FREEAREA PER VENT.ROOFING UNDEF REQUIREMENTS 4=12PITCHES 4:12 A� L 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL SHOUTS THE TYPICAL THICKNE55 LL- A OF ALL RAISED TEXTURED FIN15H BANDING AND 5AND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT Lu 5PECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATIO1 To BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE_ SCALE: 3" - 1'-0 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 REFER TO COVER SHEET GENERAL NOTES FOR 12 ROOFING UNDERLAYMENT 6� 12 REQUIREMENTS FOR ROOF Q6 GIRDER PITCHES 4:12 AND UNDER ROOF TRUSSES TRUSS 6 IT AT 24° O.C.- (TYPICAL) D ❑❑ R. 3 LOFT'/2-5TORY ROOF TRUSSES M VOLUME AT 24" O.G. ❑ ❑ ❑ ❑ aO 124 (TYPICAL) FLOOR SYSTEM -- BEAM BEAM GONG ------------------ I i -------- -------- 1 I I HINGLE I U Loo I �0 pp CAD FILE NAME LOT 1.18 ya �e 0 DININGISSUED UPPER ROOF i 6:12 Y/ .ONMM N yL VENT REQUIREMENTS REVISED ..%%lllle11le11 i '— Lo 0 Q L G.C. VERIFY THAT 305.66 5Q. IN. 0 0 0 n Q 0 00 OF VENTILATION THROUGH UPPER 3�EU. I L 0cq .— OL 6:12 i . era P. 2/3 OF ROOF 15 ACQUIRED. i 0 z -G2 Ilk— sliie:s -„� ao = �- :� a VERIFY QUANTITY OF ROOF VENTS 1 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT, I I I �Q I I 6:12 l SADDLE � :12 - - ----- --- 1 1 Lu 6:12 -- I I I i J I I L--------_— I N i 1 1 I I 1 i 6� GARAGE ROOF i -'- n VENT REQUIREMENTS i oc G.C. VERIFY THAT 91.68 SQ, IN. I OF VENTILATION THROUGH UPPER I i o 2/3 OF ROOF 15 ACQUIRED. o VERIFY QUANTITY OF ROOF VENTS VERIFY �------------- -------------- REQUIRED, PER MANUFACTURER'S ]-.Oil 6PECIFICATION5 OF NET FREE AREA PER VENT. OVERHANG VE AA AT HIP (U.N.O.) ROOF PLAN 5CALE: 1/8" = 1'-0" 11/2" THICK 5AND FIN15H KEYSTONE (IF APPLICABLE) RAISED 5AND FIN15H TEXTURED BANDING NOTE: z THI5 DETAIL SHOUTS THE TYPICAL THICKNE55 LL- A OF ALL RAISED TEXTURED FIN15H BANDING AND 5AND FINISHED KEYSTONES (WHERE > APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT Lu 5PECIFIC KEYNOTE CALL -OUT THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATIO1 To BE PER 2010 F.B.C. RESIDENTIAL CODE R103.6.1 AND 3/4" A5TM C926. INSTALLATION OF EXTERIOR LATHING AND THICK FRAMING APPLICATION REQUIREMENTS TO BE PER 2010 F.B.C. RESIDENTIAL CODE 8103.62. AND A5TM C 1063, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE_ SCALE: 3" - 1'-0 CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.B.C. 2010 RE51DENTIAL CODE 86122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C. 2010 RE51DENTIAL CODE 8612.3 REFER TO COVER SHEET GENERAL NOTES FOR 12 ROOFING UNDERLAYMENT 6� 12 REQUIREMENTS FOR ROOF Q6 GIRDER PITCHES 4:12 AND UNDER ROOF TRUSSES TRUSS 6 IT AT 24° O.C.- (TYPICAL) D ❑❑ R. 3 LOFT'/2-5TORY ROOF TRUSSES M VOLUME AT 24" O.G. ❑ ❑ ❑ ❑ aO 124 (TYPICAL) FLOOR SYSTEM -- BEAM BEAM GONG KIT. ❑ ❑LINTEL • x HINGLE C U Loo �0 pp CAD FILE NAME LOT 1.18 , 0 DININGISSUED '0AA `,,� Y/ .ONMM N yL REVISED ..%%lllle11le11 M Lo 0 Q L 0 0 0 n Q 0 00 3�EU. L 0cq .— . era P. •° *a 0 z -G2 Ilk— sliie:s -„� ao KIT. ❑ ❑LINTEL 12 a DAVIS BEWS DESIGN GROVP HINGLE 9 JOB NUMBER 25002.168 • --t FAMILY ROOM GARAGE v' bn 9 pp CAD FILE NAME LOT 1.18 0 DININGISSUED DollNAI 05-12-15 REVISED ..%%lllle11le11 . era P. � •° SECTION AA04 Ilk— sliie:s -„� ao :� a SCALE: 1/8" - I'-0" ••o� •v� 12 12 a6 6� SHINGLE 12 6 ROOF 7 PLT. HT. / PLT. NT. 0 -TEMP. /STUCCO FIN15H 6' 12 / 8 SHINGLE SECOND F.F. LINE 4D _ rR00F� SECOND F.F. LINE T.OM. T.O.M. ^ v crm cri RED eD TEXTURED _ FINISZin H a DRY5TACK l7 _ _ LEDGESTONE TEMP - MAIN F.F. LINE - - MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = I'-0" REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF i PITCHES 4:*AND UNDER 6 12 � 126 SHINGLE ROOF PLT, HT. PLT. Wt O z /5TUCCO0 CIO r F.G. F.G. FINI5N7 * ZIP 4� D SECOND FF. L NE 4 _ SECOND FF, LINE V) T.OM. _ T.OM. Z �♦ TEXTURED _ TEXTURED FINISH FINISH ;� MAIN FF. LINE _ _ TEMP� " [ j I " 11.1 . MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION ' SCALE: 1/8" _ 1'-0" SHING�ROLE OF 6 12/S 12 a DAVIS BEWS DESIGN GROVP HINGLE 150 STATE STR.EEf EAST OUXMAR, FLORIDA 34677 813. 925.1300 TEL 813. 925.1800 FAX W W W DAVISBEW&COM TAMPA • DENVER. EST. 1994 ��- - MAIN F.F. LINE - - MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = I'-0" REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERLAYMENT REQUIREMENTS FOR ROOF i PITCHES 4:*AND UNDER 6 12 � 126 SHINGLE ROOF PLT, HT. PLT. Wt O z /5TUCCO0 CIO r F.G. F.G. FINI5N7 * ZIP 4� D SECOND FF. L NE 4 _ SECOND FF, LINE V) T.OM. _ T.OM. Z �♦ TEXTURED _ TEXTURED FINISH FINISH ;� MAIN FF. LINE _ _ TEMP� " [ j I " 11.1 . MAIN F.F. LINE GRADE LINE (ASSUMED) REAR ELEVATION ' SCALE: 1/8" _ 1'-0" SHING�ROLE OF 6 12/S 12 HINGLE Q6 12 ROOF7 ' 6 /` PLT. HT_ _ _ _ PLT. HT, PLT, HT. STUCCO J FIN15H /5TUCCO * FIN15H /SHINGLE 8„ SECOND F.F. LINE _ _ • _ 800E SECOND FF. LINE g�� a4 SECOND FF. LINE T.O.M. _ T.OM. T.OM. - 2138 m 21 -011TEXTURED /TEXTURED `A DRYSTACK TTP EDFINISW rSANFCOIRD TITLE 11 -1 LEDGESTONE RETURN FINISW, SIDES AND REAR ELEVATIONS (TYP.) AT SIDES / 6' ROOF PLAN MAIN FF. LINE - (UN.O.) MAIN FF. LINE MAIN FF. LINE BUILDING SECTION _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ ____ DETAILS GRADE LINE _ (ASSUMED) V.• RIGHT ELEVATION SHEET • 11 SCALE: 1/8" - 1'_0' ELEVATION C3 C2 GARAGE RIGHT L4. 2x6, FASCIA CON'T'RACT rw VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL HEADER I v2°THICK SAND FIN15H KEYSTONc A TYPICAL WINDOW & SLIDING GLASS (F APPLICABLE) TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FFLASHING DETAIL ADFI DOOR Z FLASHING DETAI L 5ANp FNISH N.T.S. N.T.S. N.T.S. TEXTURED BANDING 1541 P•'kL I" ry x ro w T CAD FILE NAME LOT 118 3 TAB 25 YR SHINGLE: ON 15# FELT OVER 0 ro N 0 TIE-�IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHINGu- N� MM 2 N ISSUED 05-12-15 SCHEDULE ROOF OVER PRE—ENGINEERED •w M N W .'— oc us REVl err ROOF TRUSSES 0 24" O.C. ^ L 6°`ALM CORNERS THROUGH �� , LASHING 0 0 ro= n � Imo_ 12�. .W,_....... HURRICANE STRAP PER o�C0 RESISTIVE BARRIER & ••�®®•• ` • ®• .f® e IiLroc) PITCHROOF FRAMING PLAN AS PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE r o ;: �m `0 �• • • • 0 •• .�- C! ep hB H ELEV. Z - 't ALLOW FOR FLASHING INSTALLATION LLI.- • 50# FELT OVER 2x6, FASCIA CON'T'RACT rw VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL HEADER I v2°THICK SAND FIN15H KEYSTONc A TYPICAL WINDOW & SLIDING GLASS (F APPLICABLE) TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FFLASHING DETAIL ADFI DOOR Z FLASHING DETAI L 5ANp FNISH N.T.S. N.T.S. N.T.S. TEXTURED BANDING 1541 P•'kL I" ry JOB NUMBER 25002.168 T CAD FILE NAME LOT 118 3 TAB 25 YR SHINGLE: ON 15# FELT OVER �y N x ROOF SHEATHING SPECIFIED ON NAILING TIE-�IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHINGu- LA ISSUED 05-12-15 SCHEDULE ROOF OVER PRE—ENGINEERED oc us REVl err ROOF TRUSSES 0 24" O.C. ^ CORNERS THROUGH �� , LASHING FLASHING TO FORM WATER SHEDDING LAPS `��Ty� -- FOLD UP WEATHER Imo_ 12�. .W,_....... HURRICANE STRAP PER � RESISTIVE BARRIER & ••�®®•• ` • ®• .f® e ¢"w e� � O PITCHROOF FRAMING PLAN AS PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE �• • • • 0 •• .�- C! ep hB H ELEV. WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION LLI.- • 50# FELT OVER •` �"-21F u METAL FLASHING 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN wl Q -4 TAPE—ILL PLATE 5"x5" METAL FLASHING 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING ®��! •• e•w• �® 44 BRG. HGT. .,.:.... _ .. ....:. — — ----�• SHINGLE ROOF PER METALCONTRACT 18'"x18" . w TAR BETWEEN FLASHING AND SHINGLES • �' ALUM. DRIP EDGE FLASHING SHINGLEPER 2x6, FASCIA CON'T'RACT rw VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL HEADER I v2°THICK SAND FIN15H KEYSTONc A TYPICAL WINDOW & SLIDING GLASS (F APPLICABLE) TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FFLASHING DETAIL ADFI DOOR Z FLASHING DETAI L 5ANp FNISH N.T.S. N.T.S. N.T.S. TEXTURED BANDING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE lo¢ �R 3/4" WEATHER RESISTIVE THICK BARRIER AZ� F - FLASHING SILL PLATE �Fz (SEE DETAIL B ���TYP. CROSS-SECTION OF RAISED 2 ` FOR OPTIONS). --_ " DO NOT FLASHTEXTURED FINISH BANDING AND / (� G,�`, OVER BOTTOM NAILING FLANGE �� 6" 5"X5" METAL FLASHING OR SAND FINISH KEYSTONE 0 w TAR BETWEEN HEAD FLASHING TIE-IN CORNER PATCH FLASHI G AN SHINGL 5CALE:3" I4" INSTRUCTIONS: RUN KICKOUT FLASHING 6" NOTES: 0 2 PAST EDGE OF ROOF II 1. OUT, FOLD UP &TEMPORARILY O ROOF PER PLAN SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. BARRIER ABOVE HEADER TO 6 WIDE) FLASHING ALLOW FOR FLASHING, INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW __:._ FLASHING 2. INSTALL. HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTES. 3. FOLD WEATHER RESISTIVE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING AND SEAL WITH PAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. 6" WIDE) SHEATHING PER PLAN INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL �--1 2 N 3. MECHANICALLY FASTEN AS NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL O N.T.S. 5 7/S" STUCCO THICKNESS 2010 EBRC SECTION 703.8 4APE AGK LATH0 P RB EXTERIOR WALLS SHALL `PROVIDE "I"HE BUiUDNG WITH A WEATHER RESI STAN I EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL... BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF OPTION -A WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A 'WATER— RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD ' SHALL_ BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTAL..LATION INSTRUCTIONS. FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU FLASHING ASPHALT SATURATE[) LIT fRE- FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14POUNDS PER 100 S QUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM Q WOODEN 226NOR OTHER APPROVED WEAIHER--RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4, SUCHTSI 2 METAL OR PLASTIC EXPAN510N JOINT SIDING FELT OR MATERIAL SI -.ALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS J SILL PLATE OCCUR, FELT SHALL.... BE I.....APPE-_D NOT LESS THAN 6 INCHES (152 mm). 1" FROM TOP OF CMU SEE NOTE 1. _. _ APPROVED CORROSION [ ESI a LIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WA1ER IN1U THL WALL. 4Y ... _,� - - �-. .7 I ., ._ _ .., � _ _ T - F F T T MALL SHEATHING CAVITY OR PENETRATION OF WATER 10 TI IE QTR (_- f URAL_ FRAMING COMPONENTS. THE FLASHING SI TALL EXTEND 0 THE SURFACE 0 HE EXTERIOR WALL FINISH AND a ( - EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF COATI COATING GEMENTIous SHALL BE INSTALLED T..:� PREVENT WATER FROM REENTERING. THE E E NOTES: THE FOLLOWING LOCAPON` : coATlNcovERGMu 1. FLASHING TO BE FLEXIBLE. SELF-ADHESIVE TYPE (MIN. 6" WIDE) z. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS 1HAN 1 1/8 INCHES (2.81mm) OVER IHE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NO -l" REQUIRE , r NOTE: -NUMBERS INDICATE ORDER ITEMS SHOULD BE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. IN5TALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 2138 COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL PLATE �.. :mm . �_, �W .. r.�.,ww , N.T.S. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS A.1_ .I A(.,H 1 O A WALL- OR F- L..(.)OR ASSEMBLY OF WOOD --FRAME CONSTRUCTION. PER M.C.D. ENGINEERING SCALE: 3" - r-0° SANFoRo 6. AT WALL AND ROOF INTERSECTION... 7. AT BUILT—IN GUTTERS. ry (ASSEMBLED T 150 STATE STREET EAST 0UXMAR, FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>E7,4VEP WINDOW �y N x WEATHER FOLD UP WEATHERz TIE-�IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHINGu- LA MECHANICALLY FASTEN RESISTIVE RESISTIVE BARRIER 8c oc AS NECESSARY IN BARRIER TEMPORARILY SECURE 1. INTEGRATI_ INSTALLATION OF WEATHER RESISTIVE BARRIER WITH CORNERS THROUGH �� , LASHING FLASHING TO FORM WATER SHEDDING LAPS `��Ty� -- FOLD UP WEATHER w � RESISTIVE BARRIER & 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO TEMPORARILY SECURE tS a WEATHER EXTERIOR ALLOW FOR FLASHING INSTALLATION RESISTIVE SHEATHINGS�S BARRIER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER WALL PER PLAN TAPE—ILL PLATE 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE lo¢ �R 3/4" WEATHER RESISTIVE THICK BARRIER AZ� F - FLASHING SILL PLATE �Fz (SEE DETAIL B ���TYP. CROSS-SECTION OF RAISED 2 ` FOR OPTIONS). --_ " DO NOT FLASHTEXTURED FINISH BANDING AND / (� G,�`, OVER BOTTOM NAILING FLANGE �� 6" 5"X5" METAL FLASHING OR SAND FINISH KEYSTONE 0 w TAR BETWEEN HEAD FLASHING TIE-IN CORNER PATCH FLASHI G AN SHINGL 5CALE:3" I4" INSTRUCTIONS: RUN KICKOUT FLASHING 6" NOTES: 0 2 PAST EDGE OF ROOF II 1. OUT, FOLD UP &TEMPORARILY O ROOF PER PLAN SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. BARRIER ABOVE HEADER TO 6 WIDE) FLASHING ALLOW FOR FLASHING, INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW __:._ FLASHING 2. INSTALL. HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTES. 3. FOLD WEATHER RESISTIVE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING AND SEAL WITH PAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. 6" WIDE) SHEATHING PER PLAN INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL �--1 2 N 3. MECHANICALLY FASTEN AS NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL O N.T.S. 5 7/S" STUCCO THICKNESS 2010 EBRC SECTION 703.8 4APE AGK LATH0 P RB EXTERIOR WALLS SHALL `PROVIDE "I"HE BUiUDNG WITH A WEATHER RESI STAN I EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL... BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF OPTION -A WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A 'WATER— RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD ' SHALL_ BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTAL..LATION INSTRUCTIONS. FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU FLASHING ASPHALT SATURATE[) LIT fRE- FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14POUNDS PER 100 S QUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM Q WOODEN 226NOR OTHER APPROVED WEAIHER--RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4, SUCHTSI 2 METAL OR PLASTIC EXPAN510N JOINT SIDING FELT OR MATERIAL SI -.ALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS J SILL PLATE OCCUR, FELT SHALL.... BE I.....APPE-_D NOT LESS THAN 6 INCHES (152 mm). 1" FROM TOP OF CMU SEE NOTE 1. _. _ APPROVED CORROSION [ ESI a LIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WA1ER IN1U THL WALL. 4Y ... _,� - - �-. .7 I ., ._ _ .., � _ _ T - F F T T MALL SHEATHING CAVITY OR PENETRATION OF WATER 10 TI IE QTR (_- f URAL_ FRAMING COMPONENTS. THE FLASHING SI TALL EXTEND 0 THE SURFACE 0 HE EXTERIOR WALL FINISH AND a ( - EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF COATI COATING GEMENTIous SHALL BE INSTALLED T..:� PREVENT WATER FROM REENTERING. THE E E NOTES: THE FOLLOWING LOCAPON` : coATlNcovERGMu 1. FLASHING TO BE FLEXIBLE. SELF-ADHESIVE TYPE (MIN. 6" WIDE) z. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS 1HAN 1 1/8 INCHES (2.81mm) OVER IHE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NO -l" REQUIRE , r NOTE: -NUMBERS INDICATE ORDER ITEMS SHOULD BE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. IN5TALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 2138 COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL PLATE �.. :mm . �_, �W .. r.�.,ww , N.T.S. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS A.1_ .I A(.,H 1 O A WALL- OR F- L..(.)OR ASSEMBLY OF WOOD --FRAME CONSTRUCTION. PER M.C.D. ENGINEERING SCALE: 3" - r-0° SANFoRo 6. AT WALL AND ROOF INTERSECTION... 7. AT BUILT—IN GUTTERS. ry (ASSEMBLED T 150 STATE STREET EAST 0UXMAR, FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>E7,4VEP WINDOW �y s x LA 2 AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE lo¢ �R 3/4" WEATHER RESISTIVE THICK BARRIER AZ� F - FLASHING SILL PLATE �Fz (SEE DETAIL B ���TYP. CROSS-SECTION OF RAISED 2 ` FOR OPTIONS). --_ " DO NOT FLASHTEXTURED FINISH BANDING AND / (� G,�`, OVER BOTTOM NAILING FLANGE �� 6" 5"X5" METAL FLASHING OR SAND FINISH KEYSTONE 0 w TAR BETWEEN HEAD FLASHING TIE-IN CORNER PATCH FLASHI G AN SHINGL 5CALE:3" I4" INSTRUCTIONS: RUN KICKOUT FLASHING 6" NOTES: 0 2 PAST EDGE OF ROOF II 1. OUT, FOLD UP &TEMPORARILY O ROOF PER PLAN SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. BARRIER ABOVE HEADER TO 6 WIDE) FLASHING ALLOW FOR FLASHING, INSTALLATION 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW __:._ FLASHING 2. INSTALL. HEAD FLASHING UNDER SILL PLATE WEATHER RESISTIVE BARRIER NOTES. 3. FOLD WEATHER RESISTIVE 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBER'S BARRIER BACK OVER HEAD 4. INSTALL FLASHING AND WEATHER RESISTIVE 1 FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE FLASHING AND SEAL WITH PAPE BARRIER TO FORM WATER SHEDDING LAPS (MIN. 6" WIDE) SHEATHING PER PLAN INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL ROOF TO WALL FLASHING DETAIL �--1 2 N 3. MECHANICALLY FASTEN AS NECESSARY N.T.S. PLAN VIEW 3 15" FELT DRAINAGE PLANE TYPICAL WINDOW FLASHING DETAIL N.T.S. TYPICAL SLIDING GLASS DOOR FLASHING DETAIL O N.T.S. 5 7/S" STUCCO THICKNESS 2010 EBRC SECTION 703.8 4APE AGK LATH0 P RB EXTERIOR WALLS SHALL `PROVIDE "I"HE BUiUDNG WITH A WEATHER RESI STAN I EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION 8703.8, FBRC. THE EXTERIOR WALL ENVELOPE SHALL... BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF OPTION -A WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A 'WATER— RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.7. ALL EXTERIOR FINISHES I MEMBRANE STRIP COVERING WOOD ' SHALL_ BE APLIED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS OR INSTAL..LATION INSTRUCTIONS. FRAME/MA50NRY INTERSECTION UNDER EXPANSION JOINT TO EXTEND 2" BELOW CMU FLASHING ASPHALT SATURATE[) LIT fRE- FROM HOLES AND BREAKS, WEIGHING NOT LESS THAN 14POUNDS PER 100 S QUARE FEET (0.683 kg/m2) AND COMPLYING WITH ASTM Q WOODEN 226NOR OTHER APPROVED WEAIHER--RESISTANT MATERIAL SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS AS REQUIRED BY TABLE R703.4, SUCHTSI 2 METAL OR PLASTIC EXPAN510N JOINT SIDING FELT OR MATERIAL SI -.ALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 mm). WHERE JOINTS J SILL PLATE OCCUR, FELT SHALL.... BE I.....APPE-_D NOT LESS THAN 6 INCHES (152 mm). 1" FROM TOP OF CMU SEE NOTE 1. _. _ APPROVED CORROSION [ ESI a LIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WA1ER IN1U THL WALL. 4Y ... _,� - - �-. .7 I ., ._ _ .., � _ _ T - F F T T MALL SHEATHING CAVITY OR PENETRATION OF WATER 10 TI IE QTR (_- f URAL_ FRAMING COMPONENTS. THE FLASHING SI TALL EXTEND 0 THE SURFACE 0 HE EXTERIOR WALL FINISH AND a ( - EXTERIOR WALL ENVELOPE. APPROVED CORROSION—RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF COATI COATING GEMENTIous SHALL BE INSTALLED T..:� PREVENT WATER FROM REENTERING. THE E E NOTES: THE FOLLOWING LOCAPON` : coATlNcovERGMu 1. FLASHING TO BE FLEXIBLE. SELF-ADHESIVE TYPE (MIN. 6" WIDE) z. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF—FLASHING WINDOWS HAVING A CONTINUOUS CMU WALL PER PLAN 3. INSTALL SILL FLASHING AS SHOWN ABOVE LAP OF NOT LESS 1HAN 1 1/8 INCHES (2.81mm) OVER IHE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NO -l" REQUIRE , r NOTE: -NUMBERS INDICATE ORDER ITEMS SHOULD BE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. IN5TALLED OVER FRAME AND CMU 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO 2138 COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. WEEP SCREED DETAIL TYPICAL FLASHING DETAIL AT SILL PLATE �.. :mm . �_, �W .. r.�.,ww , N.T.S. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS A.1_ .I A(.,H 1 O A WALL- OR F- L..(.)OR ASSEMBLY OF WOOD --FRAME CONSTRUCTION. PER M.C.D. ENGINEERING SCALE: 3" - r-0° SANFoRo 6. AT WALL AND ROOF INTERSECTION... 7. AT BUILT—IN GUTTERS. #15-1895 ELEVATION "C" GARAGE RIGHT 1] ,a DAVIS B EWS DESIGN GROUP L= 150 STATE STREET EAST 0UXMAR, FLORIDA 39677 813 925 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • E>E7,4VEP EST. 1994 #15-1895 ELEVATION "C" GARAGE RIGHT 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET A50VE COUNTER — — - — — — — — — - - - - - — — — Iv.P. WEATHERPROOF DUPLEX OUTLET LANAI I 1.F.�: GROUND FAULT INTERRUPTER DUPLEX OUTLET 6em HALF -SWITCHED DUPLEX OUTLET i I I F� SPECIAL PURPOSE OUTLET DAVIS BEWS DESIGN GROVP DUPLEX OUTLET IN FLOOR 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813. 925 .3800 FAX W W W.DAVLSBEWS.COM TAMPA • DENV EST. 1994 F_-- 220 VOLT OUTLET WALL SWITCH W.P. / I 13 THREE-WAY SWITCH G.F.I. I GF 1. / I 14 FOUR-WAY SWITCH Ip DIMMER SWITCH 3 + CEILING MOUNTED INCANDESCENT LIGHT FIXTURE A/CSCONN DI WALL MOUNTED INCANDESCENT LIGHT FIXTURE . SD AK RECESSED INCANDESCENT LIGHT FIXTURE ALL MOUNT ---c. LIGHT FIXTURE WITH PULL CHAIN / �Y AT 8'-8" \ TRACK LIGHT FLUORESCENT LIGHT FIXTURE FAMILY ROOM EXHAUST FAN 4 ROUGH -IN \ ;Q, EXHAUST FAN/LIGHT COMBINATION FOR OPT. ®D ELECTRIC DOOR OPERATOR (OPTIONAL) / FAN/LIGHT J ® CHIMES (OPTIONAL) \ o PUSHBUTTON SWITCH (OPTIONAL) MASTER SUITE ® CARBON MONOXIDE DETECTOR SMOKE DETECTOR UP TO / FAN/ LIGHT so c SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) — — T TELEVISION (OPTIONAL) F.I. Q THERMOSTAT ELECTRIC METER M. BATH - / ELECTRIC PANEL NORIZ. I— DISCONNECT SWITCH MAKE-UP �; LIGHTS ® SPEAKER (OPTIONAL) M PENDANT �7 ROUGH -IN FOR OPT. CEILING FAN (VERIFY J LOCATION) c , CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ — G\ ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I) AS INDICATED CH (VERIFY) ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DINING ROOM JJL o I UP TO 2. UNLESS OTHERW15E INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE L GH FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: r � r _ _v. � - - SWITCHES.... 42" OUTLETS.....14" 220 GF.I. ;Q; TELEPHONE.. 14" (UNLESS ABV COUNTERTOP) L-� J =_=-=--- — - GC. VERIFI : LOCA110N TELEVISIOR ..14" GF.I. I o I OF DISPOSAL SWITCH IS / / \ �O UNDER SINK CABINET 3. ALL SMOKE DETECTORS SHALL BE NARDWIRED INTO AN ELECTRICAL POWER UTIL / I SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE GRI. M sD cM \ I AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. GF.I. �'�IGF.(. +32 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, PINING �� MICROWAVE HORIZ. G.F.I. \, ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, MAKE-UP PWDR ;Ol OUTLET +14 CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. LIGHTS - I 220 V. VENT HOOD DEVICE AND TAMPER -PROOF RECEPTACLES PER NEC. 2008 406.11 .KITCHEN \ tv EXTERIOR PENDANT / / 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY / x ✓ ROOMS SHALL BE GF.C.I. PROTECTED (GF.0 D / (VERIFY �� Q, GF.I. LOCATION)� / / � \ GRI. 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN t0 ENSURE THAT ALL. ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA.1OA-05, N.E.C. 2W8,2010 Q\ - F.B.C. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND GF.I. ORDINANCES. ENTRY / ,. EVERY BUILDING HAYING AFOSSIL-FUEL-BURNING HEATER OR APPLIANCE, G.F.I. FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON 3 AT 48" MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. Q( LIGHT AND SWITCH 50 GAL. WN. PUSHBUTTON FOR IN ATTIC— 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER Imo"( THE BUILDING WIRING WHEN W.P. G.D. OPENER f` _ SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE GF.I I - , 'i BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE * * * _ — — — — LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY LOCATION I \ L FOR CEILING FANS PRE -WIRE \ GARAGE I50 AMP. 4/0 ALU. CABLE ELEC. ELEC. MAIN DISCONNECT METER A/C CLG. OUTLET PANEL METER COMBO -"SQUARE D DISC. FOR G.D. OPENER kL REFER TO FLOOR TYP. 014 AND 012 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS / ( I W.P. / G.F.I. AMPS. IEQUIREp PANEL 010 COPPER TO FOR T116. WATER HEATER SERVICE UNDERGROUND COPPER TO RANGE SERVICE BY 04 COPPER TO 5/8" GROUND ROD GRI. POWER COMPANY ALSO SERVICE TO BE BONDED GF.I AT 48" TO FOOTING STEEL AT 48" i i IRRIG. I I 2138 ELECTRICAL RISER DIAGRAM � COACH COACH NOTE; TITLE • LIGHT \ �/ LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL (8JA%FFORD MAIN FLOOR ELECTRICAL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL PLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.Fi���'' - MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813. 925 .3800 FAX W W W.DAVLSBEWS.COM TAMPA • DENV EST. 1994 F_-- x ro w Jr00 0do J �� 0 N `. >;JM L ` �W� • 0 0 V JTn, 0 i L N 1p CO. ol�� Z��0 GF.I AT 48" TO FOOTING STEEL AT 48" i i IRRIG. I I 2138 ELECTRICAL RISER DIAGRAM � COACH COACH NOTE; TITLE • LIGHT \ �/ LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL (8JA%FFORD MAIN FLOOR ELECTRICAL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL PLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.Fi���'' - MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAk FLORIDA 34677 813.925.1300 TEL 813. 925 .3800 FAX W W W.DAVLSBEWS.COM TAMPA • DENV EST. 1994 F_-- GF.I AT 48" TO FOOTING STEEL AT 48" i i IRRIG. I I 2138 ELECTRICAL RISER DIAGRAM � COACH COACH NOTE; TITLE • LIGHT \ �/ LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALL (8JA%FFORD MAIN FLOOR ELECTRICAL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL PLAN ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.Fi���'' - MAIN FLOOR ELECTRICAL PLAN. GARAGE RIGHT I JOB NUMBER 25002.168 • CAD FILE NAME LOT 118 ISSUED 05-12-15 REVISED I � I 1 L CTfR1 CAL <E `� 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET A50YE COUNTER WEATHERPROOF DUPLEX OUTLET / I GROUND FAULT INTERRUPTER DUPLEX OUTLET • .EL i our T ROUGH -IN I x ro w SWITCH C 0 ro HALF -SW TCHED DUPLEX LE FOR OPT.SPECIAL FAN/LIGHT I I N ' � '0AA 0N�M GF.I. Y/ a> . r ROUGH -IN FOR OPT. CEILING FAN v DUPLEX OUTLET IN FLOOR V V ���' • BATH 3 0_13,0 coO� o 220 VOLT OUTLET 3�EV-L�Q: i ROUGH -IN c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN I WALT. SWITCH ZrLd' ;� , FOR OPT. I JOB NUMBER 25002.168 • CAD FILE NAME LOT 118 ISSUED 05-12-15 REVISED I � I 1 L CTfR1 CAL <E `� 0 DUPLEX CONVENIENCE OUTLET + DUPLEX OUTLET A50YE COUNTER WEATHERPROOF DUPLEX OUTLET / I GROUND FAULT INTERRUPTER DUPLEX OUTLET • .EL i our T I , I -----_--_--- - _---- 2138 dQILD/VG • TITLE • UPPER FLOOR ELECTRICAL r PLAN �18 UPPER FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4B ROUGH -IN I s DAVIS BEWS DESIGN GROUP SWITCH EST. 1994 �$ HALF -SW TCHED DUPLEX LE FOR OPT.SPECIAL FAN/LIGHT I I � PURPOSE OUTLET GF.I. ROUGH -IN FOR OPT. CEILING FAN v DUPLEX OUTLET IN FLOOR \\ BATH 3 220 VOLT OUTLET BEDROOM 2 i ROUGH -IN c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN I WALT. SWITCH ;� , FOR OPT. 13 THREE-WAY SWITCH LIGHTS FAN/LIGHT . 14 FOUR-WAY SWITCH ROUGH -IN �� D DIMMER SWITCH G HORIZ. sn s� CM OOFOR /. DOWN TO �` AS ITEM NO.4 AND 5 INDICATES. # CEILING MOUNTED INCANDESCENT LIGHT FIXTURE FAIVLIGHT J MAKE-UP LIGHTS CM ON PLANS OR BELOW SWITCHES WALL MOUNTED INCANDESCENT LIGHT FIXTURE 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE so RECESSED INCANDESCENT LIGHT FIXTURE — BATH 2 (O� BEDROOM 3 FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: c. LIGHT FIXTURE WITH PULL CHAIN - M SWITCHES.... 42" TRACK LIGHT RAG LGH LIGHT AND SWITCH OUTLETS ..... 14" FLUORESCENT LIGHT FIXTURE IN ATTIC L f� EXHAUST FAN ,0 / — — — TELEVISION ... 14" EXHAUST FANLIGHT COM51NATION WP. I I I �� 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER ®D ELECTRIC DOOR OPERATOR (OPTIONAL) FOR OPT. -. SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE ® CHIMES (OPTIONAL) r / AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. L7 PUSHBUTTON SWITCH (OPTIONAL) JA'4 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING © CAR30N MONOXIDE DETECTOR ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, ROUGH -IN so SMOKE DETECTOR — _ — �; CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. FOR OPT. FANLIGHT BEDROOM 4 so SMOKE / CARBON MONO. COMBO DETECTOR I DEVICE AND TAMPER -PROOF RECEPTACLES PER N.EC.2008 406.1.1, TELEPHONE (OPTIONAL) 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * TELEVISION (OPTIONAL) ( ROOMS SHALL BE GFC.I. PROTECTED (GRI). G.C. VERIFY LOCATION FOR CEILING FANS LOFT OT THERMOSTAT i I;O% i I PRE-WIREL ELECTRIC METER DOWN TO * * * * ELECTRIC PANEL I , I -----_--_--- - _---- 2138 dQILD/VG • TITLE • UPPER FLOOR ELECTRICAL r PLAN �18 UPPER FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4B s DAVIS BEWS DESIGN GROUP SWITCH EST. 1994 DISCONNECT SWITCH I ® SPEAKER (OPTIONAL) GF.I. ROUGH -IN FOR OPT. CEILING FAN v BATH 3 HORIX._ MAKE-UP \ c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN ;� �J LIGHTS . ROUGH -IN �� NOTES 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRD AS INDICATED s� CM OOFOR OPT. , AS ITEM NO.4 AND 5 INDICATES. FAIVLIGHT J ON PLANS OR BELOW - 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE so — I BEDROOM 3 FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" L TELEPHONE.. J4` (UNLESS ABV COUNTERTOP) / — — — TELEVISION ... 14" ROUGH -IN I I I 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER y ' FOR OPT. SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE FAN/LIGHT AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. BEDROOM 4 I DEVICE AND TAMPER -PROOF RECEPTACLES PER N.EC.2008 406.1.1, 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ( ROOMS SHALL BE GFC.I. PROTECTED (GRI). G.C. VERIFY LOCATION FOR CEILING FANS i 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORKJS 1N FULL COMPLIANCE WITH NFPA 1OA-05, N.E.C. 2008, 201m i I PRE-WIREL - I * * * * —L--I _ — — — — — — F,BC. RESIDENTIAL CODE, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. I 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. 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 RE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. I , I -----_--_--- - _---- 2138 dQILD/VG • TITLE • UPPER FLOOR ELECTRICAL r PLAN �18 UPPER FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4B s DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWW FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W WnAVISBEWS.COM TAMPA • L7ENVEFL EST. 1994 I , I -----_--_--- - _---- 2138 dQILD/VG • TITLE • UPPER FLOOR ELECTRICAL r PLAN �18 UPPER FLOOR ELECTRICAL PLAN SHEET GARAGE RIGHT 4B GENERAL NOTES INDEX OF DRAWINGS SHEET FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. NOTES & CONNECTOR LEGEND 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A ROOF FRAMING PLAN MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. GENERAL DETAILS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES TWO STORY DETAILS OF PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE ST1 . PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF BLOCKING w/ (3) 12d TOENAILS EACH END, 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS CONFORMING TO ASTM A-615 GRADE 40. ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS: 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES & CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 14 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS LU Q 0 Q F_ z W W Z LU O o n. O � z V F5 U) W m D iY O LL. 0 0 N W W ILL IH O z O %%111111111j/ Uj "t Lr) 0 (=no - N ED .•W LL.�sL2� 00 Z Z O 4AS a < (j W W ....� .�..II : .� % 40 OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF e% 40 Q ACCORDANCE WITH ASTM B 695 CLASS 55 MINIMUM MINIMUM FLOOR DESIGN LIVE LOADS: ° -J MASONRY WALL CONSTRUCTION A) = 4o PSF DATE B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) BALCONIES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN, 7/16" OSB SHEATHING 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 4/27/2 015 TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS N. WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END, 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45e FROM VERT. TO EA. T P VERTICAL REINFORCING BARS TO BOND 8. HOOKS A THE TO &BOTTOM OF N - TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10 0 MAX AND " COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90 /o OF THE TRUSS " 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3) DAYS AND NO ( WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-08, 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND 11 EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12 TALL: 2x4 SYP #2 CONSOLIDATION BEHIND THE TRUSS VERT RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES THEN WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE -PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Wine U.N.O. E = 2,000,000 Win' U.N.O. Fb = 2500 Fb =3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY: ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN, LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR BETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4",GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FIND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A !W/ BEDROOM 5 & BONUS ROOM 5 : 5/9/2014 CREATED ELEV. A W/ OPTIONAL LANAI 6 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ TRUSSWAY TRUSSES PER TB -39 7 4/16/2015 APPLIED TRUSSWAY TRUSS TO ELEV-A w/ BONUS w/ BED ROOM PER TB -55 (TL/JV) 8 4/27/2 015 APPLIED TRUSSWAY TRUSS TO ELEV-A PER TB -45 DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (± VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMQa 00 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER 2010 FBCR 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. a - = END ZONE IS ONLY W/IN 5 0 OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS (12.7MM) GYPSUM BOARD. INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited �� • Nw � � 1�1: J J kyr P� ,LL //1111111 W J D_ O UO U Z0'(/ (y)Q m 0!" N 1-1 C6 o Fw- _ -; Z o- C c O' U c� LL C o U Zy , O1 0 U > 04 Qm ui F- U U)VJ � W z Q r- t O LL O W ��gn Ow z o W0 06 W wN Q d► H (D - 1 5 U J z Or -9 '' o Q � a �z� U) OX O < 4CWSH cf. w LU Q F- i - Z J z o O �$ o vW F_ Q W K = 0 U5 LU O 21 1 n O n z D Q O � o z W 00 2 r z> ~ U) p_3� �WLLI- 'S � Y O W W 0 1 Z -W (� Z W H v 0 LU Z O H Qry H U � 0: F- STRUCTURAL ENG CFG / BED Q DRAFTING. H z w -STRUCT: BM -- QC CHECK CC OFO JOB No. TM - 2150515 = SCALE: AS INDICATED DATE. 05/26/15 1 FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 30'-0" LAPPED MIN. 6" AND SEALED. Q 2 STORY FOOTING 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 00 11 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL 14'-0" 16-0"(FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR 70, EXCEEDS SPECIFICATIONS SET FORTH IN THE FBC-R 2010 EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. H ®07 LAP SPLICES SHALL BE NO LESS THAN 25". W `\ 2 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. W z SD1 � F08 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. W o A/C PAD 4FO8 D1 Sb 0 bo 00 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE U SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) Z O CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE — MF01 I MF11 a I THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR SDI SD1 -4" FIN. FLR USE ALTERNATE APPROVED METHOD. -I Q m 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q M COMMUNITY & COUNTY CODES. D -- - --- — _ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL iv SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 Cl) AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION o INSTRUCTIONS. o - -- - - - -- ---- - 9: NO WOOD STAKES PERMITTED IN FOUNDATION: W W ® 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED F- DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO W ® I DETERMINE STEP LOCATIONS IF REQUIRED O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD O w11110111////W d p FOOTING STEP DOWN AND CORNER INFORMATION. , T� � e��i LO d `moo+ •� �•••®®®��'!�ri ■ SD11 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE �® cid W -o F06 I I SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SU ® ��• Z Z SD1 RM w/ EITHER MASONRY OR WOOD CONSTRUCTION ti O �_ 00 V PLATFO _ 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER � • COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q Q 0 MF01 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �'"`�, e' Q 0 SD1 11'-2" T-6" I I ■ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0'�i .��®®• �••s �• �,� J 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO — u .. _.__... FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 7� ��`� s' W --00 I SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, C14 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS � /111111A�i! N I DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). W THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 11 Z _ 0'-0" FIN. FLR I ■ PSFN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 O O p c7 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO O �'` Z DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE tit >• LL I F03 I 3 1/2" THICK CONC. SLAB W/ 6X6 I F- Z I ill I �J/ dco " ss - p STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND Q M 1 SDI I W/1.4 XW/1.4 W.W.F. OVER 6 MIL p .. c� VAPOR BARRIER OVER `t FOOTING SIZES PENDING DEPTH OF STEMWALL. M C„ o — -- ~- COMPACTED FILL. I M W o cv I Oa ) Z >0 F06 4�4 4—FOOTING SCHEDULE SD1 SD1 I I 1 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. O W�, O a) ZIII "sY U 2 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN 4 # 5 E.W. O y g a O O Q bo c00o ■ I co 2.3 28 x2$ x12 dp w/ #5's @ 6 O.C. EA. WAY MIN (5) # 5 E.W. IL .__.:..m ,...... O w Q 30 x30 x12" dp w/ #5's @ 6 O.C. EA. WAY MIN. (5) # 5 E.W. CPu7 0 I ■ / ,/ Ib 32"x32"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. Z M O U) M F01 s_„ I 3 36.x36 x12 ' Q () dp w/ #5s @ 6' O.C. EA. WAY MIN (6) # 5 E.W. � � SD1 ( +` ) O cn g 0 co _I LL CL W _ 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. Z z z � �+�, � ChO O �� Q v�oc�� 4$ x48 x12 dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. o — x� 4" FIN. FLR \`` SD1 ® 4.5 54"x54"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (9) # 5 E.W, � � U Z � � v rs� „ �p ^ O _ z Z) to 4i �o — -- I– O a W r E CID O _ ih 60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. �S Z W U ofiLc a Tj O 1� r s0� N -4" FIN. FLR r Q WZ LL. P4 C4 0 J Ox'f PAVERS 2.6 ~ O 0 m I o LL I a Q W ■ Z W 8" 9-- T I ®.... 2'-95 3,_53 SYMBOLS LEGEND w w-0 T-8" 13'-4" 2 1 �8 �8 2 STORY FOOTING _ I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. 2 ■ ■ ( ■ TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). O o I Z N I • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q 26" X 48" X 12" N I N p TO TIE BEAM. 0 DP W/ #5s AT 6" 1'-8" 6'-8" ■ I ° O.C. EA, WAY SD1 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. — W Go �1 I ■ Ur o I z IQ- z MF02 c 0 J J SDI I I— co W W L I- o o �tW-O 1- -1 W UJ W ----- -- COMPACTION T A" = Z • ■ •__ _ _ • ■ ® EST tEQUIRED LU -jU V �, W >-Q_ — SD1 results to be Verified — � Q MD01 MD01 at Slab Inspection LLJ SD2 SD2 O 2'-8" 16'-0" 2'-8" 8'-8" 2 STORY FOOTING 21'-4" V) STRUCTURAL ENG: CFG / BED Q DRAFTING: 30'-0.. 01 Z W -STRUCT: BM - - - 0 QC CHECK: CC 65 O)ILv/NC JOB No. TM - 2150515 S.ANFORD = SCALE: AS INDICATED — — ���� ~ DATE: 05/26/15 FOUNDATION PLAN_ 1/4"=11-011 2 .COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited: — COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). (] • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. — - J Q I'-4" 13'-4" 1.4.. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z IlkW Q U) Z �, 1 ■■ ■■ W - ® ■ p O O [L Z10 ._._ .,...._.._.. to = dJ, D J � W I �O ail m C) 10'-2" 2'-0" 2'-6" 8'-101, 3 -81 O J o N . v W I-- W tq U_ Z O — . W 0�r�illllr�l�/�r�r a - a e•• •es®®Vere W • z •eee% „�oo ., �, Q Qf �Q Q �r a. 'i • O �•e'�® J leers• es•e e LL W _----- U a0 .g --- ------ r ■ z w I I �° i. +f Ccli ' — CD ■ J ■ LU a ,? c d 0 '7' a� U) ZO S7 U 0 Icaa ®f -IF I U) �- z U) Z `-'3 S �_ o �N W w 06 �ZVf w O W r V Q � (P o z o F 0 cD _ z Z z LUJ I LJJ ■ N Q -' Wo 0 i LLJS — WCL ■ ■ ® ■ M z M o 61-811 z 3: co W 00 11 V t cA ■ H _ Z W O O J Iw W N ■ O N x 1 O , _ S_ O •.. P O VI W W M� LLl Q F- 0Z Z �/ Z - of Q U 8'-8" 1'-4" 1'-4" 16'-0" 1'-411 1'-4" H Cl) STRUCTURAL ENG: CFG / BED Q DRAFTING: I— z W— -STRUCT`. BM ._ --- - ---- - gUILC�/�� (n QC CHECK: CC SA N x JOB No. TM - 2150515 U"4� = SCALE: AS INDICATED DOWEL PLACEMENT PLAN ~ DATE: 05/26/15 1/4 11=11-011 #15 18 9 5 3 — COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. i- Q O tido o C14 0 0 o 0 o �p` Q W ------------_ .--- , ----- ----- --- - p ZJ01 J01 w o F- J02 J02 z U S10 J03 F12 J03 W SD5 SD6 m � Q R01 --- -- - w o F01 00 N > 1, AN HUC48 HEADER TO C.M.U. W/ F01 (6) 10dTAPCOS ILS & (14) Ya" x 2 s/�� w ■ O z Q yr�y�rrilYYrrra F01 } • t1 �r�, °r _ V W F01 F02 »; .' vii ,y„�S'�22`:. z z SD6 x 'Q e F01 00 F01 ® F- �'� P ®��� 1�fill►11111it F01 n. F02p o F S1105 z� _._._ . ■ q�, dr F03 _ cl 1 a o ■05 F03 _ _....._.- a ,0 F03 00--- BW1 p a x"� U 05 z 4O A 0 F03 - _ - --- - 0 BW1 F05 O F03 w _1 L J _..._. _ :_... - Fos 03 _ SD5 A F07 F08 .1 S 1 Q v .... _._m �i SD5 � z W J 11-,8 .') 0 F09 z �S �zN o, M O Q M � tW o F10U O Z fro m= LL - F 12 D03 w �— QIr 6 ,4 iLc F 1'5\N A 2 SD2 V) H SD6 iS " ' RF63 F15 F16 - . Q J e- Z 0 � \ , O p 9 ® SD6 SD6 ~ N BW2 R02 O Q LU °° F15 R02 L1J S1 C 5 19 SD6 SD6 ? _ R03 p , ■ ■ ..._v Uj R04 - S15 RF02 SD6 R050 �7T— co O F1 2x6 #2 SYP CONT. LEDGER TO R06 COMBO TRUSS UNDER 2ND FL. 0 0 kS F15� o WALL W/ (2) 16d NAILS @ 4" O.C. Z ■ R07 �D6 W 00 F - R07 oT V ■ zZ > ~ 0 _j R07 3: W ■ W O 0 1 R07 0 0�O W 2 V) W R07 (D= Z LU 0 R08 W W Z 0 LU GE01 SD3 � F- U) STRUCTURAL ENG: CFG / BED DRAFTING: F - Z STRUCT: BM W r-) QC CHECK: CC JOB No. TM - 2150515 FIRST F FRAMING P =SCALE: As INDICATED F- DATE: 05/26/15 1/4 11=1 1-0 CSA NJ F NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4 _COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/2' FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 C� 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12#2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN ATTACH KING STUD TO HEADER w/(6) R O 5-1/4"x7" LVL COLUMN. 1/2" THREADED ROD @ 48" O.C. 1160If p 3rd. PT. BW3 16" ADJUST AS REQ'D TO MISS STUDS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL BW4 12 (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS &e" EPDXY ANCHOR w/MIN. OR ENDNAILS OR ENDNAILS UPLIFT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 5 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN 1'-0" TO T-11" 12" ADJUST AS REQ'D TO MISS STUDS 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON 1/2" THREADED ROD @ 48" O.C. 1160 If 3rd. PT. BW6 12 ADJUST AS REQ'D TO MISS STUDS P INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICRED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4'x24" TAPCONS GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL I5 NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. YZ" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 3"x3"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) O(2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/�"' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) G O (3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 4x4 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12#2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) R O 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1,75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) V O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS &e" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 16d NAILS . MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT#JACKS/KINGS REQ'D. @ OPENING 5 SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICRED 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. COLUMN SCHEDULE- A O (2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN O(2)2X6 SYP#2 BUILT UP STUD COLUMN E O (3)2X6 SYP#2 BUILT UP STUD COLUMN F O (2)2X8 SYP#2 BUILT UP STUD COLUMN G O (3)2X8 SYP#2 BUILT UP STUD COLUMN H O 4x4 SYP#2 POST J O 6x6 SYP#2 POST K O 8x8 SYP#2 POST L O 3-1/2"x3-1/2" LVL COLUMN, MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN, O5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. V O - x 0 _ STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS &e" EPDXY ANCHOR w/MIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)g' EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 2z" 10d .148" x 3.. 12d .148" x 34' 16d .162" x 31' 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. 1F LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx1 „ NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" 1 1" META20 w/(7) 10d x 1- NAILS O z FRAME T CMU O 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 2 F(1)ply (1)ply TRUSS (10)1Od x 12" NAILS FRAME TO CMU 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)a'x24" TAPCONS H10A w/(18)1Od x 12" NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H1 OA -2 1245 HTS20 w/(24)1 Od x 12" NAILS (10) 10d NAILS B2x12 WITH 1/2 FLITCH 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 124 5 1450 5 (2)HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 2490 2900 AT EXT LOCATION 3 TOENAILS ( S INCLUDE O 12d ) TO BEAM: SIMP. HUC410 w/(18)16d & 6 H2.5A w/(1 0)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12' NAILS ON MASONRY: SIMP. META16 RFRAME (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5"EMBEDMENT NAILS & (18)4'x24" TAPCONS 9 HTT4 w/(1 8)16d x 21" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7 EMBEDMENT TO BEAM: SIMP. HU 41 w 1 1 C 0 /( 8) 6d & 10 R HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280. 6280 EPDXY MIN. 5 EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)1 Od NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/ 14 1Od NAILS ( ) HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1 Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & 5' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 2z' NAILS w/$" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)1 Od x;12' NAILS 20 (AT EXT LOCATIONS INCLUDE (3)124 TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W! (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BEAM 9100 4095 23 - - 0 p STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24" o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP._HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS BE IN ACCORDANCE WITH ASTM A 153. U U CONNECTOR D TO POST: SIMP. HT 0 S2 OR LSTA18 SCALE: AS INDICATED APA SHEATHING NOTE: z TO BEAM: SIMP. HUC48 w/(14)16d NAILS � (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" PANEL EDGES AT HIP LOCATIONS. BLOCKING TORE 2X4 ATTACHED AT EACH END w PLATE TAPCONS WITH (3) 10d TOENAILS. O IL ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)a'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & O 10 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)T"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: ,SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HU 41 w 1 1 C 0 /( 8) 6d & (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 B3.5x20 (2) 1.75"x20" LVL " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2"FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: w 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 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. , J 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS Q AND AT VOLUME AREA UNLESS NOTEDOTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD ' wZ 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE O , CONTINUOUS O FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING O ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS z U WITH CABINETS AS SHOWN ON PLANS. p U) B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS.= W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS m C) OF ALL HARDWARE BEFORE INSTALLATION. p iY 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT O EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS w DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. o 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. N THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY w W TRUSSES P 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE O THE GARAGE. ®�1111111y11/®�/' 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN a o PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.,��� «•••«°`•••.;� ��ie - rl- OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO'•� CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP W rL d',i % © w o DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW 1Z1 • J 00 U AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE� � O St� � PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS 0e d SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR i , y �:• �".`` %'' �_ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS ���j �e•..eee ee " �`, `-� 0' NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF �� ��'`� CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESSLL LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. �111111� 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 BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. U „ CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER 0 r1 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Q il'I0 N BUILDER NOTE:C6 CD W IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE = .0 Q o TRUSS MANUFACTURERS LAYOUT = 0 ----STOP---- �. U AND CALL THE ENGINEER OF RECORD PRIOR TO'' U PLACEMENT OF ANY TRUSSES o cn O NAILING SCHEDULE: o z rZ m ROOFS: w ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" H O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION XO PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL o7 UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. p Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. U 2 U GABLE ENDS: U) 8 ,* O LTJ W „o, jz ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. ZO 7 N p M Z o2S .'� AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER O z � r. EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q Z 0 C7 U O Z Z inkz^ EXTERIOR WALLS:w j a- g SEE WF10/SD4 FOR MORE INFO. _ 0..... Z z= NAILS:Q -C E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS.- W C) �i ALL OTHER SHEATHING APPLICATIONS� a w ISHALL BE 8d RING OR SPIRAL SHANK, <( �1-: P HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z W Z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY U. -I TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 0_ 4c; STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL p L,J JOB No. TM - 2150515 BE IN ACCORDANCE WITH ASTM A 153. U U CONNECTOR D SCALE: AS INDICATED APA SHEATHING NOTE: z W w O � DATE: 05/26/15 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED - 2 PANEL EDGES AT HIP LOCATIONS. BLOCKING TORE 2X4 ATTACHED AT EACH END w WITH (3) 10d TOENAILS. O IL Z_ 0 o U I ° z w 00 11 z Z' �~ W p�� I=- - W LU O O W 1 w 2t)0 Iw c0-n=Z w 0 W ow a0 U � H STRUCTURAL ENG: CFG / BED Q DRAFTING M z STRUCT: BM w--------- - aQC CHECK: CC 1/4"=1 -Off SANFORD S4.1 15,1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. JOB No. TM - 2150515 NOTES & CONNECTOR D SCALE: AS INDICATED � DATE: 05/26/15 1/4"=1 -Off SANFORD S4.1 15,1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. STANDARD 2ND FLOOR FRAMING NOTES: W 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 0 WALLS U N O ATTACH SHEATHING PER NAILING SCHEDULE 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - - TO FOLLOW THE DETAILS INDICATED BELOW J OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS <t SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR F - SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w Z SHEATHING IS NOT CONTINUOUS) O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Q U Z U 0 07 J W C) m ADD STRAPS TO EA. SIDE OF WALL ISO 0 UL SD5 0 0 N w W ^o o 0'0 0 0 0 0 0 0 0 0 0 a o 0 oti H2x8 H2x8 2x10 -- - -- -- z OW "t J07 J07 o n. -- ®a`W Ci J08 J08 00 Cq ocr U J091 J09 Q S� 2 4 A F 4 i� •o® �. j, J R09 �.. SO �i 7� •• � ����� � � SO4 �'fe►l ee,° SD5 SD5 w R10 a O O Q a) Nr r co l C C7 ` a K R12 w X _., . z 00 NIL Q 0 0 . R13 LL � a LW 0 -- --- -- - R13 O _-L Q a. R13 ... _._ ...w IIL X LLi � R13 III � Q R13 - o J Z - (D U) 0- W 3 8 ,R12 ' -- � z D No �M ---._.-......., R11 Q Z Z v�o�_ 00 III N p 216k'z^ R10 _ go So 111 s0 _ z a : � � SD5 R14 SD5 0 196 5 us CL 4 A A 4 w Q~ z W Z �N� J R15_............ .......... _...__...___ ._.._W... W_._. _._...__ ._ .r. - J09 o I- O O 0 O g -� O O R15 J08 U W VIII �- _ z W R16 J07 Cn p J13 H2x8 a R17 2 J12 A a a 0 0 a y�f' (D R17 0 0 � J07 J D R18 Z 0 A ti'PO = 00 11 R19 - -~o U 2x8 z Z W Fn GE01 U) Q J J SD3 L V) W W o ix 0 W 0 li.- 0 W 2 V) R z OC W 00 o ~ V LI)LU �-Q= Q H-�1- I— STRUCTURAL ENG: "CFG / BED �( DRAFTING: z-STRUCT: BM QC CHECk CG W LSANFORD JOB No. TM - 2150515 SCALE: AS INDICATEDROOF FRAMING PLAN DATE: 05/26/15 1/411=1 1-011 ...NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND S4*2 _ COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z J n. w a 0 W z } z O U) Q 01 J 14'-0" 0 292/ 0 1160/0 1660/0 2439/0 �- 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS N 18'-8" 0 142/0 598/0 1114/0 1468/0 w 1. fc PRECAST LINTELS PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 H � . de � . � � ° • ' � 2. fc PRESTRESSED LINTELS =.6000 psi.. � 201-8f'0 145/0 550/0 981/ 0 1376/0 'e 4 • ' ° 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. "U" OR GRADE 60 BAR SIZE BEND 0 Q �.e PRECAST LINTEL LOAD TABLE BEND 0 LENGTH GENERAL CONCRETE LINTEL SCHEDULE 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ..' -SHEAR WALL AT OPENING 11('.11 ° ' TYPICAL SHEAR WA L SEGMENT "B" 11011 IIDII #3 4 41/4 AT CORNERS PRECAST METAL LATH 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 PROVIDE LINTEL W/ 3000 WIRE SCREEN 30 41/2 81/16 181/2 36 #7 43/8 9 13/16116 1/21 APPROVED LINTEL MANUFACTURERS: 1 51/4 1913/16 213/4 42 DRAFTING•#6=31 . _. STANDARD #5 psi CONC. PER OVER COURSES —S STRUCT BM LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE; QUALITY, LOTTS, AND POWERS STEEL � a.. .. •" 11611 � QC CHECK. CC HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO STANDARD 180° HOOK S -g y ANFORD APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL DATE: 05/26/15 D08 REBAR SPLICE DETAIL OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-1B/8F32-0B CORNER AS REQ'D INDICATED IN (SHEET METAL & 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. ` ' LINTEL, #5 TO BE ;. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO '. PROHIBITED) NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. - -- ....._.- ----- 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 SIDE VERTICALS STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. Q 2'-$" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 1— 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4.• a " ,,: M 8" x 8" x 16" K.O. LINTEL w TYP. BOND BEA Z ' �"° ° d �• °' : e ~ BLOCK FILL w/ 3000 sl CONC. w/ 1 #5 DIA. p O 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 e . ° a ' : ° ' REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT � 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 a • ' a• .' •.° O ENGINEERING LETTER. IF A SMALLER LINTEL INSTALLED CONTACT EOR R APPROVAL. I L IS FO w Z 5'-2" 570 1232/1232 3480 / 2580 8360/3586 8825/4592 14 .. °.' I.,. o.. LL 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 'a' . ." z 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1626 3486/2602 6390/3302 ° a'• a N CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS O p_ J a d^. d Ie z W ADEQUATE FOR THE LOADS. 8;-0;; 354 726/699 1843/1625 3486/2255 6205/2885 ai 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS z U 9'-Z' 315 618/535 1533/1247 2781/1946 4754/2489 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY D 10'-0" 292 567 / 454 1366/1277 2423 / 1770 4006/2263 ° ° L. °' °° WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. _j W 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 ROUGH OPENING PER PLAN ° :L ' = a 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL m 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 q STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Q D ° ° 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 �. #5 DIA. REBAR 8. POWER STEEL LINTELS OF SPANS MORE THAN 22'-8" ARE REQ'D TO HAVE (2) #5 BARS TOP & O 13'-411 0 328/0 1234/0 1779/0 2662/0 .'q. a BOTTOM REGARDLESS OF Ill INDICATED IN TABLE BELOW J 14'-0" 0 292/ 0 1160/0 1660/0 2439/0 �- 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS N 18'-8" 0 142/0 598/0 1114/0 1468/0 w 1. fc PRECAST LINTELS PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 H � . de � . � � ° • ' � 2. fc PRESTRESSED LINTELS =.6000 psi.. � 201-8f'0 145/0 550/0 981/ 0 1376/0 'e 4 • ' ° 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. e GRADE 40 GRADE 60 BAR SIZE BEND 0 Q �.e LAP SPLICE BEND 0 LENGTH r: 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ..' -SHEAR WALL AT OPENING 11('.11 ° ' TYPICAL SHEAR WA L SEGMENT "B" 11011 IIDII #3 4 41/4 7 a 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 14'-0" 0 292/ 0 1160/0 1660/0 2439/0 �- 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 MATERIALS N 18'-8" 0 142/0 598/0 1114/0 1468/0 w 1. fc PRECAST LINTELS PSI. = W 20'-0" 0 180/0 598/0 1024/0 1441/0 H � . de � . � � ° • ' � 2. fc PRESTRESSED LINTELS =.6000 psi.. � 201-8f'0 145/0 550/0 981/ 0 1376/0 'e 4 • ' ° 3 GROUTED PER ASTM C476 fa = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 8" x 8" x 16" CMU U.N.O. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �•��rl ��'sl/0 RECESSED LINTELS -FILLED 0 ,� ua � STRENGTH = 1900 PSI. L INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-06 '•.�� '/� I- STM A 15 GRADE 60 PRESTRESSING STRAND PER ASTM A416 GRADE ` • • •"•• �M 4. BEAM w/ 1, 1) #5 BAR W/ 3000 psl CONC. SEE 2'-4" 1694/1694 3725 / 3280 5499/5421 U. REBAR PER A 6 ��„• *••• r� - ° ° MD08/S5 FOR LAP INFO. 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LL, • t% ve w ° . •' •° 'I '' •' •1 •° • .PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769.. 4085 / 4085 ~®" : j 7 Z Z �•'"' a N Q L GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH 'O d' 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED NO -SHEAR WALL AT OPENING 11('.11 ° ' TYPICAL SHEAR WA L SEGMENT "B" 11011 IIDII #3 17/8 41/4 7 15 21/4 41/4 8" x 8" x 16" CMU U.N.O. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE �•��rl ��'sl/0 RECESSED LINTELS -FILLED 0 ,� ua � STRENGTH = 1900 PSI. L INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-06 '•.�� '/� I- STM A 15 GRADE 60 PRESTRESSING STRAND PER ASTM A416 GRADE ` • • •"•• �M 4. BEAM w/ 1, 1) #5 BAR W/ 3000 psl CONC. SEE 2'-4" 1694/1694 3725 / 3280 5499/5421 U. REBAR PER A 6 ��„• *••• r� - ° ° MD08/S5 FOR LAP INFO. 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. LL, • t% ve w ° . •' •° 'I '' •' •1 •° • .PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230 / 1230 2769 / 2769.. 4085 / 4085 ~®" : j 7 Z Z �•'"' a N Q FILLED CELL AND REBAR (TYP). MORTAR 314" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �"' .00S..J" IY (i JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 -4" Q t n -1 5' 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED •••®s•�• ;.- QEE 71.4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �� ° '�• �,, ���a J 0 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY®®p `` A NRY CONSTRUCTION 8F16-1B/1T ,►�rrli� TYPICAL M SO C O 8F8-1B/1T-`�C�UANTITYOF #5 REBAR AT TOP � SCALE: 3/4" = 1'-0" i) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER w 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT -I 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. a U NOMINAL WIDTH O 8F16-1B/1T O O TYPE DESIGNATION U • O 8RF14-0B/1T Z 01ly ii cr) 13'-4„ O 8F16-0B/1T 1-1/2" CLEAR cYi 0 8F20-1B/1T _j (7z 10 j W _...: F H i s #5 REBAR AT TOP MIN. (1) REQ'D Q O O O 8F20-0B/1T U s r, Q CU Z C. U CMU- ' bo O F 5o O 8RF22-1B/1T g GROUT p C" ` :O' "tf 9-614 8F24-1B/1T .- CAV TY RAT BOTTOM OF LINTEL Z z C F F F BOTTOM REINFORCING PROVIDED SEE PLAN FOR TOP OF WALL AND LINTELINFO 0 8RF22-OB/1T�� 0 O 7-5/8 ACTUAL IN LINTEL (VARIES) 0 08F24 OB/1T MIN WIDTH aIon ..� • . is •• •` 'f• N - O 8RF30 1 B/1 T LINTEL PER PLAN ''•':,: . ,•: , 'P 8F32 -16/1T 1-1/2" CLEAR U h .. f • O •� •• . n a O 8RF30-0B/1T ,. • TRANSOM OPENING ? W U) H = : • #5 REBAR AT TOP MIN. (1) REQ'D Z O 8F32 -OB/1T ¢ Q C.M.U. < U •.. FRAME INFILL AROUI� -:.., b' •'•~. SEE FOUNDATION T 8F38 -1B/1T 0o z W w g 1 WINDOW BY BUILDER O i O C . • SEE WF01/SD2 FOR >.: PLAN FOR FILLED u, z z Z o M MORE INFO INFO. MIN. (1) IS REQ© 0 8F12-1B/1T O 0 z / \ Q ON EITHER SIDE U.N.O. v L ' ; :.�. ,"' . :•• O co 7-5/$ ACTUAL. INLINTEL REINFORCING PROVIDED O � N��� F 8F40 -06/1 T��` U � Z p F c �- W w 8 NOMINAL WIDTH w � J Q g n y. 0 UNFILLED J Z c ....� 2 2X8 WOOD HEADER x W ZO Q E TURNED SIDEWAYS. cv) FIRST PLY 2X8 TO N � w Q �' Il (D w U W Z DOOR OPENING ,. ': ;•.:, MASONRY WALL W/ ui 1-1/2" CLEAR z Z LL SIMPSON HUS26 HANGER _ x ° o I- J '. o #5 REBAR AT TOP MIN. (1) REQ'D tY @ EA. END. W/ (6) 3/16'"0x w Q w 0 1-3/4" TAPCONS INTO 1 F I-- J O ee'. iv O � w � TOP KNOCK OUT/ LINTEL BLOCK U � MASONRY & (4) 10d X 4 o z W U COURSE Q W 1/2" NAILS INTO HEADER. O cn O W W 2ND PLY TO 1ST PLY W/ - X Ill -z "�2y L) O Q s #5 REBAR AT BOTTOM MIN. (1) w = 10d STAGGERED @ 6" O.C. 00 r REQ D (n J�DO LINTEL W/ TRANSOM DETAIL Iw- *--- 16 GA. POWERS STEEL BOXED � Oz 7-5/8" ACTUAL LINTEL SCALE: 3/4" = 1'-0" O F $" NOMINAL WIDTH Z POWERS STEEL o noi a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) L GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH 'O d' 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED IIA„ :Qj 11('.11 "D" "All "B" 11011 IIDII #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 FILLED CELL AND REBAR (TYP). MORTAR 314" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �"' .00S..J" IY (i JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 -4" Q t n -1 5' 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT SEE FOUNDATION FOR FOOTING 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED •••®s•�• ;.- QEE 71.4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ �� ° '�• �,, ���a J 0 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY®®p `` A NRY CONSTRUCTION 8F16-1B/1T ,►�rrli� TYPICAL M SO C O 8F8-1B/1T-`�C�UANTITYOF #5 REBAR AT TOP � SCALE: 3/4" = 1'-0" i) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER w 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT -I 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. a U NOMINAL WIDTH O 8F16-1B/1T O O TYPE DESIGNATION U • O 8RF14-0B/1T Z 01ly ii cr) 13'-4„ O 8F16-0B/1T 1-1/2" CLEAR cYi 0 8F20-1B/1T _j (7z 10 j W _...: F H i s #5 REBAR AT TOP MIN. (1) REQ'D Q O O O 8F20-0B/1T U s r, Q CU Z C. U CMU- ' bo O F 5o O 8RF22-1B/1T g GROUT p C" ` :O' "tf 9-614 8F24-1B/1T .- CAV TY RAT BOTTOM OF LINTEL Z z C F F F BOTTOM REINFORCING PROVIDED SEE PLAN FOR TOP OF WALL AND LINTELINFO 0 8RF22-OB/1T�� 0 O 7-5/8 ACTUAL IN LINTEL (VARIES) 0 08F24 OB/1T MIN WIDTH aIon ..� • . is •• •` 'f• N - O 8RF30 1 B/1 T LINTEL PER PLAN ''•':,: . ,•: , 'P 8F32 -16/1T 1-1/2" CLEAR U h .. f • O •� •• . n a O 8RF30-0B/1T ,. • TRANSOM OPENING ? W U) H = : • #5 REBAR AT TOP MIN. (1) REQ'D Z O 8F32 -OB/1T ¢ Q C.M.U. < U •.. FRAME INFILL AROUI� -:.., b' •'•~. SEE FOUNDATION T 8F38 -1B/1T 0o z W w g 1 WINDOW BY BUILDER O i O C . • SEE WF01/SD2 FOR >.: PLAN FOR FILLED u, z z Z o M MORE INFO INFO. MIN. (1) IS REQ© 0 8F12-1B/1T O 0 z / \ Q ON EITHER SIDE U.N.O. v L ' ; :.�. ,"' . :•• O co 7-5/$ ACTUAL. INLINTEL REINFORCING PROVIDED O � N��� F 8F40 -06/1 T��` U � Z p F c �- W w 8 NOMINAL WIDTH w � J Q g n y. 0 UNFILLED J Z c ....� 2 2X8 WOOD HEADER x W ZO Q E TURNED SIDEWAYS. cv) FIRST PLY 2X8 TO N � w Q �' Il (D w U W Z DOOR OPENING ,. ': ;•.:, MASONRY WALL W/ ui 1-1/2" CLEAR z Z LL SIMPSON HUS26 HANGER _ x ° o I- J '. o #5 REBAR AT TOP MIN. (1) REQ'D tY @ EA. END. W/ (6) 3/16'"0x w Q w 0 1-3/4" TAPCONS INTO 1 F I-- J O ee'. iv O � w � TOP KNOCK OUT/ LINTEL BLOCK U � MASONRY & (4) 10d X 4 o z W U COURSE Q W 1/2" NAILS INTO HEADER. O cn O W W 2ND PLY TO 1ST PLY W/ - X Ill -z "�2y L) O Q s #5 REBAR AT BOTTOM MIN. (1) w = 10d STAGGERED @ 6" O.C. 00 r REQ D (n J�DO LINTEL W/ TRANSOM DETAIL Iw- *--- 16 GA. POWERS STEEL BOXED � Oz 7-5/8" ACTUAL LINTEL SCALE: 3/4" = 1'-0" O F $" NOMINAL WIDTH Z POWERS STEEL o noi a REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED IIA„ .11611. 11('.11 "D" "All "B" 11011 IIDII #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 13/16116 1/21 35 1 51/4 1913/16 213/4 42 SCALE: 3/4" = V-0" 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 0 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z SAFE LOAD TABLE NOTES _Z � LINTEL PLAN CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED m o z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL LU 00 MINIM RECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q U r ° O 2. 0 = NOT RATED. z > F- �ZW () � O 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q = 161.0„ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR H W Uj 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 4 .. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 0Ill W O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. °e: 0 (~ O RUCTURAL EGCFG BED SCALE: 3/4" = V-0" 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z Vi 146 W LINTEL PLAN CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. U m o z —_ W 1- ° 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. � �ZW () � O 1/$"-�'_�" 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q = 4 #3=2YZ U � p _ m #4 =2Y2V °e: , RUCTURAL EGCFG BED DRAFTING•#6=31 . _. 7 —S STRUCT BM LLI a.. .. •" 11611 � QC CHECK. CC - JOB No TM - 2150515 LAP SPLICE EMBEDDED STANDARD 90 HOOK STANDARD 180° HOOK S -g y ANFORD = ~ SCALE: —- AS INDICATED DATE: 05/26/15 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" 5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 1 L i J_ (1) #5 FROM FTG. TO TIE BEAM (1) #5 FROM FTG. TO TIE BEAM 1 SPLICE TO BE MIN. 25" GROUT SPLICE TO BE MIN. 25" GROUT HOLD BEARING WALL BACK SO THAT GYP 2x BEARING WALL 2x BEARING WALL LU CELL SOLID 11 CELL SOLID FINISH IS FLUSH SEE PLAN/BEARING SEE PLAN/BEARING Q 8" CMU BLOCK 1 8" CMU BLOCK I I w MIN 4" WITH FOUNDATION 2 1/4" WALL SCHEDULE WALL SCHEDULE 0 BELOW FOR ADDITIONAL FOR ADDITIONAL 1 I I R 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ I FIBERMESH CONC. SLAB w/ 3-1/2" CONC. SLAB w/ 3-1/2" CONC. SLAB w/ INFORMATION INFORMATION FIBERMESH REINF. OVER 1 FIBERMESH REINF. OVER (1) #5 s CONT. FIBERMESH REINF. OVER W r FIBERMESH REINF. FIBERMESH REINF. OVER V) 3-1/2" CONC. SLAB w/ 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER 6 MIL VAPOR BARRIER I I z 6 MIL VAPOR BARRIER W Q g w Z 6 MIL VAPOR BARRIER 2x PT SILL PLATE 2x PT SILL PLATE FIBERMESH REINF. OVER Uj a.. a w 6 MIL VAPOR BARRIER Z LU to-s ° CO U) ° n' M d a .a • a • ILL! 1 w d d ° I I, . r p < A. a ° A. e e a ° ° II ° e,. ° �d a L♦ .L—.—. '.4° °°a I•e' OD i--- .4° "�° .I'd O fA .: — d.. ° '° 4 .4 I'e ° .re 4y" II .n `� - d e I'. n. J .e e. 4' .• ? ., .' d — _ °.: � +-1 W .' In GRADE o ° _ 4 —450 a n _ _+ —I I—III=1 I— —_ — -- _ I d GRADE Z to W d`-T a - — I I a d __ a —_o I ° .. __ ° .' n— — °� I L l I I I I I I I—I I —I' °� d. ° :a .1' - Q 1 1=1 h a r — YX O z — — — —II _-- __- �. _) =--—s — III _ w — - _ — I D111-°` ° I LII —I — — — - _— — -I o ¢ I I= I I- I I _ I —11 I I — — = 11I I1 c f I de e d I O ° I n°d'�°� 4 - O LL. I I V 4 1= -1 I -_-m" -- ''- I. _ - _ =1'�- CLEAN U —III—I _ — _ _ Q o I—I� — - —� =-- — I= I� I—I— ISI 11— 1 I 1 I. I—,III III III—III III— �, III-III I - _ CLEAN COMPACTED - - 1—I I III =III=) COMPACTED Z (� - I I I I 1 I- I I- 1=I CLEAN W/ R o - I- I I I - I i-III III- FILL @ 95% STANDARD , , , ,- , I , (2) #5 BARS CONT 3 COVE FILL @ 95 /o p (n _ - I CLEAN COMPACTED --- - - I- - - - 0 16" DENSITY (2) #5 BARS CONT. W/ 3" COVER COMPACTED TYP. AT 2 STORY CONDITIONS 8" 8" STANDARD J W - III=) I=III FILL @ 95 /o STANDARD TYP. AT 2 STORY CONDITIONS 8" 8rr FILL @ 95% 3 #5 BARS REQUIRED AND DENSITY = Gi (2) #5 BARS CONT. ' = (2) #5 BARS CONT. - I-- W/ 3" COVER TYP. DENSITY O m W/ 3" COVER TYP. ' � CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. W/ 3 COVER TYP. (3) #5 BARS REQUIRED AND STANDARD FOOTING TO BE 20 WIDE Q 1'-4" FILL @ 95% STANDARD 1 -4" FILL @ 95% STANDARD AT 2 STORY CONDITIONS (3) #5 BARS FOOTING TO BE 20" WIDE DENSITY p DENSITY DENSITY REQUIRED AND FOOTING TO � BE 20" WIDE O WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG ILL SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS o o N W LU F01 TYP. EXT: FOOTING F02 GARAGE CURB FOOTING F03 NON-BEARING STEP DOWN F04 DOUBLE STEP FOOTING F05 OFFSET FOOTING BEARING F06 INTERIOR BEARING W n. _ r n u— r n"_ , n n_ r n n_ r n r" O '. SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 SCALE: 3/4"-1-0 Uj 04 Ln 3/4" RECESS @ •,R-- W y �. z° PER MFG. SLIDING GLASS ®�j SPECS DOOR _ 11 .... ao1z: 2q J SLOPPED GROUT ° �•••'`'' - Q p TO DRAIN SEE PLAN °e ° 4° Q,o SLOPE 8' CMU BLOCK /d®s ®• �••. ®�4 J O MIN. 24" BEFORE °�'I aa.., is •• • �� FOR STEP OPTIONAL CURB 3-1/2" CONC. SLAB w/ 1 (1) #5 FROM FTG. TO TIE 1 ���� LL ANOTHER STEP 1 ° 4 V BEAM SPLICE TO BE MIN.I11® y� FIBERMESH REINF. OVER OPTIONAL grr (G.C. TO VERIFY) -`- °'° a d a 0/ 1 1 REINF. SEE 3-1/2" CONC. SLAB w/ #5 CONT. REINF. 6 MIL. VAPOR BARRIER 25" GROUT CELL SOLID CURB FOR PLAN FIBERMESH REINF. OVER .� I SEE FOUNDATION a REFER TO PLANS FOR W MAS. @ ELEV. ° 6 MIL VAPOR BARRIER 1 a - ' d 141 d 1 FOR QUANTITY Q LOCATION n- 0'-0" w/ (1) #5 v w ° . . ° e, F- e.J. I' 1 4 1/2 CASING 2 BAR CONT. ° - d d _ wo ° C) L. ALUMINUM 4.00 W z r 1. a °: -.- r.d-.... I A THRESHOLD e. .' ° 4 .° p 7 Y - . ',. . n a' GRADE " rl n a 4 •b I— 1 0 #5 x 25 x 25 _— • ." ", .a. .. .'.' - � ed. a °� � .. � IJ �, b. ' N, a.JI�'��.: •7 - r �°' .' '.,d <. — — ° a � � a u � � rr - - - _ o ° e. 2 #5 CONT. W/ 3 - } ^7� ° 8 4 MUDDED - - - - - • -r d. n , a a CORNER BAR, ONE 3 1/2 CONC. SLAB M j 00 I — — _ - - - - I— --COCD VER 1.I FOR EA. HORIZONTAL w/FIBERMESH SLOPE I -- I z - ° II III ISI ISI I , ISI--ISI_ ° e ° — — (- - - I. FLOOR CLEAN - _ _ - = a . a - - °. a a J d I I T _ .:. ..... __ _ ' w rte' ci ° a — — 1II _lII—III—III_ I— I—III—I COMPACTED 1= d 4 (2) #5 BENT BARS W/ °.. a' : ° °, . .:. ° 14 ° REBAR, TYP. U.N.O. REINF. AND 6 MIL I _ 4 '` ... SLOPED COM AC _ J - „ °, .. d e s. 1 VAPOR BARRIER 3/4 RECESS ... -_ - I-III-III-I o --I —1 ° �:.� .� - moo- . _ _- a 4 .4 ol -MIN, 25 LAP SPLICE -. ,. - �' ° ° �q 1 TO DRAIN FILL @95/0 _� -- _ --- w p 1-_ ° a . =1 11=1 11=111 I I-=1_ 11=111- W � _ _ d-- - ...� .� : I— I I III III I I I ....P ......�. °. a ° d ° .. (2)#5 BARS CONT. I _ a SLOPE 1/4 U a STANDARD III—I1— =1I1=111- 1I1= -_ _ _ __ ° a -- rr r rr DENSITY 8" x 12" THICKENED -_ - I _ - - _ - _ °. W/ 3 COVER TYP. 1 -4 CLEAN COMPACTED T-4" SLAB w/ (1) #5 CONT.-.-_-_l I 1 1=� 1 it 1 __I I h._-- --� I— ° PER FOOT 0 (1 (2) #5 REBAR I = _ (2) #5 CONT mm _ 16 MIN. - I..,IIIiI liloil I I) _ _ _I- VERIFY W/ DETAILS FOR REQUIRED d ° q'4; a'' FILL @ 95 /o STANDARD U U DENSITY Z L,ia W/ 3" COVER. _I i I- I I STEEL AT 2 STORY LOCATIONS ° ° a r grr PER MFG. : a. „ .d • O WHERE 2ND STORY OCCURS, FTG SPECS VERIFY W/ DETAILS FOR REQUIRED - O ' SHALL BE 1'-4" WIDE w/(3) #5 BARS EXP JOINT STEEL AT 2 STORY LOCATIONS O rrr d fMFO FOOTING SHOWER F08 THICKENED EDGE F09 TYP. STEP FOOTING DETAIL F10 TYP. CORNER BAR DETAIL F11 EXT. DOOR POURED SILLS F12 INTERIOR BEARING ON CMU SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" _ V-0" SCALE: 3/4" =1'-0° SCALE: 3/4" = V-0.r SCALE: 3/4" =1'-0" U v 1/ J SEE ELEVATION p Z lW�g� FILLED CELL WOOD POST SEE o FLOOR PLAN FOR SIZE ( V I W 4" AND BASE CONNECTION I Q GARAGE TOP COURSE TO BE 0J TOP VIEW @ CORNER ----J CHAIR BLOCKS. ENTIRE W BASE TO BE FILLED _ _ O U) D v SOLID I 1 P Z GARAGE WALL CMU BASE w/ (1) #5 VERTICAL @ EACH 1 1 Z U U H •�~ CORNER. SEE FLR. O� DRIVEWAY BY ►- Z -j Z ZO 3-1/2" CONC. SLAB w/ PLAN FOR BASE 1 1 Q Q J FIBERMESH REINF. OVER BUILDER- SIZE p 6 MIL VAPOR BARRIER CONCRETE OR 1LL 4" PAVERS SEE FOUNDATION 1 1 w OU FOR PAD SIZE Q W 0 .n •. a 4c° CONC. SLAB OR 1 1 Z = - - - PAVERS PER PLAN 1 1 p � I 1 w O CLEAN COMPACTED 8" x 8' THICKENED ° FILL @ 95% STD. EDGE w/ (1) #5 4 °. 0 CONT. o . ° .e z DENSITY ° a •. a d, °'' � F13 THICKENED EDGE 0 4H**5 Z FRONT BASE NOT USED GARAGE DOOR SCALE: 3/4" =1' COLUMN DETAIL SCALE: 3/4" =1' - p V z>o = 0_-J I— Lu L1 o - IYW0 n 8 CMU -8" C.M.U. FINISH p H O FINISH PER w Z ui 3-1/2" CONC. SLAB PER ELEV. PVC OR SCH40 Z ELEV. TOP (2) #5 x 4'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 TOP (2) #5 x 4'-0" PVC OR SCH40 C9 W Co w/ FIBERMESH FINISH FLOOR CENTERED AT PIPE SLEEVE REINF. OVER 6 MIL FINISH FLOOR CENTERED AT PIPE SLEEVE CENTERED AT PIPE SLEEVE PENETRATION PENETRATION O U VAPOR BARRIER cn V -J O PENETRATING PENETRATING _ Q r.. PIPE 4 a o 4 a a d d o W —Wj Q r,. PIPE a 4 v ---... —Q-----.d .rr�•�4Mri .rA O GRADE LOOP TIE (TYP.) o _ dGl = - - •d Q ° _ _ _ _ — I —1 I Irrl lI I I—I CLEAN U COMPACTED.< FILL - = - , z I - _ I I I — I STRUCTURAL ENG: CFG /BED — Z I 1= I —� —) °0 — a o — I— I—I 4 a d ad I I J ----- -- -- TI —I -- _ — I • 4q 4. I I = i = 4' DRAFTING; PVC SLEEVE MIN. - EI = I -= FOOTING FOOTING PER DIAMETER TO BE 2 -111- 1 I I--=1 11— I 1 I I — ' —1 —1 III—III-- l I— I III —1 I L—III—III'---TRUCT: BM PER PLAN PLAN _i SEE FDN PLAN — _ I _ - - - - PVC SLEEVE I I-) I- FOR SIZE FDN. p PIPE SIZES LARGER ; I - - - 1- 1- �)�r�iN QC CHECK: CC THAN THE —I I �_ & REINF. _ - -I I PLAN FOR L� � C� W ._ _'-- -- --- -- - / SIZE &REINF. S I\ FZ:yRrJ JOB No... TM - 2150515 - PENETRATING PIPE (SIDE VIEW) (FRONT VIEW) --GALE: AsINDfcATED PIPE VERTICAL THRU FDN PIPE PERPENDICULAR TO FND PIPE PARALLEL TO FND °<� �_ __--- � r� r� DATE: 05/26/15 F14 TYPICAL FOUNDATION PENETRATIONS SCALE: 3/4" =1'-0" SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. OF OPENING12 PRE-ENGINEERED WOOD 2x6x12 P.T. TRUSSES @ 24" O/C SHEATHING CENTER BUCK (TYP) SEE ELEV. UPLIFT CONNECTOR PER PLAN W o � STRUCTURAL SHEATHING (SEE SCHEDULE) SHEATHING CLIP EACH TRUSS H DOUBLE 2x4 TOP PLATE PER PLAN SEE ROOF PLAN CLIP EACH TRUSS - SEE MIN 2x4 STUDS @ 16" O/C CLIP EACH TRUSS FOR TYPE ROOF PLAN FOR TYPE I SEE ROOF PLAN FRAME OUT TO IF REQ'D, PROVIDE CLOSURE WALL FOR TYPE BLOCK EDGE FRAME OUT TO • 3/8" DIA. ANCHOR w/ SINGLE TOP AND BASE PLATE w/ BLOCK EDGE - (2) 16d NAILS TO TRUSS. STUDS @ FRAME OUT TO AS REQ'D J 2 X 4 P.T. TOP BUCK 24" O.C. AND EXTERIOR SHEATHING BLOCK EDGE `t H INSTALLED PER NAILING PATTERN Z EXTERIOR SHEATHING ATTACHED i (2) 2x TOP PLATE 0 e PER NAILING SCHEDULE FROM II I (2) 2x #2 SYP Z TOP OF KNEEWALL TO BOTTOM (2) 2x TOP PLATE (2) 2x#2 SYP I SEE PLAN FOR OTHERWISE SP2 CLIPS AT TOP �� SEE PLAN FOR BEAM SIZE w 2x6 P.T. BUCK EACH BEAM SIZE AND SP1 CLIPS AT BASE ARE 2x4 SPF #2 KNEE WALL O � SIDE OF OPENING ITH STUDS @ 16" O.C. U _ REQUIRED. 2x4 SPF #2 KNEE WALL 2 2x PLATE 2x4 SPF #2 KNEE WALL � O w/ STRUCTURAL � PROVIDE (5) 3/$" DIA. J -BOLT W/ 5-1/2" WITH STUDS @ 16" O.C. WITH STUDS @ 16" O.C. 2x PT BOTTOM O 0 2x BLOCKING CRICKET AS w/ STRUCTURAL PLATE SHEATHING FROM TOP Z U EMBEDMENT AT EACH DOOR BRACKET, EACH W STRUCTURAL (2) 2x #2 SYP OF WALL TO BOTTOM OF 0 (n SIDE OF DOOR. PROVIDE 1-1/2"X3/16" THICK REQUIRED SHEATHING ON BOTH SEE PLAN FOR SHEATHING ON BOTH I WALL. ATTACHED PER � W WASHER W/EACH ANCHOR. (1st BOLT TO BE 2x P.T. PLATE SIDES FROM TOP OF BEAM SIZE SIDES FROM TOP OF PRECAST NAILING SCHEDULE m 8WALL TO BOTTOM OF WALL TO BOTTOM OF LINTEL OR 1/2' x 8' A.B. OR TITEN HD @ • _== ( BEAM. ATTACHED PER OTHERWISE SP2 CLIPS " MAX. ABV. CURB � ' REST EQUALLY SPACED BEAM. ATTACHED PER BUILDER FRAME � KNOCK OUT AT TOP AND SP1 CLIPS APPROXIMATELY 24" O.C.) 32" O.C. & 6" FROM EACH END = = NAILING SCHEDULE O NAILING SCHEDULE I RADIUS AS REQ'D COURSEry TOP KNOCK OUT COURSE OTHERWISE SP2 CLIPS AT BASE ARE REQUIRED J w/ (1) #5 CONT. AT TOP AND SP1 CLIPS 1/2'x8" ANCHOR BOLT a MAIN SPAN ROOF TRUSS AT BASE ARE REQUIRED MASONRY OR TITEN HD @ 32" O.C. o _ -- BUILDER FRAME. WALL & 6" FROM EACH END o START BOLTS AFTER GARAGE RADIUS AS REQ'D N CURB (g„ MAX.) CMU I UPLIFT CONNECTOR = W KNEEWALL ABOVE (SEE SCHEDULE) KNEEWALL AT ENTRY4170KNEEWALL AT ENTRY4FOKNEEWALL AT ENTRY D02 GARAGE DOOR4F1MFO o BUCK DETAIL MASONRY WALL SCALE: 3/4" =1'-0" SCALE: 3/4" 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" _ 1'-0" SCALE: 3/4" =1'-0" z o `rlll�ulrrrr w � (2) 2x TOP PLATE 2 2x PT BUCKS ®� e•eoeaesoe®eeeJ%j®s6 ®w O PRECAST LINTEL PROVIDE STANDARD HOOK �° �'L� c� Z Z w/ 1/2" O.S.B. BETWEEN — — (1) #5 IN TIE BEAM w ^" U THREADED ROD PER PLAN MIN. I NOTES: NAIL SCAB TO TOP CHORD = * ir; a ; � 6" FROM END OF CMU I TYPICAL TIE BEAM w/ 3000F4E WITH (4)0.131 x 3 1/4 NAILS — — — - --4 E0 ° psi CONC. w/(1) #5 REBAR CONT. 1. WINDOW AND DOOR ASSEMBLIES TO CONFORM 11 z _ _ w e®+► Q TO 2010 FBC- R ¢ �,. ?° Am � Cr n . STD HOOK ADD 2x4 VERTICAL SCAB IN — / ®e --� 2. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND 'is �` U_ C.. w EACH TRUSS IF NO WEB IS p 'S REFER TO PLAN FOR w INTERIOR FACE OF WINDOW, FASTEN BUCK TO MASONRY PRESENT II (1) #5 BAR IN PRECAST LINTEL r ADDITIONAL WALL FRAMING I a ¢ W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND ESE T rr/ 1111\ INFORMATION I o IF DBL. NAILER IS USED, 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF I� I w, USE 1/4" x 4-1/2" TAPCONS; BUCK (3) 0.131 x 3 1/4 NAILS TYPICAL (2) #5's VERTICAL IN AT EACH TRUSS w GROUT FILLED CELL a. W TYPICAL FILLED CELL w/ 3000 SEE NOTES FOR SPACING 3. BUCKS LESS THAN 2X TO 3E FASTENED W/CUT BLOCKING AS SPECIFIED 2x4 X BRACE ACROSS LENGTH � 11 � z O IN BEARING WALL SCHEDULE psi CONC. w/(1) #5 REBAR VERT. (1) #5 VERTICAL IN U • NAILS OR EQUIVALENT, STRUCTURAL OF SHEARWALL g VERIFY w/ PLAN FOR REQ'D CONNECTION OF WINDOW TO STRUCTURE BY �� GROUT FILLED CELL (IF a�" LOCATIONS FASTEN PT 2x OTHERS IN THIS CASE. NAIL SCAB TO PLATE WITH REQ'D PER PLAN) w NAILER TO MASONRY (3) 0.131" x 3 1/4" TOE NAILS U) - 4. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ( I ENTIRE COLUMN TO c� COY ADDED TO EXISTING 2x BUCKED OPENING, USE II BE GROUT FILLED T 2x4 BLOCKING BETWEENw o CMU WALL AS REQ'D PER PLAN (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. TRUSSES TOENAILED TO SEE PLAN a C1 . z Y 1 (1) EXTERIOR FRAME WALL TO CMU I ° (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL (4) EQ. SPACED 1/2" TITEN HD TO CMU WALL I ANCHORS w/ MIN. 1 3/4" EMBEDMENT FOR HOLLOW BLOCK 4 OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 2x8 3/16" X 3" 12" O.C. 2 @EACH SUCCESSIVE BUCK 1 0DOUBLE TOP PLATE WITH 0.131"x3 1/4" NAILS @ 4" O.C. z o O 5. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR U THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN- REQUIREMENTS ARE MET TRUSS (AS NOTED) Ir - - _ LL O + (FASTENING) TOP Z 6. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO DBL PLATE NOTE: ALL HOOKS AND SPLICES TO BE,'� 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW FRAMED WALL c 5 CONSTRUCTED AND SIZED PER NOTES — -C� TO 2x PER WINDOW MANUFACTURER'S SPECS 0 z � Q D01 VERTICAL REINFORCING W Q o0 D03 BEARING/SHEAR WALL T CMU PT BASE PLATE (MDO 2x BUCK DETAIL W01 CONNECTION OF PERP. DETAIL SCALE: 3/4"=1'-0 WALL CONNECTION DETAIL SCALE: 3/4" SCALE:1/2"=1'-o SHEARWALL TO TRUSS SCALE: 3/4"=1'-0 ROOF SHEATHING - SEE FRAMING 2x4 PLATES OVER Q = V PLAN FOR NAILING SPECS ROOF DECK - SEE a U) .� PRECAST LINTEL, TYP. ROOF SHINGLES: ROOF TILES: NOTE: CUT BACK 2X8 P.T. @ VALLEY FRAMING a LL Lu RECESS WHEN REQ'D SEE TYPICAL HEADER 2x BLOCKING BETWEEN TRUSSES 1. MEETS ANSI/UL 790, 1, CONC. OR CLAY TILES p TOP TO ALLOW CONT. 2X4 FRAMING DETAILS FOR DTL CLASS A, ASTM D3462 2. INSTALL OVER 1x2 PT BATTON STRIPS Z BLOCKING AROUND CURVE. ADDITONAL INFORMATION GLUED AND NAILED AT 6 O.C. MASONRY WALL 2. SECURE w/(4) NAILS EACH ) MIN. 2 TAPCON ANCHORS PER ON 43# FELT{ASTM D 228 TYPE I O �age � SEE PLAN 3. MEETS UL R2453 PROGRAM 3. USE 19/32 OSB OR CDX SHEATHING F- (0 4 i� 1 2X8 (2) LAYERS OF 3/4" CDX PLYWOOD i` it U Z GLUED AND NAILED AT 6" O.C. 26 GA. GALV. FLASHING: O H (3) 16d COMMON STAGGERED TYP. ARCHED RAFTER) �/ i , `' ... o A B c 1. G-90 GALV. COATING -' J NAILS TYP. ( , „ ,�;� �� w -- ( ) NOTE. ,� " i, r a' ,i`� A 2. MEETS ASTM A527 2 v LINTEL r, , " `' ` ,r / D 3. REGULAR POLYESTER f PRE -ENG. COMMON TRUSSES MAY BE Z (SEE PLAN) HEADER PER ,�r J` �'r%� ,� 4. 1.0/0.5 MIL w/ PRIMER - LOCATION USED ILO. CURVED TRUSS LL 5. MIN. THICKNESS 0.01871N. -- (,) 4►�1 2X8 W/ 2) 16d 7/16" O.S.B. HEADER (SEE f, ��, �� 6. CHROMATE TREATMENT W .� TOE NAILS EA. r PLAN , �� , END l EA. SIDE ) SEE FRONT ELEVATION ��,�� v W I¢• FOR WINDOW TYPE �/ HURRICANE ANCHOR AT EACH Z J 2X BLK'G. TO 2x w/ (2) 16d ' , �� 0 i— O 2X4 SPF CONT. O.S.B. w/ (2) - TOE NAILS , TRUSS (REFER TO ROOF PLAN) _ W - EACH END NOTE: ROOF SHEATHING MUST BLOCKING ATTACH TO 8d EACH END 7/16 O.S.B. ,�,^ �� -• I- 7/16" OSB W/ 2 8d NAILS / O 2X STUDS @ 16" O.C. FOR KNEE WALL O O 2x4 SPF CONT. EA. SIDE NOTE: USE SIMPSON H3, � , BE APPLIED AND FASTENED TO BLOCKING ATTACH H4 OR H5 AT EACH END , BASE TRUSS PER PLANS BEFORE lI it �I ELEVATION VARIES U W 7/16 OSB EA. SIDE, W/ TO 7/16 OSB w/ (2) 2X BLK'G. TO ; , ✓ PRE ENGINEERED ROOF o LSTA18 @ 32 O.C. STUD TO PRE -ENG Q W 6d NAILS 16 O.C. TO 8d NAILS OF TRUSS/RAFTER ,, , , , DORMER FRAMING IS INSTALLED. O TOP OF MASONRY z (� O.S.B. w/ 2) - �� TRUSS BELOW TRUSS SLIT ROOF SHEATHING FOR SIDE & TOT' NAILER END VIEW 7/16" OSB EACH SIDE, 8d EACH D (TYPICAL) ` ,i/ ' ` �� STRAP ALUM. DRIP EDGE U) 2X BUCKS, SEE w/ 6d NAILS 16" O.C. 2X4 WD STUD CRIPPLE PRE -ENG. WDJ w TO SIDE & T�P NAILER r , f' �, „ c CONT. ROOF SHEATHING NAIL PER TRUSS, 24 O.C. 2x CONT. SUBFASCIA O MD04FOR MORE INFO. w, i AT 16 O.C. O a 2X BUCKS, END VIEV V 2x4 PLATES OVER ROOF /� , PLAN 2 K DEC -SEE DETAIL BELOW '�,` R- 30 INSULATION — c PROVIDE 2x4 BLOCKING w/(2)16d NAILS VENTED ALUM. SOFFIT ` DOUBLE TOP PLATE 0 �� FOR FASTENING SPECS1/2 DRYWALL z EACH END TO TOP CHORDS OF — TRUSSES BELOW WHEN BOTTOM PLATE 1x2 PT NAILER Q DOES NOT LINE UP ABOVE TRUSS TYP. SINGLE O U BELOW AND CONNECT w/ HTS20 @ 32" TIE -BEAM w/ (1) #5 o O B T O.C. CONT. GROUT Z 41=01 ARCH WINDOW FRAMING DET. (DF01 DORMER FRAMING & 0 TOM SOLID � W00 D FRAME &CMU PLATE CONN SCALE: 1/2"DETAIL =1'-0'. SCALE: 3/4" =1'-0" _ PRECAST CONC. OR POWERS REFER TO ELEV. STEEL SILL TYP. @ ALL FOR OVERHANG w WINDOWS z> WINDOW PER Z W 0 H I— IF A/C IS SUSPENDED FROM TOP FLOOR PLAN U 0 J J PRE -MANUFACTURED 11 1/4" DIA. FLUE W/ 2" MIN. CLEARANCE BETWEEN CHORD (2) 2X4 #2 SYP BLOCKING W CHIMNEY CAP FLUE AND FRAME REQUIRED @ TOP CHORD. TEXTURED — W , ATTACHMENTS SUPPLIED BY A/C 12 1/2" G.W.B. OVER VAPOR CEMTITUOUS FINISH (1) SPH4 EVERY OTHER STUD GALVANIZED FLASHING PER MANUFACTURERS. SEE O � 0 � SPEC.'S COMPANY VV BARRIER W/ R4.1 INSUL. 1/2" MIN, THK. ON W PLAN STANDARD TRUSS BETWEEN 3/4" P.T. VERTICAL CMU 0 N 0 O.S.B. OR C.D.X. GABLE SHEATHING PER PLAN W/ ROOF SHEATHING TOP CHORD VARIES w TOP OF CHIMNEY SHALL BE A MINIMUM 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND 12" n FURRING @ 24" O.C. z W IM OF 2'-0" ABOVE A POINT WITHIN 10'-0" O.C. IN FIELD TRUSS WEBS NOT I , VERT REINF. BEYOND (D 0 = Z OF THE NEAREST ROOF f SHOWN FOR CLARITY w C� 2X4 FRAMED CRICKET W/ GALVANIZED FLASHING p J Z W 2X4 VERTICAL @24 O.C. SEE FOUNDATION W Q �.� CONC. SLAB - 8x8x16 CONC BLOCK U 0 MAX. PROVIDE (4) 10d NAILS i-- — — — — --i PLAN FOR MORE ly — — — — — 2x4 #2 SYP CROSS ;� � 0 TO BOTTOM CHD & (3) 10d * + 2x4 #2 SYP RAT RUNBRACING (AT 45°) W/ INFO MAIN FLOOR� w NAILS TO TOP CHORD + 4 TOP AND BOTTOM MIN I I (3) 12d NAILS TO RAT ELEV 0 -0 2 BAYS PAST A/C RUNS. TYP EACH SIDE „ f1 O A/C UNIT AND PAN , ..�.: LOCATION. MIN (3) BAY 01 MIN. 24 BY SUPPLIERMIN. 24" (4) 16d COMMONS NAILED @EACH END LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE _ Ae—STRUCTURAL ENG: CFG / BED TO EACH TRUSS. TYP DISPOSAL BY A/C I --III--I 11— 1 1 11 1- Q DRAFTING. - GALV. FLASHING *+* EACH SIDE SUPPLIER III—III CONNECTION TO BE I I I SA ..y Q STRUCT: BM - - _ * + 2X4 BLOCKING W/ (2) 16d COMMONS END NAILED i— — — - — — — — — SUPPLIED BY A/C I '� FOR"D QC CHECK: CC 2X4 BLOCKING W/ (2) 16d + TO VERTICAL 2X4's STANDARD TRUSS — — — — — — — — — COMPANY �� {, w o cc JOB No. TM - 2150515 COMMONS END NAILED TO F...r�,� � BOTTOM CHORD VERTICAL 2X4's SEE SHEET SD1 2 SCALE: AS INDICATED FOR FTG DETAILS - - -- -- -- -- + + (2) 2x4 #2 SYP BLOCKING W/ ~ DATE: 05/26/15 + + BLOCKING UNDER A/C SUPPORTS E so A34 OR LUS24-2 EACH PRE-ENGINEEREDCM01 CHIMNEY TB01 A/C IN TRUSS SO TYPICAL WALL SECTION TRUSS SCALE: 3/4" =1'-0„ SCALE: 3/4" =1'-0" _ FRAMING DETAIL CMU WALL SINGLE STORY SCALE: 3/4" =1'-0" SD2 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. SIMPSON HGA-10 2x4 BLOCKING (2) 12d NAILS, ROOF SHEATHING @ 48 O.C. SIMPSON HGA-10PER PLAN TOENAILED @ EACH END.AT 24" O.C. W @ 48" O.C. OSB NOT REQUIRED TO Ir - BE CONT. @ THE Q OSB NOT REQUIRED TO BE CONT. @ THE TRANSITION FROM TOP 2x4 #2 SYP P.T. B OCKING @ TRUSS PER PLAN 0 TRANSITION FROM PLT. TO GABLE TRUSS 2X4 BLOCKING@EA. OUTLOOKER (ROOF 24" O.C. w/ (2) 12d END NAILS (2) 16d TOE NAILS SHEATHING SPAN TO BE 2'-0 MAX.) END@ EACH END BRACE TO LEDGER BEAM TO GABLE 2x4 OUTLOOKERS NAIL W/(2)16d NAILS EA. END DTC CLIP, (2) 8d NAILS - - - TRUSS @ 24"o.c. MAX. INTO BLOCKING, (4) 8d (2)16d NAILS PLT. TO STUD TOP & 2X4 LEDGER w/ (2) 10d NAILS NAILS INTO TOP Q DBL. 2x4 TOP PLT. SHEATHING PER 2 -0 MAX. BOTTOM(TYP.) (END NAIL PLTS. TO STUD) TRUSS TRUSS @ EACH WEB PLATE Z °; W BEAM PER PLAN PLAN ATTACH PER SIMPSON H-10(TYP.) ,._ z NAILING SCHEDULE DTC CLIP, (2) 8d NAILS INTO ❑ DOUBLE TOP PLATE CL FASTEN SIDE WALL „ BLOCKING, (2) 1/4 x 2 3/4" SHEATHING PER MASONRY WALL 4. TAPCONS IN CMU. OR w EXTERIOR SHEATHING. W Z PLAN. IL T KER OR LINTEL SEE ;< SIMPSON META16 � ATTACH PER PLAN FROM W 0 SIMPSON H -10A END NA q. OU LOO PLAN TOP OF WALL TO BOTTOM ❑ 1- W/(2)16d NILS TO TRUSS n 2X FACIA, END NAIL DIAGONALTO DBL. 2X8 BEAM SIMPSON H10A TOP PLT. U W/(2)16d NAILS@EA. 2x8 #2 SPF STUDS AT 16" O.C. O 11 DIAGONAL TO OUTLOOKER MASONRY WALL 2x8 #2 SYP PT. BASE PLATE W/ (D V TOP PLT. STD CONDITION @ CMU HOLD WALL DOWN 3-1/2" OR LINTEL SEE 1/2'x8 ANCHOR BOLT OR TITEN 0 U) PRE -ENG. ROOF TRUSS 2X8's@16" O.C. FOR OUTLOOKERS PLAN . HD @ 32" O.C. & 6" FROM EACH W (TYP.) END SHEATHING PER PLAN = 0 BEAM CONNECTION m FRAME WALL CONNECTION E\✓TI UN 1,_9" MAX. ATTACH PER NAILING 0 SCHEDULE VVAULTED CONDITION @ CMU o TEXTURED CEMTITUOUSSIMPSON DTC, (2) $d NAILS FINISH, 7/8" MIN. THK. INTO BLOCKING, (4) 8d NAILS o TO TOP PLATE a 1/2" x 8" J -BOLT @ 32" O.C. AND u 1/2" GYP. BOARD 6 FROM EACH END w/ NUT & DTC CLIP, (2) 8d NAL INTO = W WASHER BLOCKING, (2) 1/4"x 2 3/4" �- CEILING NAILER TAPCONS IN U. OR 0 AS REQ'D. TRUSS TRUSS SIMPSON META16 SIMPSON A23 @ EACH CMU WALL BELOW z llvrldlY Uj z BRACE TO PLATE LU ��r lrrr',� CL o _ _ # MSTAM-24 TYP. EACH SIDE OF EACH 2x4 SYP #2 BLOCKING, @ 24" O.C. , + •�►` «« N 3 1/4 OLD m 1/2 GYP. BOARD �• STUD. REFER TO WALL SPLICE w/(2) 12d END NAILS @ EACH END. TRUSS PER PLAN o+ • '® ~�• «`; PT 2X8 PLT., C,) ON PT. FURRING ��. CI CANT. FOR CLG. 1/2" J -BOLTS w/ DETAIL FOR FLASHINGLo NAILING (n WASHERS (MIN. A35 DIAGONAL TO REQUIREMENTS (MSTAM 12's MAY ^ o ��+, ` -• Q Z ¢ WALL SHEATHING PER PLAN 2 W+ p SURFACE o m 6" EMBED) MIN. 6" TRUSS BOT. CHORD BE USED AT ENDS WHERE HEIGHT IS LAY 2X4 BLOCKING OVER THE ...s � N J _ LIMITED) LINTEL PER PLAN d: TOP OF THE BOTTOM CHORD. �� EL' O FROM EACH END ® Q• .co Q AND 32" O.C. MAX. ATTACH w/ 2 10d NAILS PROVIDE 16d � 2x WALL, SEE PLAN '.� O @ ,. Fr • NAILS GABLE END EACH TRUSS '�® 6/i �C•.° Oa ¢ TRUSS TO 2X TOP PLATE TO GABLE 'moi •'••® °•• �`e PLT.@12"O.C. END W/ 16dNAILS @6"o.C. STD CONDITION FRAME WALL BEARING CONDITION CMU WALL, P ��LL MAX. NOTE: PROVIDE ADDITIONAL BLOCKING AS REQ'D PER HIB -91 & TRUSS HGA10KT @ 32" O.C. FRAMING FOR FALSE CMU WALL OR BEAM, IF REQ'D MANUFACTURER'S DRAWINGS; CEILING GYP. BOARD IS NOT DIAPHRAGM W S, LINTEL BELOW 2x4 STUDS @ 24" O.C. w/ T NON-BEARING WALL CLIP DETAIL TIE BEAM COURSE SINGLE BASE & TOP PLATE VERIFY IF (GE04 GABLE END VAULTED ED OF06 CONTRACTOR TO FIELD VERIFY WHICH 2 O w/ (1) #5 CONT. w/ PLYWOOD SHEATHING FALSE BEAM CONDITION IS REQUIRED. CONTACT EOR OU COVERING IS REQ'D SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D ❑ , VAULTED CEILING Q, N CMU WALL CONNECTION CLEAR SPAN CONNECTION a 2X4 ATTACHED TO EA. GABLE �" ' 2X4 BRACE WITH (2) 10d NAILS — a r : 0 LL (1) A23 FROM STRONGBACKO C7 V TO DIAGONAL \ 2x6 COLLAR TIE HALF WAY UP v� C U HEIGHT OF VALLEY. FASTEN w/ (5) z *'k* E F 2X4 BLOCKS, (2)16d NAILS @ EA. 10d COMMON NAILS @ EACH END 0. NOTE: REFER TO DETAIL GE02 THIS PAG FOR GABLE END. BLOCK ADJACENT BAYS@ �c�k�►c EA. DIAGONAL AS SHOWN. • • • • (TYP.) > C� BRACING FASTEN ROOF SHEATHING TO O BLOCKS W/ 8d NAILS @ 6" O.C. ATTACH 2x6 RAFTER TO 2x8 I m MID (4) BAYS ((1) BAY AFTER RIDGE BOARD WITH A35 ON o LLI CONTRACTOR TO FIELD VERIFY WHICH BRACE IS REQ'D) ONE SIDE OF RAFTER. I 2 2X8 RIDGE CGE01 GABLE END FLAT CEILING CONDITION is REQUIRED. CONTACT EOR BOARD 2X6 ATTACH A35 ON ADJACENT SCALE: 3/4" = 1'-0" FOR ADDITIONAL INFO AS REQ'D CONNECTION DETAIL RAFTER TO OPPOSITE SIDE 10d COMMON NAILS @ 8" O.C. (AS SHOWN) :"BLOCKING NAILS „ REFER TO PLANS FOR EXACT FASTEN SYP OR SPF 2X6 (MIN. WIDTH) --- cn A S TO 1 -4 MAX ,,/- SIZE OF O.H. PLATE THRU O.S.B SHEATHING �9! Q (D q (THICKNESS PER PLAN) TO �F`y U) �5 CONT. 2X4PRE-ENGINEERED TRUSS BELOW WITH y 0 W Sig 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 ���' z �.._, \ 2X4'S 24" O PLATE TO TOP CHORD OF EACH TRUSS JP O 06 BELOW 2x4 DIAGONAL BRACE @ 48" U Z� O.C. TO 3RD BAY REQ'D w/ 0 Q 2x6 s @ 24 O.C. MAX. � J \ STRONGBACK, SEE CHART W REFER TO PLANS FOR \ _ v f � EXACT SIZE OF O.H. \ / FASTEN CONVENTIONAL 2x VALLEY RAFTER I— 2x4 BLOCKS, 2 16d NAILS EA. (5) 16d NAILS \ ZGABLE BRACING + FRAMING (OR PRE-ENGINEERED VALLEY _ z O @ 1'-4" MAX. END. BLOCK ADJACENT BAYS @ EA. BRACE TO \ SEE CHART O TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 () DIAGONAL AS SHOWN. FASTEN ROOF BLOCKING \ OR LSTA12 CONNECTORS ((5) 8d NAILS) AT SHEATHING TO BLOCKS w/8d NAILS EACH RAFTER TO PLATE CONNECTION U W 14- _ z -� @ 6" O.C. Z z O CONT. 2X4 PROVIDE 2x4 BRACE TO ❑ 1- - W EA. ADJ. DIAGONAL FASTEN 0 l• -- TO DIAGONAL w/(2) 16d STRONGBACK IF U 1.— Lu REQUIRED, SEE ¢ W SIMPSON H10A 11 DIAGONAL TO CHART CF01 FIELD FRAMED Z W GABLE BRACING @ 48 O.C. NOT z: 0 (5) 16d NAILS BLOCKING 2X4'S 24" O.C. REQUIRED 6' FROM EAVES. A A SCALE: 3/4" =1'-0" 0 BRACE TO @ VALLEY DETAIL o n - BLOCKING 45° ; GABLE END SHEATHIN GABLE END SHEATHING NOTE: CONTRACTOR TO NAIL 1st KING z FASTEN PER PLAN. STUD INTO HEADER PER HEADER SCHEDULE THEN ATTACHED PROVIDE 2x4 BRACE TO SPLICE AS REQ'D. SEE GABLE CONNECTION DETAIL FOR 2x CRIPPLES @ 16" o.c. w/ ADDITIONAL KINGS AS REQUIRED J Q EA. ADJ. DIAGONAL FASTEN TO DIAGONAL w/(2) 16d REQ'D CONNECTIONS SIMPSON SP2 TYP. TOP AND SEE SCHEDULE ❑ z NAILS. PROVIDE 2X BLOCKING FOR BOTTOM IF HEADER IS NOT3: H 1 NAILING FLUSH AGAINST TOP PLATE I 2 -ROWS 12d NAILS STAGGERED W 00 11 �� @ 12'' O.C. EACH FACE OR r WHEN STUD LENGTH IS GABLE BRACING @ 48" PRE ENG. TRUSS 3 -ROWS 12d NAILS STAGGERED ❑ (� LESS THAN 12 USE O.C. MAX. 45° FROM HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK TRUSSES 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' RA I N CHART GABLE B C G H GABLE BRACING + O UP TO 41-811 NO BRACE REQUIRED 4'-8" < H 4 7'-0" (1) 2X4 BRACE 7'-0" < H 4 914" (2) 2X4 BRACE (SEE SECTION A -A) 9'-4" < He -141-011 STRONGBACK W/ (1) 2X4 BRACE 14'-0" < H L18'-8" STRONGBACK W/ (2) 2X4 BRACE NOTE:` - FNj PT BOTTOM PLATE - tiG �UiLa�c � JOB No. TM - 2150515 ALL GABLE BRACING ISTD BE SYP#2 OR BETTER I8��,/`:�> = SCALE: AS INDICATED ~ . DATE: 05/26/15 E03 GABLE END FLAT CEILING rGE,02� GABLE BRACING GF09 WALL HEADER DETAIL _ w/ BOSTON HIP SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" - DETAIL D3S men copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014; The information contained in this document Isp p y Y p LSTA30 STRAPS AT EACH I i¢ GREATER HEADER Z W ` O 2X4 BRACE IF STUD WRAPPED OVER I U) O J J REQUIRED Q SEE TOP PLATE &NAILED TO I _ t- (j) W CHART. HEADER EACH SIDE w/ I _ LU 10d COMMON NAILS (11) 10d NAILS DOUBLE 2x SYP #2 w/ 1/2" O 1 @ 6 O.C. FLITCH PLATE HEADER U.N.O. ) W 0 ATTACH JAMB STUDS I ❑ I SEE HEADER SCHEDULE FOR W PER WF08/SD4 CONNECTION INFORMATION z LU m GABLE VERTICAL FILLING AND BLOCKING AS W 0 = Z DOUBLE 2x CRIPPLE I I REQUIRED FASTENED TO ❑ V W V J STUD TYPICAL I I HEADER w/ 2 ROWS OF 12d W Z O — 2ND 2X4 BRACE IF •. U.N.O. ( ) 16" O.C. UNLESS NOTED @ W Q Q _ REQUIRED, SEE I OTHERWISE O xCHART I ? ( 2x STUDS TYP. /2" THREADED ROD EACH SIDE OF � 1 H � A -A GABLE VERTICAL B RACINGV_OR HEADER (CENTERED Win TOP PLATE � STRUCTURAL ENG. CFG / BED 6" FROM JAMB STUDS) w/ MIN 6" Q DRAFTING. EMBEDMENT INTO FOUNDATION ONLY Z @ BRG WALL LOCATIONS W/ UPLIFT W -STRUCT: BM O 000R ❑ QC CHECK CC NOTE:` - FNj PT BOTTOM PLATE - tiG �UiLa�c � JOB No. TM - 2150515 ALL GABLE BRACING ISTD BE SYP#2 OR BETTER I8��,/`:�> = SCALE: AS INDICATED ~ . DATE: 05/26/15 E03 GABLE END FLAT CEILING rGE,02� GABLE BRACING GF09 WALL HEADER DETAIL _ w/ BOSTON HIP SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" SCALE: 1/2" =1'-0" - DETAIL D3S men copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES, INC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. COPYRIGHT MCD 2014; The information contained in this document Isp p y Y p 2x6 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" X 4'/2' SIMPSON SDS SCREWS @ 16" O.C. MAX. ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3'/" SIMPSON SDS SCREWS @ 16" O.C. MAX. IF ATTACHING TO MASONRY USE 2x6 PT SYP #2 LEDGER W/ (2) 1/4" x 2 3/4" TAPCONS AT 12" O.C. EXTERIOR WALL OR TRUSS 12 SEE PLAN SIMPSON H3 CLIP 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES 24" O.C. MAX 4'-0" MAX D01) SHED ROOF DETAIL PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED FOR SHINGLE ONLY ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (4) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY FASCIA PER COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" X 4%" SIMPSON SDS SCREWS @ 16" O.C. MAX. ATTACH TO GABLE END STUDS W/ (2) 1/4" X 3%2' SIMPSON SDS SCREWS @ 16" O.C. MAX. IF ATTACHING TO MASONRY USE 2x4 PT SYP #2 LEDGER W/ 1/4" x 2 3/4" TAPCONS AT 12" O.C. SCALE: 3/4" =1'-0" III 3 III I II II II PANELS _j � III TYP. III II II II II 2x DBL TOP 2 MIN. "SHEATHING U (D Z O NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. „ 3/8 SHEATHING PER OPENING 11 SEE PLAN FORO u III III III II II II II III II II I II MORE INFO E- d F- O ­TI--_rI— PLATE BEYOND 32 w_ _ IL CUTTO FIT 1 2x BOTTOM PLATE II II II II PLAN >_ LL LL o I I II IIII a ° IIII II II II II o T 0 I I II IIII OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE o U_ o p I- 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON NAILS @ 3" O.C. OJ_ CONNECTION PER PLAN — — — — — W O Ng U_ r-% ol SHEATHING DIAGRAM BETWEEN EXTERIOR PLAN z 3" O.C. TO 2x6 VERTICALS N W — — — — — — — — — — — — — — — — — TT 71 � ITS �I 3_ _ O NAIL OPENING PERIMETER w/ (2) ROWS @ 3" O.C. W/ 8d COMMON NAILS aI 'A'= NAIL Q W EACH END LU cn 2X6 P.T. SYP. #2 CONT. w/ (2) I SPACING AF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. m 6 I I I I I I II I I NAIL INT. W/ 8d COMMON NAILS @ 6" O.C. U.N.O. ON PLANS 0 JOINT, MAX.LINTEL SEE SPACED EVENLY VERTICALLY SCALE: 3/4" = V-0" SGD W/ TRANSOM SCALE: 3/4" = V-0" II I I Q STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d COMMON NAILS 1/211 A 1/2" NOTES:®•••••••®r• 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2 ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + + + y. -•.� p� W ®&L W o z @ 3" O.C.— — 0 2X12 BOX HDR w/ 2x8's TOP & BOT. _ III III I I I I I I I I WALL SHEATHING © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER W/ 8d o FASTEN w/ 10d X 3" NAILS @ 6" O.C. 2X8 -1 III III I I II I I I SPLICE, SEE -, COMMON NAILS @ 3" O.C. (2) ROWS @ TOP & BOTTOM A 1/2" TO 2X12 AT WALL TO BE FASTENED TO 1-_ PRECAST LINTEL w/ (2)ROWS STAGGERED Z III OPENING III I I I I I I I SPLICE DETAIL. w H Q (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. W III II ( II 4 II II MAX 1/8 SPACE BETWEEN z U) MEMBER IF GABLE END DOUBLE NAIL EDGE SPACING LINTEL SEE PLAN t III 3 III I II II II PANELS _j � III TYP. III II II II II � o III AROUND III II II II 2x STUDS BEYOND, i i p OPENING 11 SEE PLAN FORO u III III III II II II II III II II I II MORE INFO E- d F- O ­TI--_rI— w= U'2 IIII CUTTO FIT 1 2x BOTTOM PLATE II II II II = >_ LL LL o I I II IIII a ° IIII II II II II o T 0 I I II IIII OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE o BOTTOM w/ 10d NAILS @ i—i-L==ice ILL 1_L1I OJ_ — — — — — —_1I— _IL — — — — — — — — — — — O Ng U_ r-% FLOOR SYSTEM OO 1/8 GAP NAILING PER Z O O EXTERIOR SHEATHING i i p — — — — — — — — — — — — — — — — 11 CUTTO FIT 1 2x BOTTOM PLATE SCHEDULE 2X4 BLOCKING PKT SGD — ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & LL LL o O i OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ STUD SHEATHING SPLICE, TRANSOM SLOPE AS REQ'D U WINDOWS SEE U ol SHEATHING DIAGRAM BETWEEN EXTERIOR PLAN z 3" O.C. TO 2x6 VERTICALS N W SHEATHING & BLOCKING W EACH END LU GYPSUM 2X6 P.T. SYP. #2 CONT. w/ (2) I AF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET WALLBOARD 1/4" X 4" TAPCONS @ 16" O.C. m 0 JOINT, MAX.LINTEL SEE SPACED EVENLY VERTICALLY SCALE: 3/4" = V-0" SGD W/ TRANSOM SCALE: 3/4" = V-0" O Rr-do� uw NOTES:®•••••••®r• 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2 ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION FLOOR SYSTEM OO 1/8 GAP NAILING PER PLAN • O — — — — — — — — — — — — — — — — 11 CUTTO FIT 1 2x BOTTOM PLATE SCHEDULE 2X4 BLOCKING PKT SGD — ATTACH PER MANUF. SPEC'S 2X8 P.T. SYP. #2 TOP & LL LL o OPENING SIZE BEYOND SEE PLAN PLACED FLATWISE BOTTOM w/ 10d NAILS @ o ol SHEATHING DIAGRAM (2) 16d NAILS 3" O.C. TO 2x6 VERTICALS N W EACH END LU AF1 EXTERIOR SHEATHING ATTACHMENT SHEATHING SPLICE DETAIL (PS01 HEADER SECTION POCKET 0 SCALE: 3/4" = V-0" SGD W/ TRANSOM SCALE: 3/4" = V-0" O Rr-do� uw NOTES:®•••••••®r• 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2 ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION + + + + y. -•.� p� W ®&L W o z NOTE: 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) QZ �j PLATE LENGTHS MUST BE AT 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" r 00 � PROVIDE 2X4 ON TOP OF 2X8 OUTSIDE (2) 2x4's EDGE DISTANCE 2x4 #2 SYP BLOCKING - �`' '� LEAST 8'-0" LONG. TYP. PER DETAIL SEE TRUSS PLAN C' 0 Q 11 70 BLOCK OUT TOP PLATE @ 24" O.C. (3) 12d � � �•� e Q � •�' FOR MORE INFO NAILS @ EA. END •• — 2 ROWS 10d @ 3 O.C. ATTACH W/ (2) 10d NAILS O.C. 2" EDGE 3" EDGE 5" EDGE j 0 (SOLID BLOCK w/ 2x6) ALONG w/®j ••+• •��� CONNECTORS LL. 2x4 STUDS PER DOUBLE 2X4 TOP PLATE Z 10d x 3 + + ++ ++ + DOUBLE 10d @ 3' O.C. FRAMING PLAN 10d x 3' @ — TOP SPLICE COMMON z 2x8 #2 SPF VERTICAL J y , ❑ o z w z 4 24 O.C. w/ EXTERIOR �8.. W 3" W CU � ¢ v¢ 2x4 #2 SYP P.T. @ EACH TRUSS w/ SHEATHING & (4) 12d 2 MSN LO;� „ a F- � (4) 12d NAILS INTO TRUSS & (3) 12d NAILS @ EACH BRACING O �BM 5 10d x 3" 4 1/2 too IT _ TOENAILS INTO OTHER TRUSS 2x8 w/ (2) 1 O NAILS p 0 IT a EACH VERTICAL Z r7 2x4 BEYOND AGAINST COMMON r- @ Q , N 2x8 STUDS �, M ;j o x O O c� C7 TRANSOM BETWEEN LINTELS TOP SPLICE COMMON z z •• .• v v w❑ Z SEE PLAN FOR � � i .� .�� Z ATTACH 2X STUDS TO TOP z OPP. SIDE Q Q ¢ LINTEL INFO d C) !>`) n 0- a 10d x 3 SLOPE AS REQ D Q ►'" a PLATE W/ (4) 16d NAILS ((2) ON v I ( 07 I I cn I I z _ a DOUBLE 2X8 EA. SIDE) TYP. AT ALL a OPP. SIDE 2x6 #2 SYP P.T. CONT. w/ (2) U EXTERIOR CONDITIONS TOP PLATE o701 1/4" x 3 1/2" TAPCONS @ 12" `'- 2x8 STUDS PER COMMON O.C. SPACED EVENLY F, '`�5 m _ 10dx3 FRAMING PLAN U BOTTOM SPLICE STANCE PER PKT. SGD O OPP. SIDE DI VERTICALLY ZCC OVER STUD TOP PLATE TRANSITION DETAIL 2x6 U ATTACHMENT BY T 0 (2) 2X4's (2) 2X6's (2) 2X8's BUILDER 2x8 #2 SPF TOP & BOTT. w/ 8d (WFO�1 TYP. BRG WALL TOP PLATE SPLICE STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EACH STUD OR TRUSS MEMBER, TYP. (MAX.24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS w/ MIN. 2" EMBEDMENT @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN D02 LEDGER AT LOW ROOF SCALE: 3/4" =1'-0" — PT POST (AS NOTED) CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. - EXTERIOR BEAM AS NOTED — HTS20 CLIP FROM POST TO BEAM SCALE: 3/4" =1'-0" PLAN PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR SPACING SEE PLAN FOR CONNECTION 2X BIRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. SIMPSON LSTA24 ----`_ EACH STUD 2X BIRG WALL, SEE PLAN —� FOR STUD SIZE & SPACING. MIN (2) 2X UNDER GIRDER (2) 2x COLUMN INSIDE PLY NAILS NAILED AT 8" O/C NAILS @ 4" O.C. TO 2x4 MEMBERS 10� STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C OUTSIDE 2x'S a - (WFO 2x BUILT-UP STUD (3) or (4) 2x COLUMN(PS02 SECTION AT POCKET COLUMN DETAIL SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0.. U SLIDER ROOF SHEATHING, ❑ Z NAIL PER PLAN (2) 2x TOP PLATE xxxx < �,..� ((D g DOUBLE TOP PLATE O (2) 2x BUILT-UP COL. Q �� Z �L SIMPSON SP4 OR 2x BLOCKING w/ 2) 12d 2X4 #2 SPF O atS SP2 @ EACH STUD z ( AC t NAILS @ EACH END BLOCKING @ Q W z 4 IL Q SIMPSON LSTA30 w/ 24" O.C.w/(2) U W(22) 10d NAILS (ALL CORNER 16d END NAILS J CONDITIONS STRAP EACH END w J EXTERIOR SHEATHING _ U) AROUND TALLER STUD) NAIL PER PLAN _ � z PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR SPACING SEE FLOOR PLAN FOR T MORE BRG. WALL INFO x x U W !- x x z J Z (2) 2x TOP PLATE I ( 4. 2X8 #2 SPF VERTICAL @ 24" O.0 ❑ i— 0 DOUBLE 2x BLOCKING w/ — W (4) 12d NAILS @EACH END SEE WF06/SD3 MIN W/ EXTERIOR SHEATHING p H ATTACHED PER NAILING U FOR MORE oSCHEDULE END (4) 12d NAILS Q W INFOR @ TOP & BOTTOM z = 65 2x8 w/ (2) 10d NAILSLu 1 1 Z41 1 N I I I LINTEL SEE 4 @ EACH VERTICAL O ATTACH 2x TO BUILT-UP TRUSS U.N.O. SEE PLAN FOR PLAN PKT SGD CONNECTION w/ (2) ROWS OF 10d NAILS ATTACHEDMENT z STAGGERED @ 8" O.C. BY BUILDER D O F1 SECTION AT DOUBLE BEARING 4F1 WALL STEP @ BEARING PS03 SECTION AT POCKET " = SCALE: 3/4" =1'-0., � SCALE. 3/4 1 o FRAME WALL SLIDER SCALE. 3/4" =1'-0" _ O00 1 � V LAP BEAM PLYS AND NAIL AS SHOWN oz > �.. (5) 0.131 x 3 1/4" NAILS PER PLY U) 0JO 17 HTS20 CLIP FROM POST TO BEAM 2:0„ oM1 H W U EXTERIOR BEAM AS NOTED z9a ��FR ROOF SHEATHING, o��R ROOF SHEATHING Y Cqp TRS FASTEN PER PLAN TRG FASTEN PER PLAN O WW O 1 PLAN VIEW @ TOP OF POST Ss ss ❑ Q H O 2x4 FRAMING @ 24" O.C. 2x4 FRAMING @ 24" O.C. + 2x8 TO UNDER SIDE w � R MAX. w/ SIMPSON H4 TO MAX. w/ SIMPSON H4 T`7 + + OF ROOF SHEATHING Z W PT POST (AS NOTED) + 0 00 LEDGER LEDGER • = Z + + O PROVIDE (4)10d x 3 PROVIDE (4)10d x 3" ++V J Z w ABU POST NAILS AT JOINT NAILS AT JOINT Q Q = Ir BASE (AS NOTED) 10d NAILS @ 4 O.C. 1 Od NAILS @ 4 O.C. 2X6 FACIA 2X6 FACIA j O PER -ENG TRUSSES PER -ENG TRUSSES SEE TRUSS PLAN FOR 2x8 #2 SPF VERTICAL 0• 5/8" THREADED ROD w/ PER PLAN PER PLAN MORE INFO AND @ NUT SET IN ADHESIVE SP4 TO EACH OVERHANG 24" O.C. w/EXTERIOR o. CONNECTION SHEATHING ATTACHED TRUSS CONNECTION (2) 8d TOE NAILS TRUSS CONNECTION (2) 8d TOE NAILS PER NAILING SCHEDULE STRUCTURAL ENG CFG /BED PER PLAN TO LEDGER PER PLAN TO LEDGER 4 — --- - i I & (4) 12d NAILS EACH Q DRAFTING: SEE FOUNDATION 2X4 PT LEDGER W/ 2X4 PT LEDGER w/ (2) TRUSS MEMBER Z \ / PLAN FOR ADDITIONAL CMU WALL PER PLAN 1/4"X4" TAPCONS 2x FRAME WALL PER PLAN STRUCT: BM \ 4 i i / INFO 12" O.C. @ 16d NAILS @ 16" O.C. LINTEL SEE PLAN �� 0 \ 4 / / W QC CHECK: CC ` ITI N PKT SGD ATTACHMENT 2x8 w/ (2) 1 O NAILS @ aUILD��V I� JOB No. TM 2150515 CONDITION @ CMU WALL CONDITION @ FRAME WALL BY BUILDER EACH VERTICAL� - � SCALE. AS INDICATED SIDE VIEW @ BASE OF POST �,.. • p DATE: 05/26/15 D01 CORNER COLUMN FRAMING 4F11 TRUSS SCAB DETAIL NOT USED PSO4 SECTION AT S.G.D. R'N-� SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0 SCALE: 3/4" =1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 3/4" SHEATHING ZW0 TYP. (U.N.O.) 0 SHEATHING PER PLAN I- 2x4 #2 SYP BLOCKING GIRDER ATTACH PER NAILING W @ 48" O.C. W/ (2) 12d A A O I-_0 SCHEDULE 1 TOENAILS EACH END 2X 2ND FLOOR STUDS 2x STUDS @ 16" O.C. SEE PLAN 2x4 #2 SYP ANGLE w 0 = Z 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. INFO. � AGAINST TRUSS FINISH, 1/2 MIN. 1 VERTICAL @ 48" O.C. PRE -ENG FLOOR TRUSS OR TRUSS PER W/ (3) 12d NAILS EACH FIELD FRAME 2x4 KNEE WALL, END STUDS @ 16" O.C. W/ (2) 16d 0 J V �� THICKNESS ON CMU NAILS @ EACH END SEE SYS. 42 FLOOR 3-1/2" CONC. SLAB (2500 CONNECTOR SCHEDULE FOR PLAN TRUSSES @ 24" CONNECTION O.C. (MAX) O.S.B. TO OVERLAP SILL : , .,. z 0 LU \_8d PLATE 1 1/4" (MIN.) 1/2" GYP. CLG BD OR w/ 6x6 10/10 W.W.U p....M (2) 5/8" TYPE "X" WHEN I NAILS @ 3" O.C. WALL IN GARAGE SHEATHING TO BOTTOM PLATE (2) SIMPSON LSTA18 2X4 PT SILL PLT. IF KNEEWALL 8" CMU WALL w �. Q Q = NOTE: REFER TO JOIST MAN. SPECS FOR BLOCKING REQ. S1 2 -STORY CONNECTION I IM DADAII 1 C1 1A/ A l l SCALE: 3/4" =1'-0" 2x STUDS @ 16" O.C. SEE PLAN 2x4 STUDS @ 16" O.C. F� SIMPSON LSTA30 STRAP SOLID SHEATHING EXT. FINISH SEE 1/2" GYP. BOARDSHEATHING PER PLAN (MAX 10° ANGLE) W/ (22) 10d Sy�FT @ HEADER 3/4" SHEATHING TYP. WALL ATTACH PER NAILING PRE-ENGINEERED ROOF NAILS. BEND STRAP OVER SIMPSON SP4 w/ (6) 10d W 2x4 BOTTOM PLATE SCHEDULE TRUSS - SEE FRAMING PLAN TOP PLATE MIN. 3", THEN X 1 1/2 @ 24 O.C. (U.N.O.) 2x BOTTOM PLATE W/ (•-- FOR LOCATION & SPACING RUN DOWN FACE OF JAMB SYSTEM 42 FLOOR (2) 12d AT 12" O.C. DECKING PER (2) 2x SPF TOP PLATE Q STUDS/HEADER D ATTACH SHEATHING TO U.N.O. ON PLAN TRUSSES @ 24 O.C. FLOOR NAILING . MAX. SCHEDULE ; RIBBON BOARD WITH (2) EXTERIOR SHEATHING FROM « --- 4 16d NAILS RIBBON ROWS 8d NAILS @ 3" O.C. « TOP OF WALL TO BOT. RIBBON " FLOOR PLAN FOR MIN. ------- O TRUSS STRAP SEE " -- TO EACH TRUSS SIMPSO FRAMING PLAN FOR ' NAIL PER PLAN HEADER SIZE & REQ'D J STAGGER ROWS 1.5" " (2) 2X SILL AT WINDOW w/ 2x « JAMB STUDS Q (2) 8d NAILS @ 3" o.c. META16 AT ATTACH SHEATHING TO CONNECTIONS • WALL SHEATHING TO MASONRY OR FLOOR TRUSSES WITH (2) ; ; CRIPPLE SUDS AT EACH END Z NAILED TO STUD PACK w/ 10d NAILS = == EACH TRUSS MTS12 AT WOOD 8d NAILS EVERY 3" O.C. STRUCTURAL COLUMN « « IF HEADER IS UPSET W@ 8" O.C. THEN STUDS @ 16" O.C. AND WINDOW IS LOWER: 0 - -- SEE CONNECTOR SEE PLAN FOR SIZE « ATTACH SILL w/ (2) 10d TOE NAILS (1) 2x SILL PLATE w/ (2) W SCHEDULE FOR AND REQ'D # OF DOUBLE 2X TOP z GYP. CLG. BD. ' CONNECTION LATTACH RIBBON TO STUDS PLATE AT EACH END OF SILL (MAX OPEN'G 10d TOENAILS. EACH TRUSS w/ (4) WIDTH 4'-0"). USE A35 CLIP AT EACH EXTERIOR HEADERS LU 2x BOTTOM RIBBON16d NAILS 2X BOTTOM PLATE END FOR OPENINGS GREATER THAN OPENINGS LESS THAN 0 1/2' GYP. WALL BD. OVER OR BLOCKING (PT IF MASONRY WALL " 4' BUT LESS THAN 6' 4FT (1) 2x SILL PLATE w/ 0 RIGID INSUL BETWEEN BEARING DIRECTLY OR FRAME WALL .. DECKING PER FLOOR (2) 10d TOENAILS. (0 P.T. FURRING STRIPS ON ON MASONRY) SEE PLAN SIMPSON MSTAM36 STRAP W/ . • NAILING SCHEDULE SIMPSON MSTAM36 w/ (7) 10d NAILS & Z U 8"CMU (10) 10d TO STUDS & (8)1/4" X " % OPENING LARGER THAN — ". (4) 1/4" X 2 1/4" TITENS IF FLOOR ". 4FT (2) 2x SILL PLATE w/ 0 W NOTE: REFER TO JOIST MAN, SPECS FOR BLOCKING REQ. 2-1/4" TITEN SCREWS TO ." FLOOR TRUSS SEE TRUSSES ARE 20" TO 26"BEEP, "' A35 CLIPS EACH SIDE w/ S1 2 STORY WALL CONNECTION LINTEL COURSE. •• o 4s, 2 STORY CONNECTION •" FRAMING PLAN FOR CONTRACTOR TO USE SIMPSON '' ;; �� m USE SIMPSON MSTCM60 "" CONNECTION INFO.. 2x CRIPPLES @ 16 O.C. • MSTCM60 STRAP w/(20) 16d SINKERS & '" w/ (2) 10d TOENAILS T&B p 4v-1 DC D D W A 1 I SCALE: 3/4" = V-0" nn r.A NT11 F\/F Q SCALE: 3/4" = 1'-0" '� r STRAP W/ (20) 16d SINKERS & « (14) 1/4" X 2 1/4" TITENS INSTEAD OF _ (PLYWOOD SHEATHING 11 A\ d /A�� V � /e�� rnonnic rno ry USE 1/4" X 1 3/4" TITENS) U.N.O. .. NOTE: SEE DETAIL WS11/SD5 w 2nd FLOOR WALL, SEE PLAN FOR MORE INFO = W CONTRACTOR TO PROVIDE FOR MORE INFO. IF PROVIDE BLOCKING STRAPS CALLED OUT WITHIN THIS DETAIL ARE ADEQUATE WATERPROOFING. SHEATHING IS NOT BELOW JAMBS IF FLOOR ��\ ONLY REQUIRED WHEN INDICATED AS SUCH ON �..LL NO CONCRTE SLAB PERMITTED TRUSS IS NOT PRESENT N THE STRUCTURAL PLANS OR WHEN THE O CONTINUOUS TO BOTTOM OF .. FLOOR TRUSS, CONTRACTOR MASONRY WALL SEE STRUCTURAL SHEATHING IS NOT CONTINUOUS �� ,- m �,trworitlllr® TO INSTALL SIMPSON LSTA18 PLAN FOR MORE INFO FROM TOP OF WALL TO BOTTOM OF FLOOR �" ,i ' . Ll' �rj�` u1 d STRAPS FROM EA. STUD TO SYSTEM AND WHEN 3 OR MORE WINDOWS ARE � ° °eee@eOa%j% ��s d O TRUSS IN A ROW (ONLY JAMB STUDS BETWEEN 2X TOP & B IBBONS, ° °'e'%/ pLn WINDOWS) CENTER WINDOWS MUST HAVE CONT. � W LL a°•,r ° W SEE ARCH DWGS FOR LSTA30 STRAPS TOP AND BOTTOM AND EACH C" Q ;Ir6� 2.F Z Z z TOPPING INFO SIDE OF OPENING TO TRANSFER LATERAL MASONRY WALL SEE PROVIDE BLOCKING Q� "� s i , W (i C G a HANDRAIL BY OTHERS LOAD PLAN FOR MORE INFO BELOW JAMBS = (a� I, w I SO GIRDER / COL. CONNECTION SO HEADER CONNECTION �� - d 3/4 PLYWOOD FLOOR _ _ °,°`, J O 2nd FLOOR SCALE. 3/4 —1-0 2nd FLOOR SCALE. 3/4 —1-0 / yy7� �e� � � I DECKING ATTACHED PER @ @ I- �!/I 0` �` � J SLOPE I NAILING SCHEDULE 1111 ROOF SHINGLES: 26 GA. GALV. FLASHING: ROOF TILES: SLOPED BALCONY FLOOR ""- . TRUSS (12"TALL) (60/15/5 MIN. w 1. MEETS ANSI/UL 790, CLASS A, ASTM D3462 1. G-90 GALV. COATING 1. CONC. OR CLAY TILES LOADING W/ LUS26 OR LUS46 PRE-ENGINEERED ROOF F NX 2. SECURE W/(4) NAILS EA. 2. MEETS ASTM A527 2. INSTALL OVER 1X2 PT BATTON STRIPS ) TRUSS - SEE FRAMING PLAN ��� D- 3. MEETS UL R2453 PROGRAM 3. REGULAR POLYESTER ON 43# FELT(ASTM D 228 TYPE 1) TO LEDGER FOR LOCATION & SPACING SyF SIMPSON LSTA30 w/ (22) O FT 10d NAILS (MAY BE 4. 1,0/0.5 MILL. W/PRIMER 3. USE 5/8" OR 19/32" OSB OR CDX SEE PLAN 5. MIN. THICKNESS 0.0187 IN. ° ° DOUBLE 2X TOP ANGLED UP TO 10°) 6. CHROMATE TREATMENT SHEATHING o PLATE SOLID SHEATHING Z'', EXTERIOR SHEATHING @ HEADER QIrs N PRE-ENGINEERED ROOF SEE WS11/SD5 FOR SIM. END o°o FROM TOP OF WALL TO M' TRUSSES @ 24" O.C. a CONDITION ° BOTTOM RIBBON SIMPSON SP4 w/ (6) w o TRUSS STRAP - SEE ° o ATACHED PER NAILING 10d x 1 1/2" @ 24" 0.C:a~ + wL7 R-30 INSULATION LINTEL PER PLAN FRAMING PLAN FOR ° SCHEDULE EACH SIDE o '- CONNECTIONS° o OF WINDOW LOCATION / U TRUSS STRAP SEE ROOF 2x12 #2 SYP CONT. LEDGER W/ ° O C PLAN (3) 1/4"x4-1/2" SDS SCREWS ° ° ---_ 2 2x SPF TOP PLATE h EQUALLY SPACED ° o (2) 8d NAILS @ 3 m ""a nl iIL s U VERTICALLY @ 24" O.C. AND @ ° O.C. TO BEARING EA. END VERTICAL (MIN. 2" JAMB STUDS &FLOOR (2) 2X HEADER - SEE 2ND TRUSS BELOW > O FROM T&B) FLOOR PLAN FOR MIN. � � Q SEE PLAN HEADER SIZE & REQ'D SEE WS10/SD5 FOR ADDITIONAL INFO STRUCTURAL COLUMN — JAMB STUDS 1/2" CEILING GYP. BD. SEE PLAN FOR SIZE 2X BOTTOM PLATE ui ALUM. DRIP EDGE AND REQ'D # OF DBL. TOP PLATEDECKING PER DECKING PER 2x CONT. SUBFASCIA STUDS FLOOR NAILING FLOOR NAILING U HDR. PER PLAN SCHEDULE , SCHEDULE ° � VENTED ALUM. SOFFIT ° FLOOR TRUSS SEE SEE WS06/SD5 FOR WINDOW ,. FLOOR TRUSS SEE Wr^ WINDOW AS SCHEDULEDa FRAMING PLAN FOR SILL / FRAME DOWN INFO f .Z/ '� FRAMING PLAN FOR 0 V J Z (BF01 SECTION AT BALCONY ° CONNECTION INFO CONNECTION INFOJ 0 = Fn 3/4" 1'-0 LL MIN 2x4 STUDS @ 16" O.C. •, � O W SEE PLAN FOR MORE INFO Z 0 TEXTURED CEMTITUOUS > p FINISH, 7/8 MIN. 1/2" GYP. BD. (1) SIMPSON LSTA30 NOTE: 4 j THICKNESS o STRAPS CALLED OUT WITHIN THIS DETAIL ARE Q W z 2x BOTTOM PLATE w/ STRAP W/ (11) 10d TO ° UO (2) 12d AT 12 O.C. ENGINEEREDZ STUDS ABOVE PLATE ° THE STRUCTURAL , ONLY REQUIRED PLANS OR WHEN THEN INDICATED AS E SIMPSON ON Q - SIMPSON LSTA30 w/ -j MID -SPAN BLOCKING TRUSS U.N.O. ° STRUCTURAL SHEATHING IS NOT CONTINUOUS (11) 10d TO STUDS w U.N.O.FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND ABOVE PLATE U.N.O. `%"' 3/4" O.S.B. FASTEN PER PLAN _ ZO R-11 BATT INSULATION WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST C) FLOOR TRUSSES SEE PLAN HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE FLOOR GIRDER OR 0Q FOR DEPTH AND DIRECTION FLOOR GIRDER OR OF OPENING TO TRANSFER LATERAL LOADS BEAM SEE PLAN Z W F_BEAM SEE PLAN J z FLOOR SYSTEM DRAFT HEADER CONNECTION d ~ SO GIRDER / COL. CONNECTION SO SEE DETAILS ABOVE FOR — STOPPING AT 1000 SQ FT REFER TO ROOF PLAN �� O ^' MORE INFO. MAX: DRAFT STOPPING I FOR CONNECTIONS 2nd FL. HIGH BM. SCALE: 3/4" =1'-0" 2nd FLOOR HIGH BEAM SCALE. 3/4 -1-0 U ` V MATERIALS MIN THICKNESS @ QLU SHALL BE 1/2" GYP BOARD Z W �� OR 15/32" OR 7/16" OSB. 0 LU BEARING ATTACH TO FLOOR TRUSS REFER TO PLAN FOR (2) SIMSON LSTA 18 STRAPS (3) 2X STUD PACK ATTACH SEE PLAN w/ 8d NAILS AT 16" O.C. TOP I BUILT-UP COLUMN INFO. CENTERED @ FLOOR W/ (14) PER NAILING SCHEDULE a .:. AND BOTTOM CHORDS I 10d NAILS — PRE ENG. FLOOR SYSTEM - (2) SIMSON LSTA 18 Z LINTEL AS PER PLAN IF NO FLOOR SYSTEM STRAPS CENTERED @ INSTALL KNEEWALL &0' *,: a (4) 2X STUDS FLOOR W/ (14) 10d NAILS PROVIDE SOLID BLOCKING ATTACH 2X STUDS W/ 0 (3) 2X STUDS UNDER COLUMN ABOVE SHEATHING PER PLAN (2) 16d NAILS @ 6" O.C. ATTACH 2X STUDS W/ (2) 16d NAILS @ 6" ? WD. HD. HT: ATTACH PER NAILING SEE PLAN SCHEDULE, O.C. CONTINUOUS FROM TOP OF TOP PLATE TO STANDARD CORNER A -A CALIFORNIA CORNER A -A 11 BOTTOM PLATE. U I- WINDOW AS SCHEDULED i BAND JOIST & BLKG 2X4's @ 16" O.C. OR LVL GIRDER REFER TO PLAN FOR DOUBLE BOTTOM PLATE PRE -CAST OR POWERS I BUILT-UP COLUMN INFO. STEEL SILL, TYPICAL 1/2" GYP. BOARD ON 1x P.T. BEARING WALL PER PLAN (2) H5 TO EACH FLOOR FURRING w/ R-4.1 FOIL BEYOND COLUMNS TRUSS, SLIT FLOOR INSULATION DECKING TO TEXTURED CEMTITUOUS ZW0 c~n 0 I- -1 � W W GIRDER W ACCOMODATE STRAP A A O I-_0 WW ILLI 0 1 f } 2X 2ND FLOOR STUDS SEE PLAN FOR MORE w 0 = Z INFO. � W Co FINISH, 1/2 MIN. TEXTURED CEMTITUOUS WOOD BASE BOARD1/2" I DIA. THREADED ROD WITHIN GIRDER ACCOMODATE STRAP f } w 0 = Z FINISH, 1/2 MIN. 1 6 FROM COLUMN - TRUSS PER 0 J V �� THICKNESS ON CMU 3-1/2" CONC. SLAB (2500 SEE BRG WALL/ 2 -STORY WALL PLAN z 0 LU w/ 6x6 10/10 W.W.U p....M I SECTION FOR MORE INFO. (2) SIMPSON LSTA18 w �. Q Q = I OR FIBER REINF. CONC. I REFER TO FOUNDATION STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS SEE FLOOR FRAMING W Z) Q I— H ON 6 MIL. VAPOR BARRIER PLAN FOR FTG. INFORMATION PLAN FOR FLOOR U CL VERT. #5 IN FILLED CELLI 3-1/2" CONC. SLAB SEE TRUSS LAYOUT FOR SYSTEM INFO. ( HANGER (2) SIMPSON META16 FIN. FLR.WW FLOOR TRUSS TO EXTERIOR m STRUCTURAL ENG: CFG / BED 0 -0 ----- - - - - - MASONRY WALL SHEATHING FINISH Q DRAFTING: co � - _ _ = W/ TOP OF MASONRY H GRADE SEE SHEET SD1 FOR FTG DETAILS I—_' 9: .'=IUj MASONRY WALL ATTACHED PER Z -STRUCT: BM =I -- CLEAN COMPACTEDQC NAILING SC DULE _..:_. --- --- CHECK: - CC = _I PO SON TREATED , ��i� viti� w TRUSS PER W JOB Na TM - 2150515 PLAN SA" .rRD = SCALE: AS INDICATED DATE: 05/26/15 4so TYPICAL WALL SECTION S0 2 -STORY COLUMN S1 WALL TO FLOOR TRUSS "SoSECTION CORNER FRAMING AT . SCALE: 3/4" 2 STORY CMU / FRAME =1'-0" SCALE: 3/4" =1'-0" � GIRDER SCALE: 3/4" =1'-0" CONN. DETAIL SCALE: 3l4° =1._0.. SD5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 2X 2nd FLOOR WALL W/ SIMPSON SP2 EXTERIOR SHEATHING FROM TOP OF 2X8 #2 SYP STUDS @ 16" EXT.FINISH, PER 2x BASE PLATE w/ (2) 12d @ TOP & SP1 @ BASE. CONTRACTOR WALL TO BOTTOM OF SILL PLATE O.C. SEE FRAMING PLAN ILL! ARCHS NAILS @ 12" O.C. MAY USE LSTA19 OR MTS12 @ BASE. ATTACH PER NAILING SCHEDULE FOR CONNECTION & I— Q 2x8's @ 16" O.C. '; APPROVED BLDG.WHEN USE SIMPSON MTS12 OR LSTA18 TO BLOCKING SEE PLAN FOR WINDOW LOCATIONS ( WALL IS CONT. BRG ON ROOF SHEATHING SPACING. 0 MAX (U.N.O.) WRAP BELOW. NOT REQ'D IF TRUSS STRAP STUDS w/ LSTA18 @ ATTACH PER NAILING HANGER BY OTHERS SHEATHING PER PLAN STUD IS CONNECTED w/ 16" O.C. TO TRUSS BELOW) SCHEDULE ATTACH PER NAILING MTS12 OR LSTA18 2X BLOCKING W/ (2) 12d PRE-ENGINEERED SCHEDULE TOENAILS EACH END PLYWOOD FLOOR TRUSS -SEE 2X4 CONT. W/ (2) 12d Q MSTAM24 EACH SIDE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 ATTACH PER NAILING FRAMING PLAN NAILS TO EACH STUD z OF EACH STUD TO 2x8 #2 SYP P.T. SILL EACH END, USE (4) 2 & SCHEDULE w � WALL BELOW W/ (9) PLATE w/ 1/2" EPDXY (2) 10d NAILS. SIMPSON H2.5 EA. TRUSS U) LIJ 10d NAILS AND (5) ANCHOR BOLT OR UNDER WINDOW JAMBS 2X6 #2 SYP CONT. LEDGER W/ (2) Y4'x3" 2x8 #2 SYP SILL PLATE W/ O 1/4"x2 3/4" TAPCONS J -BOLT W/ MIN. 7" USE (2) 2x6 w/ HUC26-2. SDS WOOD SCREWS @ 16" O.C. MAX. & Y2" EPDXY ANCHOR OR w (2) 2x SYP #2 TRUSS PER PLAN PER STRAP EMBEDMENT @ 32 O.C. LOW ROOF TRUSS SEE FLOOR TRUSS SEE PLAN 3 FROM EA. END - USE (3) SCREWS J -BOLT @ 32 O.C. W/MIN. 0 O BUILT-UP STUD PT 2x8 BOTTOM „ & 3 FROM EACH END TRUSS PLAN FOR FOR 24 O.C. 7" EMBEDMENT & 6" FROM U — COLUMNS PLATE O.S.B. TO OVERLAP CONNECTION INFOa EACH END Q z Z 0 (� LEDGER PER PLAN BOTTOM PLATE 1 1/4" SEE PLAN RECESS LEDGER INTO SIMPSON LUS26. USE 1x PT NAILER . (MIN.) TRUSS. VERIFY W/ SHOP a LUS26-2 FOR 2PLY TRUSS = Q 4 LOW ROOF TRUSS SEE DRAWINGS m PT FURRING AS TRUSS PLAN FOR 4..2x8 LEDGER W/ MIN. (4) 16d NAILS C.M.U. WALL SEE PLAN Q (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT REQ'D PER ARCHS CONT. #5 IN TIE BEAM CONNECTIONS (IF MASONRY WALL SEE TO EACH STUD (AT EACH SIDE OF FOR MORE INFO. ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN TRUSS IS CONT. BRG ON PLAN G.T. USE (4) 16d NAILS) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS 8" CMU WALL n a EXT. FINISH, PER ARCHS MASONRY USE HETA16 O.C.) OPT. TRUSS RECESS LEDGER LL @ 24 0 fCD N SPLICE0 AT GIRDER4s, LEDGER G F02 WALL SECTION COMBO LD03 SECTION AT OPEN TO ABOVELD01 W W SCALE: 3/4" =1'-0" SCALE: 1 1/2•• =1 �_0�� TRUSS SCALE: 3/4" =1'-0" LEDGE R SCALE: 3/4" =1'-0" z DETAIL' 0® a I0 LO `• 966086-�`��rs r••— eee �, dee' 6%jZ Z EXTERIOR SHEATHING 2X WALL W/ SIMPSON SP2 @ SHEATHING PER 2x4 BLOCKS, (2) 16d NAILS @ 2X4 #2 SYP NAILER TO STUDS W/ 0Qoo :. i Q W Di z of U �: eq ATTACH PER NAILING TOP & SP1 @ BASE. LSTA19 SCHEDULE OR MTS12 MAY BE USED @ EXT. SHEATHING PLAN ATTACH PER EACH END. BLOCK ADJACENT 3-16d @ EA. STUD. ATTACH TRUSS Cc•e J Q �e3 BASE. ATTACH PER 2x4 NAILER w/ (2) NAILING SCHEDULE BAYS @ EACH DIAGONAL AS SEE 2ND FLOOR WALL TO NAILER W/ (3) 10d TOE NAILS. s a vee' , '� g 2X8 @ 16" O.C. -SEE FRAMING NAILING 10d NAILS@ 16" O.C. SHOWN. FASTEN ROOF SECTION FOR ADDITIONAL. (2) 2X4 #2 SYP BLOCKING W/ PLAN FOR MORE INFO. SCHEDULE SHEATHING TO BLOCKS w/8d INFORMATION ROOF AND EXTERIOR / •eeeeeee 1�4 J O SIMPSON HUC24-2 EA. END 2X BLOCKING W/ (2) 12d 2x4 STUDS @ 16 O.C. NAILS @ 6" O.C. SHEATHING ATTACHED p i aU_ P W/ (4) 10d & (2) 10d NAILS. TOENAILS EACH END PER NAILING SCHEDULE®�//t %I%% USE (2) 2X6 W/ HUC26-2 2x BASE PLATE W/ (2) 12d 1/2" GYP. BOARD w UNDER WINDOW JAMBS. NAILS @ 12" O.C. �� (5) 16d NAILS BRACE ;_;___; `---- 2X8 #2 SYP CONT. LEDGER W/ _ J 2x4 BLOCKING BETWEEN SIMPSON H10A @.EACH TO BLOCKING SIMPSON H2.5 — (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 2 TRUSS TO O '+.rO O STUDS w/ (2) 12d TOE NAILS SEE LD02/SD4 DIAGONAL BRACE PROVIDE 2x4 BRACE TO EACH 2x6 #2 SYP CONT. LEDGER w/ (2) LEDGER 24" O.C. MAX. (INSTALL (4) NAILS 0 EACH END FOR MORE INFO. THREAD ROD A@LL HREA ADJACENT DIAGONAL, FASTEN TO DIAGONAL 2 16d NAILS Y4'x3" SDS WOOD SCREWS @ 16" AT EA. SIDE OF G.T.), • 48" O.C. w/ O O.C. MAX - EQUALLY SPACED & 3 Q�"•' N, '• TRUSSES PER PLAN FROM END OF LEDGER - USE (3) SREWS IF 24" O.C. IS REQUIRED .. --' SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 F1 2x8 #2 SYP P.T. SILL PLATE 2X4 BOTTOM PLATE, A LEDGER w Z "^6j • ' w/ 1/2" EPDXY ANCHOR BOLT OR J -BOLT W/ MIN. 7" CONNECT TO DOUBLE TOP PLATE w/ 16d NAILS � 4 WALL BRACING @ 48 O.C. MAX. 45 FROM RECESSED INTO TRUSS. VERIFY p:.. SEE FLOOR FRAMING PLAN & TRUSS TO LEDGER w C} — z .... 0 EMBEDMENT @ 32" O.C. & 3 " @ 6" O.C.' HORIZONTAL (+/- 10°) BRACE NOT REQUIRED w/ SHOP DRAWINGS WS11/SD5 FOR. MORE INFO. Q _ a o FROM EACH END (2) 2X4 TOP PLATE 6' FROM EAVES. VERIFY PLAN FOR LOCATION AND DIRECTION (IF PARALLEL 8 CMU WALL, 7YP. U w O q PRE-ENGINEERED TRUSS - ° • 4°. 2X BEARING WALL O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4 P11N. " ( ) SEE WS10/SD5 FOR BLOCKING O II ��i, w U SEE FRAMING PLAN FOR C.M.U. WALL INFO. Z SPACING & CONNECTION SEE PLAN a WITH ROOF LOAD OPT. TRUSS RECESS LEDGER O_ 0�• INFO. 4° 4° C.M.U. WALL PER PLAN 2X LEDGER TO UPPER FLOOR WALL w/ 1/4"x 3-1/2" SIMPSON SDS SCREW @ 16" O.C. d 4O S 1 SECTION AT RAISED F 1 SECTION AT OPEN ABOVE F 1 2 STORY FRAME WALL LD04 SECTION AT LOW ROOF w BRA I N DETAIL BRACING SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0.. HEEL TRUSS SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" oW Z A co O J Q SEE TRUSS PROFILE/ARCH PLAN FOR MORE INFORMATION o U 0 Q 0n s Z I I I (2) 2x SPF TOP PLATES I 12 PRE ENGINEERED WD TRUSSES @ 24" O.C. _. 2 Z 2x I I FIBERGLASS SHINGLES OR TILE VERIFY WITH ELEVATION F— 0 lbb (2) HEADER SEE FLOOR 2x I I STUDS SEE PLAIN I TRUSS ANCHOR (SEE PLAN) w z W Q z I PLAN FOR MORE I I _I 0 � WO I INFO I I I ROOFING FELT 0 1 I APA STRUCTURAL SHEATHING ~ I.— —ATTACHED ATTACHEDPER NAILING SCHEDULE Q LU 1 I I z = B I I I W (2) 2x TOP PLATE _ I I 2x SPF I 0 BASE PLATE (2) 2x HEADER SEE PLAN FOR O z PRE-ENGINEERED FLOOR SYSTEMI F O.H. SEE 2nd FLOOR PLAN OR MORE INFO & CONNECTIONS Q KNEEWALL OR BEAM I SEE ELEV. APPROPRIATE HEADER DETAIL - WINDOW SEE PLAN FOR LOCATION 2x #2 SPF STUDS @ 16" O.C. w/ EXTERIOR SHEATHING FROM TOP OF WALL TO - O J Z 0 N (2) 2x SPF I I TOP PLATES I I I BOTTOM OF TRUSS/GIRDER SEE PLAN FOR w = 00 WINDOW ATTACHMENT INFO. IF WALL I— V_ V 2x BLOCKING w/ (2) 12d SHEATHING ISN'T CONT. LST18 STRAPS ARE z ~ B TOENAILS EACH SIDE IF REQ'D FROM STUDS TO GIRDER BELOW Z > I I WALL SHEATHING IS co W 0 J 0 PLI 2x STUDS SEE AN (2) 2x HEADER STOPPED BELOW ROOF LINE SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL z H V) W I 3:Y SEE FLOOR PLAN FOR MORE I ROOF SHEATHING ATTACHED PER NAILING 0 W W 1 I I INFO I SCHEDULE D 0 H 0 PLYWOOD FLOORING SEE - Z 2 V W 2x P.T. BASE PLATE SEE FLOOR FRAMING PLAN I FOR MORE INFO O (n W IM = Z I I I 2x BASE PLATE w/12d @ 24 O.C. I— O BEARING SCHEDULE a:0 FOR SYSTEM BELOW w w J (� � FOR A.B. INFO � >. Z O W SEE PLAN FOR I 0 F• DIRECTION& MORE I_ — — _ — H SEE FOUND. PLAN FOR FTG. REQ. INFORMATION — U a. 1/2" THREADED ROD SEE BEARING AT OPENINGS LARGER THAN 4'-2" ATTACH Q SCHEDULE ON FLOOR PLANS FOR C TOP PLATE TO HEADER WITH LSTA12 BENT O O FLOOR GIRDER SEE PLAN FOR CONNECTION SEE TRUSS LAYOUT FOR TRUSS Q STRUCTURAL ENG: CFG /BED DRAFTING: LOCATION &CONNECTION INFO MORE INFO MAX 5" FROM KING OVER W/ (5) 10d NAILS INTO TOP PLATE t=- Z -STRUCT: BM STUD AND (5) 10d NAILS INTO HEADER SEE CHART FOR REQUIRED IF 2ND FLOOR HEADER SITS OVER 1ST B JACKS /KINGS # OF STUDS TO FLOOR HEADER CONTACT EOR TO O w�LviNy W QC CHECK: CC .- _ __ _ JOB No. TM - 2150515 MATCH BETWEEN FLOORS REVIEW THREADED ROD SPACING SANI~jRD = SCALE: AS INDICATED OF ��' DATE: 05/26/15 F 1 2nd STORY INTERIOR BRG. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE �VF 1 TYPICAL WALL Alai' �' .:. WALL & EXTERIOR SCALE: 3/4,� _ -1'-o�� FOR EXTERIOR 2 STORY WALLS SECTION _ SCALE: 3/4�� -1�-o�� SD6 COPYRIGHT MCD 2014 The information contained in this document is cop righted and is the exclusive property of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES INC Any use duplication or transfer of these documents without the expressed written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES INC. is strictly prohibited. MIN. (3) 2x SYP #2 HEIGHT OF STAIRS - -- @ 3" O.C. TOP AND A35 @ EA. STRINGER AT LANDING BOTTOM CHORD TO LANDING OF LANDING STUDS REQ'D @ END (3) 2x12 2x8 FRAMING PLAN 12,-0" (2) 2x12 W/ SQUASH STANDARD(3)2X12 (1) 2x12 (1) 2x8 BLOCK OR OF LANDING W/ MIN. (6) ( BEAM/FLOOR MI . TREAD DEPTH 2x8 TRUSS PER PLAN 11'-0" STRINGERS W/ 2x6 61-011 16d NAILS FROM 2x6 4'-0" HEIGHT AND PLAN 2x12 STRINGERS ONE (3) 2x12 LAYOUT. HEADER WITHIN SIMPSON A34 CLIP TO 6" MIN. SUPPORT WALL COULD LEDGER TO STUD 6-0" BE REQUIRED. SEE PLAN 2x6 4'-0" FOR REQUIRED HEADER FLOOR SYSTEM AND ORT A34 @ EA. STRINGER PACK INFORMATION, ON TO LANDING 9'-0" A 2x ATTACHED TO 5'-0" to STRINGER (3) 2x12 2x JOIST (P.T. IF 9'-0" (2) 2X BEAM PER ATTACHING TO 71.011 SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT BEAM LINE UP 2xJOIST IN ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" 7'-0" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) 6-0" MIN, (3) 2x4 SPF #2 2x8 8'-0" COLUMN WOOD OR MASONRY LINE WITH MIDDLE BASE PLATE WALL SEE PLAN FOR (2) 2x12 ATTACHED PER PLAN STANDARD (3) 212 (1) 2x12 (1) 2x8 2x6 6'-0" 0 _ s BELOW(OTHERWISE 2x12 STRINGER TO BE STRINGERS W/ SEE ARCH PLAN ATTACH W/ (2) 42d � UTILIZED AS BLOCKING PLYWOOD FLOORING SIMPSON A35 / A34 MAX, 4'-0" ABOVE FLOOR W Q TOENAILS @ BOTTOM) F 0 _ o CLIP TO FLOOR L M1 TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X SYSTEM & LANDING STRUCTURAL ENG CFG / BED 2x6 VERTICAL AND DRAFTING: FACE OF TRUSS 24 O.C. W/ (2) 12d 2xJOISTS @ LANDING QC CHECK: CC NOTCH FLOOR FRAMING 2x4 SILL PLATE W/ 2 O F L -BRACE @ 6'-0" O.C. & SCALE: AS INDICATED TOENAILS BOTTOM z @ 16"O.C. W/ SIMPSON z 05/26/15 SHEATHING TO 16d TOE NAIL EA. @ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d F A35 OR LUS26 HANGER TRUSS W/ (3) Y4" x 3" SDS WOOD ` 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. _a=._ ON EACH SIDE M FLOOR SHEATHING SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL Q J VERTICAL LOCATIONS). 10" MIN. ATTACH 2x4 TO TRUSS N.T.S. TO SLIDE DOWN TO op LL W/ (2) %4''x3" SDS ' FACE OF TRUSS SCREWS EQUALLY 2x4 #2 SPF STUDS ___ SPACED & CENTERED L @ 24" O.C. ATTACH 2x6 VERTICAL 0 IN TRUSS S 2x6 VERTICAL 6'-0" TO TRUSS Y4" x 3" L -BRACE @ 6'-0" O.C. & O.C. MIN. AND @ ANY SDS WOOD SCREWS S @ ANY OPENING 8" WIDE WEB L STAIR WINDER DETAIL A1_011 MAX (2) 2x BEAM PER SCHEDULE EQUALLY 2xJOIST (P.T. IF ATTACHING TO HANDRAIL KNEEWALL WIDTH OF LANDING REQ'D @ END OF LANDING SPACED/CENTERED INROWS TRUSS SEE PLAN MASONRY WALL) CONT LEDGER F OF Od) WLS @ FOR STRINGERS TO MID SPAN BLOCKING TO W/ (3) 16d NAILS @ 16" O.C. MAX. TRUSS TO OUTSIDE CONNECT TO. BEAM TO MATCH JOIST DEPTH W/ (3) TO EACH STUD. ((2) 1/4" x 3 1/2" BEAR DIRECTLY ON BUILT 10d TOENAILS EACH END TITENS @ 16" O.C. MAX. FOR UP COLUMNS BELOW MASONRY WALL) FLUSH W/ OUTSIDE OF A -A PLAN VIEW @ 90 DEGREE TURN LANDING 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR SEE SCHEDULE FOR IMAX WIDTH OF LANDING MIN. (3) 2x SYP #2 N.T.S. 2xJOIST LEDGER (P.T. PLYWOOD SHEATHING STUDS REQ'D @ END IF ATTACHING TO OVER LANDING OF LANDING W/ MIN. (6) MASONRY WALL) ATTACHED PER 16d NAILS FROM L ��,��,� GENERAL FLOOR LEDGER TO STUD3/4" CONSTRUCTION PACK SEE PLAN FOR DEPTH PLYWOOD OR OSB SHEATHING OVER SCALE: 3/4"=1'-0" 16" O.C. 01 NOTES OF LANDING LANDING ATTACHED SECTION X -X MAX �„ t PER GENERAL FLOOR BEAM @END OF lication, or transfer of these documents without the expressed, written consent of-MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. CONSTRUCTION LANDING PER NOTES SCHEDULE - MID SPAN BLOCKING STANDARD (3) 2X12 TO MATCH JOIST SYP #2 STRINGERS W/ �� DEPTH W/ (3) 10d SIMPSON A34 / A35 TOENAILS EACH END SIMPSON A35 CLIP TO FLOOR CONNECTIONS SYSTEM & LANDING z FRAMING MASONRY WALL OR o 0� Z O� LU LL 03 w� U) SEE PLAN FOR MASONRY WALL OR WOOD WALL B B (2) 2x BEAM PER SCHEDULE L 2x JOISTS PER 2x JOIST (P.T. IF ATTACHING TO REQ'D @ END OF LANDING SCHEDULE @ LANDING MASONRY WALL) CONT LEDGER FOR STRINGERS TO CONNECT @ 16"O.C. W/ SIMPSON T (3) 1 H NAILS ((16" O.C. MAX. TO. BEAM TO BEAR DIRECTLY A35 OR LUS26 HANGER TITENSTO EACH STUD. ((2) MAX.1/4"x 3 1/2" ON BUILT UP COLUMNS BELOW ON EACH SIDE MASON @ 16" LL)O.AX. FOR MASONRY WALL) A -A PLAN VIEW as 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS HEIGHT OF STAIRS BEAM @ 3" O.C. TOP AND A35 @ EA. STRINGER AT LANDING BOTTOM CHORD TO LANDING OF LANDING -JOIST PER (3) 2x12 2x8 FRAMING PLAN 12,-0" (2) 2x12 W/ SQUASH SEE AR S. FOR MAX. (1) 2x12 (1) 2x8 BLOCK OR RISE F STEPS AND ( BEAM/FLOOR MI . TREAD DEPTH 2x8 TRUSS PER PLAN 11'-0" (2) 2x12 2x6 61-011 PENDING LANDING 2x6 4'-0" HEIGHT AND PLAN 2x12 STRINGERS ONE (3) 2x12 LAYOUT. HEADER WITHIN ON EACH SIDE AND 10'-0" SUPPORT WALL COULD ONE @ MID -SPAN 6-0" BE REQUIRED. SEE PLAN 2x6 4'-0" FOR REQUIRED HEADER (3) 2x12 AND ORT A34 @ EA. STRINGER INFORMATION, ON TO LANDING 9'-0" A 2x ATTACHED TO 5'-0" to STRINGER (3) 2x12 2x JOIST (P.T. IF 9'-0" (2) 2X BEAM PER ATTACHING TO 71.011 SCHEDULE @ END OF MASONRY WALL) CONT 2x12 STRINGERS ONE LANDING FOR STRINGERS LEDGER w/ (3) 16d ON EACH SIDE AND TO CONNECT BEAM NAILS @ 16" O.C. MAX. ONE @ MID -SPAN TO BEAR DIRECTLY ON TO EACH STUD. ((2) 1/4" 7'-0" BUILT UP COLUMN x 3 1/2" TITENS @ 16" A35 CONNECTION BELOW. O.C. MAX. FOR MASONRY WALL) 6-0" MIN, (3) 2x4 SPF #2 2x8 8'-0" COLUMN WOOD OR MASONRY 5'-0" BASE PLATE WALL SEE PLAN FOR (2) 2x12 ATTACHED PER PLAN MORE INFO BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING 00 (3) 2x12 2x8 8'-0" 12,-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (ATTACH TOP PLATE c (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 61-011 (1) 2x12 (1) 2x8 2x6 4'-0" STUDS W/ (2) 16d TOE (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1)2x8 2x6 5'-0" to 2x4 #2 SPF STUDS @ (3) 2x12 2x8 9'-0" (2) 2x12 2x8 71.011 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (NOTCHED @ 2x6 (3) 2x12 2x12 91-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" 2x JOIST PER NOTE: 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2 HEIGHT OF LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT Q_ PER FLOOR PLAN 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ST01 GENERAL LANDING & STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. Any use, dup W Q PARTY WALL OR CONTRACTOR TO ELEVATOR WALL SEE CONSTRUCT PANELS MAKE PANELS WIDTH PLAN TO SLIDE INTO THE OF ELEVATOR DOOR ELEVATOR SHAFT Q THRU DOOR OPENING, MIN. 7/16" SHEATHING1 3 2 WIDTHS MAY VARY. w W/ 8d RING SHANK PANELS 1 AND 2 TO BE MIN 8" BEARING FOR NAILS @ 6" O.C. ON CENTER PANEL. ALL EDGE AND 12" O.C. IN INSTALLED AND w Z OTHER PANELS TO FIELD SHIFTED OUT TO W 0 ALLOW FOR PANEL � BEAR ON LEDGERS (WHICH IS LONGER) TO p D. ATTACH PLATFORM TO BE INSTALLED LAST U — LEDGER W/ 1/4" X 3-1/2" PLATFORM LAYOUT AND WILL AID LOCKING Z C.) SDS SCREWS @ 12.. EVERYTHING O.C. ON ANGLE TYP. TOGETHER. W FLOOR SY M m MID SPAN BLOCKING W/ (2) 12d TOENAILS 2X6 #2 SPF CONT. O LEDGER W/ (2) 1/4" X LL 1-1/2" SDS SCREWS @ 0 2X6 #2 SPF RIM BOARD o RIMBOARD 6 O.C. MAX INTO W/ (3) 16d NAILS INTO C-4 _ __ STUDS OR FLOOR o JOISTS w W 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH o \ 12" O.C. W/ (3) 160 END END UNDER U_ NAILS FROM RIM JOIST PLATFORM ° O TO JOISTS W/ 2X6 MID W Z �IIIIII w 2X6 #2 SPF 12 O.C. 1� // UL SPAN BLOCKING MAX 6'-0" @ /� � ��I 0- O SEE PLAN FOR A® 'Lo C14 / r V_ tY v ADDITIONAL BEARING % N W o w Z Z WALL INFORMATION _ G�+7► .. MAX 6 0 ! ® 00 rSTO4 ELEVATOR TEMP. FLOOR m SCALE: 3/4° =,'-o MIN 7/16° FLOOR PLATFORM DETAIL SHEATHING . vQe ca 2 Q ". • Q FE ae�� J 0 2x4 CONT. TOP PLATE 'j�' 4� w 3Y2" ATTACH TOP PLATE TO �& e`� O 16d TOE STUDS W/ 2 5 /11111! 2x4 #2 SPF STUDS @ � 32" 2x4 CONT. TOP PLATE 24" O.C. i� SEE ARCH PLAN cn MAX. 4'-0 ABOVE FLOOR NAILS (ATTACH TOP PLATE w 2x4 #2 SPF STUDS @ TO STUDS W/ (2) 16d X X 24 O.C. W/ (2) 12d TOE NAILS 2x6 VERTICAL @ 6-0 TOENAILS BOTTOMO O NOTCH SILL PLATE O.C. MIN. AND @ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) NOTCH SILL AND 2x4 #2 SPF STUDS @ p "? OPENING. W/IN 10d NAILS @ 4" O.C. PLYWOOD FLOORING 24" O.C. EVERY OTHER Q"^ l4�, N . HANDRAIL KNEEWALL (NOTCHED @ 2x6 STUD TO BE 9i +) TO ALLOW VERTICAL M 7 0 VERTICAL LOCATIONS). ATTACHED TO I -JOIST 2x L -BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR NAILS 4" O.C. FACE OF I -JOIST SHEATHING TO ( BELOW OTHERWISE w ACCOMMODATE 2x ATTACH W/ (2) 12d Q ,.., o .. v0 ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) _ 2 2x6 VERTICAL AND TO I -JOIST W/ (3) Y4 x 3" Uca SDS WOOD SCREWS U - L -BRACE @ 6-0 O.C. & 2x4 SILL PLATE W/ (2) EQUALLY SECTION X -X @ANY OPENING 16d TOE NAIL EA. 'I+Illy 1, G U 2x4 CONT. TOP PLATE SPACED/CENTERED IN + + CONT. BRACE & 10d' ATTACH TOP PLATE TO 3 " 45 $ " I -JOIST TO OUTSIDE + + NAILS @ 4" O.C. TO — STUDS 2/ (2) 16d TOE �FACE OF JOIST +8 + 5; � NAILS + + FLOOR SHEATHING � z 0 � 2x4 #2 SPF STUDS @ DOUBLE I JOIST PARALLEL TO FLOOR + ATTACH 2x4 TO I -JOIST a 24" O.C. W/ (2) 12d N.T.S. W/ (2)'4"x3" SDS ui - TOENAILS BOTTOM 3 ,- 2 ,- SCREWS EQUALLY SLICE CUT PLYWOOD 2x4 CONT. TOP PLATE --- I'I`'ll` SPACED & CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO SEE ARCH PLAN IN I -JOIST STUDS W/ (2) 16d TOE MAX. 4'-0" ABOVE FLOOR NAILS X X 8" WIDE WEB 2x4 #2 SPF SILL PLATE STIFFENER @ 48 O.C. Z W/ (2) 10d NAILS @ 4" 2x4 #2 SPF STUDS @ PERPENDICULAR TO FLOOR (@ EA. BRACE) w/ (2) Q W L) O.C. 24" O.C. W/ (2) 12d 2x4 SILL PLATE W/ (2) ROWS OF 10d NAILS @ &5 J is 8* TOENAILS BOTTOM 10d NAILS @ 4" O.C.w 3" O.C. NOTE: O � w — � ' (2) SIMPSON LSTA24 (NOTCHED @ 2x6 STIFFNER TO BE Z La p M VERTICAL LOCATIONS). Q otS �-`� Z � � Zf STRAP (1 EA. SIDE OF NOTCH SILL AND FLUSH w/OUTSIDE OF Q & PLYWOOD FLOORING BOTTOM CHORD U' —� c STUD EVERY 48 O.C. Q TO ALLOW VERTICAL 0N FLOOR BEAM CONDITION TO SLIDE DOWN TO _j (n;� W Z.11 FLOOR BEAM SEE FACE OF I -JOIST w Q g PLAN 2x6 VERTICAL AND L -BRACE @ 6'-0" O.C. & _ Q I" 0 Q < W � ATTACH 2x6 VERTICAL I— w CO Ir 6 TO I -JOIST W/ (3) Ya " x 3" @ANY OPENING V SDS WOOD SCREWS' w w ^Q w EQUALLY 2 I -JOIST SEE PLAN Z W Z Cl J SPACED/CENTERED IN < F— W 0 'F -ACE TO OUTSIDE !^ STO2 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR ~ FLOOR BEAM CONN. SCALE: 3/4" _ ,'-o° N.T.S. Q LU ZW 3Y2" 00 2x4 CONT. TOP PLATEOIL i SEE ARCH PLAN I I — 2x4 CONT. TOP PLATE (ATTACH TOP PLATE c MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO3 1�2„ TO STUDS W/ (2) 16d STUDS W/ (2) 16d TOE TOE NAILS X X NAILS zLO - 2x4 SILL PLATE W/ (2) 0 2x4 #2 SPF STUDS @ -j to 2x4 #2 SPF STUDS @ 10d NAILS @ 4" O.G. 24" 12d2 W/ O.C.() 2x4 CONT. . TOP PLATE W 24" O.C. EVERY OTHER (NOTCHED @ 2x6 TOENAILS BOTTOM ATTACH TOP PLATE TO STUD TO BE L VERTICAL LOCATIONS). STUDS W/(2)16d TOE 32" 1 0W011-0 ATTACHED TO TRUSS NAILS 0 _ s BELOW(OTHERWISE NOTCH SILL AND SEE ARCH PLAN ATTACH W/ (2) 42d � PLYWOOD FLOORING 0 MAX, 4'-0" ABOVE FLOOR W Q TOENAILS @ BOTTOM) F 0 TO ALLOW VERTICAL L M1 TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X STRUCTURAL ENG CFG / BED 2x6 VERTICAL AND DRAFTING: FACE OF TRUSS 24 O.C. W/ (2) 12d QC CHECK: CC NOTCH FLOOR JOB No. 2x4 SILL PLATE W/ 2 O F L -BRACE @ 6'-0" O.C. & SCALE: AS INDICATED TOENAILS BOTTOM DATE: 05/26/15 SHEATHING TO 16d TOE NAIL EA. @ANY OPENING ATTACH 2x6 VERTICAL TO ACCOMMODATE 2x CONT. BRACE & 10d F TRUSS W/ (3) Y4" x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO SCREWS EQUALLY NOTCH SILL AND 10d NAILS @ 4" O.C. _a=._ FLOOR SHEATHING SPACED/CENTERED IN TRUSS PLYWOOD FLOORING (NOTCHED @ 2x6 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS N.T.S. TO SLIDE DOWN TO W/ (2) %4''x3" SDS ' FACE OF TRUSS SCREWS EQUALLY 2x4 #2 SPF STUDS ___ SPACED & CENTERED L @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS S 2x6 VERTICAL 6'-0" TO TRUSS Y4" x 3" L -BRACE @ 6'-0" O.C. & O.C. MIN. AND @ ANY SDS WOOD SCREWS S @ ANY OPENING 8" WIDE WEB L OPENING W/IN EQUALLY STIFFENER @ 48" O.C. HANDRAIL KNEEWALL NOTCH SILL PLATE SPACED/CENTERED INROWS TRUSS SEE PLAN F OF Od) WLS @ FOR VERTICAL TRUSS TO OUTSIDE 3" O.C. NOTE: f FACE OF TRUSS STIFFENER TO BE c FLUSH W/ OUTSIDE OF 2x L -BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR BOTTOM CHORD F NAILS @ 4" O.C. N.T.S. i (ST`03� SECTION HANDRAIL L W/ L ��,��,� L _N_L FLOOR TRUSSES SCALE: 3/4"=1'-0" SANFORD c SECTION X -X �„ t lication, or transfer of these documents without the expressed, written consent of-MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, INC. is strictly prohibited. 00 11 zLO 0 __j -j to Uj W 1 0W011-0 0 _ Z 0 W Q 0 M1 STRUCTURAL ENG CFG / BED DRAFTING: -STRUCT: BM QC CHECK: CC JOB No. TM - 2150515 SCALE: AS INDICATED DATE: 05/26/15 RECORD COPY # 15 m SOS (3(& SPRt,+E 'fit `we