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473 Red Rose Ln 17-2393 (a)
THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.H., 150 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, 7 iIS J111 I 1 I�IG_u,1...�1.��.��, GENERAL CONSTRUCTION NOTES: CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014), NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THI5 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" LOT 300 THORNBROOKE 40S : OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION, EXTERIOR WALL ENVELOPE: BUILDER 15 RE5PON5113LE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 101.2.4 OF THE F.B.C,-BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT AMI=qRHPY 1 [;RR F1 FX/ATTnN r NOT LIMITED TO TLX MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE616TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. a 0 CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A80VE BY NOT LE55 THAN 5/6 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A GARAGE LEFT FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B,C.R. - 5TH EDITION 12014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.62 AND ASTM C 926. TAYLOR MORRISON PER F.B.C.R 5TH EDITION (2014) 8103,6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26`GALVANIZED SHEET GAUGE CORRO61ON-RE616TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) 8103.63 WATER RE516TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL • JOB NUMBER 2700.2.216• CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED 0 CT! � rr3 N a i tom• INCLUDE A WATER RE516TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F-13L.R. 5TH EDITION (2014) R103b.5 OR IN rrrrmr�rrrnrrr ACCORDANCE WITH A5TM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE DRAWING INDEX CONSIDERED AS CONTROL JOINTS. REDRAW NOTES PLAN REVISIONS EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCE56 To EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF DAVIS B EWS COV -GENERAL NOTES INDEX SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DESIGN GROVP 06-19-17 CREATED LOT SPECIFIC PLAN FOR LOT 300 IN � , FLASHING: THORNBROOKE 406 ELEVATION "C" GARAGE — 1. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. a �� �� �� 1 SLAB INTERFACE P PLAN 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 813 a5 . L300 -rte. LEFT UJ/ PLAN OPTION5 INCLUDING: (3) CEILING 818 1800 FAX FAN PRE-WIRE5, (1) ADDITIONAL OUTLET AT 2 A — FLOOR [, I /\ N NOTES THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE B Cots FAMILY ROOM, INTERCONNECT IN WALL WIRE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8, T A L>Ef�TVER CHASE TUBE AT FAMILY Roots, BASIC 2 B —FLOOR PLAN DIMENSIONS WINDOW INSTALLATION: "� 9�. �' SURROUND SOUND INSTALLED PRE -WIRE, 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE KITCHEN UPPER AND 5A5E CABINET OPTION — MANUFACTURER FOR EACH WINDOW. ��® ••® ��® ®�®� ILO NICHE, CALIFORNIA COUNTERTOP AT 2C INTERIOR ELEVATIONS, DETAILS DWELLING /GARAGE OPENINGS: ®®• •° KITCHEN LANAI EXTEN510N VENT HOOD / THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNE55, SOLID CORE (S.C.) OR HONEYCOMB CORE 5TEEL DOORS 3C1 - FRONT ELEVATION °-�'� NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH ASELF-CLOSING DEVICE. � � �®¢ MICROWAVE TO OUTSIDE, OBSCURE GLASS AT VY o o z MASTER BATH AND BATH 2; AND CUSTOM 3C2 — SIDE AND REAR ELEVATIONS, ROOF PLAN FLooD ZONE REQUIREMENTS:y• ®®®z • .® ®` CHANGE TO AREA AT UTILITY / ENTRY / PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. ®®® cy ®®®®®••• • GARAGE / LIVING ROOM FOR AIR HANDLER CLOSET. 303 — FLASHING DETAILS ASPHALT 5HINGLE5 (IF APPLICABLE) : ®®®®t®►►lino ®®®®® T ILS WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 614INGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905:2.6 AND 89052.6.1 GE d 3 C4 — F 'c K to U 00 E A o J ^ W y og M am N N 4 — E LEC -1 RICAL PLAN HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF L pJM �,. L d IL • 00-00 Co .r. a E 11Co Id ' ci —N � �0 04 o�0 CLAY AND CONCRETE TILE (IF APPLICABLE)0 a 0 CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS A80VE BY NOT LE55 THAN 5/6 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT, WHERE THE SEPARATION 15 A GARAGE LEFT FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R1023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B,C.R. - 5TH EDITION 12014) R103.6.1 AND ASTM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO51ON-RE516TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103.62 AND ASTM C 926. TAYLOR MORRISON PER F.B.C.R 5TH EDITION (2014) 8103,6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26`GALVANIZED SHEET GAUGE CORRO61ON-RE616TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3.1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R. 5TH EDITION (2014) 8103.63 WATER RE516TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL • JOB NUMBER 2700.2.216• CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED 0 CT! � rr3 N a i tom• INCLUDE A WATER RE516TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F-13L.R. 5TH EDITION (2014) R103b.5 OR IN rrrrmr�rrrnrrr ACCORDANCE WITH A5TM C 926. STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063-06(1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN 5A5E EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAME5 SHALL BE DRAWING INDEX CONSIDERED AS CONTROL JOINTS. REDRAW NOTES PLAN REVISIONS EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE65 CODES, IF THERE 15 NO ACCE56 To EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF DAVIS B EWS COV -GENERAL NOTES INDEX SPECIFICATIONS 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. DESIGN GROVP 06-19-17 CREATED LOT SPECIFIC PLAN FOR LOT 300 IN � , FLASHING: THORNBROOKE 406 ELEVATION "C" GARAGE — 1. FLASHING SHALL BE IN5TALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. a �� �� �� 1 SLAB INTERFACE P PLAN 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO 813 a5 . L300 -rte. LEFT UJ/ PLAN OPTION5 INCLUDING: (3) CEILING 818 1800 FAX FAN PRE-WIRE5, (1) ADDITIONAL OUTLET AT 2 A — FLOOR [, I /\ N NOTES THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION RESISTANT FLASHING SHALL BE B Cots FAMILY ROOM, INTERCONNECT IN WALL WIRE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8, T A L>Ef�TVER CHASE TUBE AT FAMILY Roots, BASIC 2 B —FLOOR PLAN DIMENSIONS WINDOW INSTALLATION: "� 9�. �' SURROUND SOUND INSTALLED PRE -WIRE, 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS, WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE KITCHEN UPPER AND 5A5E CABINET OPTION — MANUFACTURER FOR EACH WINDOW. ��® ••® ��® ®�®� ILO NICHE, CALIFORNIA COUNTERTOP AT 2C INTERIOR ELEVATIONS, DETAILS DWELLING /GARAGE OPENINGS: ®®• •° KITCHEN LANAI EXTEN510N VENT HOOD / THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/6" IN THICKNE55, SOLID CORE (S.C.) OR HONEYCOMB CORE 5TEEL DOORS 3C1 - FRONT ELEVATION °-�'� NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH ASELF-CLOSING DEVICE. � � �®¢ MICROWAVE TO OUTSIDE, OBSCURE GLASS AT VY o o z MASTER BATH AND BATH 2; AND CUSTOM 3C2 — SIDE AND REAR ELEVATIONS, ROOF PLAN FLooD ZONE REQUIREMENTS:y• ®®®z • .® ®` CHANGE TO AREA AT UTILITY / ENTRY / PLAN MEETS OR EXCEEDS FEMA FLOOD FIN15HED GARAGE FLOOR ELEVATION. ®®® cy ®®®®®••• • GARAGE / LIVING ROOM FOR AIR HANDLER CLOSET. 303 — FLASHING DETAILS ASPHALT 5HINGLE5 (IF APPLICABLE) : ®®®®t®►►lino ®®®®® T ILS WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 614INGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905:2.6 AND 89052.6.1 GE d 3 C4 — F LASHING D E A 2, ASPHALT 5HINGLE5 SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TIDO UNITS VERTICAL IN 12 UNITS 0" 4 — E LEC -1 RICAL PLAN HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE 11 OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF ch Co UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE II, ASTM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. rte ci 04 CLAY AND CONCRETE TILE (IF APPLICABLE)0 THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR "1 RECOMMENDATIONS OF FR5A/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAst)15 DETERMINED IN ACCORDANCE WITH SECTION R3012.13 OR THE RECOMMENDATIONS OF RAS Ila, 119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) 89053.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; A5TM D 2626, TYPE 11; OR A5TM Q c D 1910 OR ASTM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASD 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE) I. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. 0 TUB AND SHOWER AREAS: V) 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1286, C1325, OR 01118 AND INSTALLED iN ACCORDANCE WITH MANUFACTURER �� RECORD COPY RECOMMENDATIONS SHALL BE USED A5 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 5LA6.ON-GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE` TO REVIEWED FOR CODE COMPLIANCE ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR 5PRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT - (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK$. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH y PIANS EXAMINER EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. DATE MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. Q 2. MECHANICAL APPLIANCES SHALL ACCE561BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER BE AS NFORD BUILDING DIVISION 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 O A PERMIT ISSUED SHALL BE CONSTRUED TO BE A AND NOT AS (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.48 mm) SHEET STEEL m LICENSE TO PROCEED WITH THE WORK AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL PREVENT 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO THE CODES, NOR SHALL ISSUANCE OF A PERMIT THE. BUILDING OFFICIAL FROM THEREAFTER MANUFACTURER'5 INSTALLATION INSTRUCTIONS, >= REQUIRING A CORRECTION OF ERRORS IN PLANS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT CONSTRUCTION OR VIOLATIONS OF THIS CODE OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVI51ON5 OF SECTIONS M1411.3, 0 EXHAUST FANS AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHAR6ED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE COMPACTION TEST VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE • (REQUIRED OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. Results to be Verified 3, DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH ""'r" "�—�'•'-""" • at Slab inspection OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 1588 THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES • DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE " THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAX 7 r 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: nLD 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES,NOT RELATED To THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL 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. !r 9 PAYER DRIVE / LEAD WALK AA 3C2 I I1 11 '1.'1P 111114 111111 Ch IM11r: 11111,1N111119' I'd111 2' Ir-oll. 81-011 TAYLOR MORR16ON U6E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5u5TERRANEAN TERMITES = x ro a, G.C. VERIFY ACRYLIC - N~ ON0M N m ON LANAI .'- L.jM LL LL • �; 0 0 0� ti O 00 Ll >E1 � N ON �N. 40 ZG20 8 8 ELEVATION 811 8 II s v Y -6`64"l) 0'-4" d A/C PAD 15' 211 6'-211 8'-811 (VERIFY LOCATION) 4" P.V.C. 11/2" RECE55 FOR SCD. REFERENCE H.B. OL ELEVATION (+) ''011 18 r I'-611 15'-2" 2�-$11 41811 I I GARDEN TILE SEAT ABV, WD15P D.W. M ��.- -- n, HEAD ELEVATION M OL (-) 0'-4" 3'-411 11'-911 8'-11" pFYi'. ^l REE. L J 7 PROVIDE WATER LINE FOR ICE MAKER SIRd- /� n 21-011 21.8" 2'-9p 11 22'-7. I( 11 ca II II REFERENCE \ OL .�ELEVATION `LAV; lxro-GTALT'- Y (+) 0'-011 15'-10" 3'-6" 10'-811 4" P.Y.C. 50 GAL. AF W.H. adv. - I — 3/4" P.V.C.I -A/H ABV. CONDENSATION DRAIN BY PLUMBER 3/4" RECESS I FOR ENTRY DR. 21411 3'-81r 811 I I ELEVATION REFERENCE l) 04" OL ELEVATION (+) 0'-0° ELEVATION n l) 0'-4" Cj,T ,v CJ,f o � roiif - I Z - DRYER WASHER I I WALL A5v. — JL — I I I I PAVERS 811 I I IS' -811 I 811 51-6" 41-411 N.B. I I i m I m i u l I . I on 11/2" RECE55 FOR GAR DR. co PAYER DRIVE / LEAD WALK AA 3C2 I I1 11 '1.'1P 111114 111111 Ch IM11r: 11111,1N111119' I'd111 2' Ir-oll. 81-011 TAYLOR MORR16ON U6E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5u5TERRANEAN TERMITES ' JOB NUMBER 27002.216 ° CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED DAVIS BEWS DESIGN GROUP 15 ATE STREET EAST FLORIDA W77 8 1300 TEL 8 . 1800 FAX VLSBEWS.COM T � A L7E1V\/EFt. EST. �LU ow a �- V) C) ql�r �y r R LU W �co 0 0 OCA c 0 CSC CJ") o rvc �- 0 C) CD o M Immm >mo -< All 1588 G.C. VERIFY THAT DECO DRAIN 16IN5TALLED AT PLANTER6 BETWEEN WALKWAY AND GARAGE * * * * * * SLAB INTERFACE PLAN 6CALE: 1/4" : I'-0 GARAGE LEFT • TI TLE �` • SLAB INTERFACE PLAN • SHEET • x ro Lo V r` 0 N~ ON0M N m .'- L.jM LL LL • �; 0 0 0� ti O 00 Ll >E1 � N ON �N. 40 ZG20 ' JOB NUMBER 27002.216 ° CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED DAVIS BEWS DESIGN GROUP 15 ATE STREET EAST FLORIDA W77 8 1300 TEL 8 . 1800 FAX VLSBEWS.COM T � A L7E1V\/EFt. EST. �LU ow a �- V) C) ql�r �y r R LU W �co 0 0 OCA c 0 CSC CJ") o rvc �- 0 C) CD o M Immm >mo -< All 1588 G.C. VERIFY THAT DECO DRAIN 16IN5TALLED AT PLANTER6 BETWEEN WALKWAY AND GARAGE * * * * * * SLAB INTERFACE PLAN 6CALE: 1/4" : I'-0 GARAGE LEFT • TI TLE �` • SLAB INTERFACE PLAN • SHEET • REFER TO 5NEET 2A2 FOR MAIN FLOOR DIMEN51ON5 ALL EMERGENCY E5CAPE AND RESCUE OPENING5.5HALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * TEMP. GL. ON roll W. -- LOW WALL W1 MARBLE CAP (5EE DETAIL ON 5NEET 2C) ov H.D. DRY5TACKJ LEDGE5TONE (TYP.) it io,:iu. li it 71�Ik1V"Willi1 11111 I8IFTI lRl1-VII 1 IV TION 9'-4.. � AFF.- V5b (2) 26 814. u, HD. AT 84" * EGRE55 PAVER DRIVE / LEAD WALK .rwMw..i DRY5TAGK LEDGE5TONE (TYP,) r.oM. A.FF. �m s J ,L TOM. ig 2x FRAMING (TYP. AT DOOR) BOTT. OF HEADER AT T-8" A.F.F. T.OM 9'-4" A.FF. HATCHING LEGEND IN5ULATE WALL LIVING 1589 5.P, 6ARAGE 39g 5.1=. ENTRY 78 5.P. LANAI 101 5.F. T0T,4L 5Q, FT. 2173 5.1=. MAIN FLOOR PLAN NOTES_ GARAGE LEFT irmn�rni TYPICAL MASONRY WINDOW SCHEDULE LID i� U toO WINDOW WIDTHS DAVIS BEWS DESIGN GROVP 2011 27" 3-P 5311 Y/ 0000) 150 STATE STREET EAST 13.0R1DA 3*77 813: 1300 TEL 813.!, 1800 FAx WINDOW CALL -OUTS L L L' • •°,` ENVM tk94 O O I V / t\w tw ®v � Oita ® 1 (D26° u.r_m W 12 5H 1/2 32 5H 22 5H 32 5H 0.- 0 4 Z w 2,t Z O _ 39" 9 13 514 1/2 33 5H 23 5H 33 5H O cem C) a >70 —< I 0 51" go* 14 5H 1/2 34 5H 24 5H 34 5H 0-9 z 6311 0 15 514 1/2 35 5H 25 5H 35 5H 72" 172 ` 16 5H I/2 36 5H 26 5H 36 5H C.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOW5, W WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER OMANUFACTURER AND 6PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CA5EMENT- C5MT, 0R FIXED GLA55- F.G.) TEMP. GL. ON roll W. -- LOW WALL W1 MARBLE CAP (5EE DETAIL ON 5NEET 2C) ov H.D. DRY5TACKJ LEDGE5TONE (TYP.) it io,:iu. li it 71�Ik1V"Willi1 11111 I8IFTI lRl1-VII 1 IV TION 9'-4.. � AFF.- V5b (2) 26 814. u, HD. AT 84" * EGRE55 PAVER DRIVE / LEAD WALK .rwMw..i DRY5TAGK LEDGE5TONE (TYP,) r.oM. A.FF. �m s J ,L TOM. ig 2x FRAMING (TYP. AT DOOR) BOTT. OF HEADER AT T-8" A.F.F. T.OM 9'-4" A.FF. HATCHING LEGEND IN5ULATE WALL LIVING 1589 5.P, 6ARAGE 39g 5.1=. ENTRY 78 5.P. LANAI 101 5.F. T0T,4L 5Q, FT. 2173 5.1=. MAIN FLOOR PLAN NOTES_ GARAGE LEFT JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED j & 0 irmn�rni X. w LID i� U toO DAVIS BEWS DESIGN GROVP Y/ 0000) 150 STATE STREET EAST 13.0R1DA 3*77 813: 1300 TEL 813.!, 1800 FAx N d .:. L o j" BEWS.COM L L L' • •°,` ENVM tk94 O O I V / t\w tw ®v � Oita ® 1 u.r_m W L �++N 0.- 0 4 Z w 2,t JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED j & 0 nrrarimr.�urrrnrrrrrrirrrrr r • 15881- 77 TLE • MAIN FLOOR PLAN NOTES • SHEET • irmn�rni DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST 13.0R1DA 3*77 813: 1300 TEL 813.!, 1800 FAx BEWS.COM T -OST. •°,` ENVM tk94 i Vic) V / t\w tw ®v � ® 1 �p®ail W Z O Z OC O cem C) a >70 —< I I Fww� go* em nrrarimr.�urrrnrrrrrrirrrrr r • 15881- 77 TLE • MAIN FLOOR PLAN NOTES • SHEET • `2 Ll'. 1I,61i1J,l �ll.W hI _ _l __ III I'9IIli 11 _ i REFER TO 5NEET 2AI FOR MAIN FLOOR NOTING J08NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REWSED K DESIGN GROUP �. UQ to 150 STATE STREET EAST OLDSMAk MORII7A 34677 0 J ho VISBEWS.COM T DENVER 994. 1 N� ~ NiMM (]M . N ` J a M o U. 0 2� ti � J � O -5. 2 oM E ..�roC4 ;: N 4J i t 4a 0� Z-�� J08NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REWSED MAIN FLOOR PLAN DIMENSIONS ECALEt 1/4" = 1411 GARAGE LEFT • T1 TLE MAIN FLOOR PLAN DIMENSIONS • SHEET2B • X---- DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAk MORII7A 34677 813.925.1300 TEL 813. . 1800 FAX VISBEWS.COM T DENVER 994. 1 MAIN FLOOR PLAN DIMENSIONS ECALEt 1/4" = 1411 GARAGE LEFT • T1 TLE MAIN FLOOR PLAN DIMENSIONS • SHEET2B • I 1A LIVING NICHE A SCALE: 1/4" - I'-011 TRU55 GIRDER OPT. UPPER - CABINETS 7 WIRE G SHELF N DRYER VENT W Ep DRYER Flu— BOX DRYER DETAIL C SCALE: 1/4" 1'-0" MARBLE TEMP. CAP GLA55 PLYWOOD TUB PECK T J SHOWER /-RECE55 TUB / SHOWER LOW -WALL DETAIL SCALE: Ill" - 1'-0" 12" DEEP -� CASE KITCHEN WALL CABINETS g SCALE: I/4" = I'-0" G.C. VERIFY SWIM AS POP-UP OUTLETS REQ'D. 1" CA51NG 2x STUDS (PER STD. PLAN) BASE CABINET 1/16110.5B. BACKING I/2" DRYWALL CALI. TOP - SCALE: 1/2" . I'-011 TRU55E6 II \VNLI-11 I VI ATTIC ACCESS DETAIL SCALE: 1/2" - I'-011 PLAN DETAILS - SCALE: 1/4" - I1-011 GARAGE LEFT Irr DAVIS BEWS DESIGN GROVP PLANT SHELF - 800 FAX BEWS CC7M `r co %% e 1 0 .) N 00 .tl C Nr NS11 A pN(n(0� Q Q cem0 L L >>jM a zz� L 0 0 6— o° J 0 w7r Ce �o O TO o ------ >7 0 _< _ML_ . MASTER SUITE Vi 11 a� r-- 12" DEEP -� CASE KITCHEN WALL CABINETS g SCALE: I/4" = I'-0" G.C. VERIFY SWIM AS POP-UP OUTLETS REQ'D. 1" CA51NG 2x STUDS (PER STD. PLAN) BASE CABINET 1/16110.5B. BACKING I/2" DRYWALL CALI. TOP - SCALE: 1/2" . I'-011 TRU55E6 II \VNLI-11 I VI ATTIC ACCESS DETAIL SCALE: 1/2" - I'-011 PLAN DETAILS - SCALE: 1/4" - I1-011 GARAGE LEFT Irr AAAAAA. JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED rII1r�A�l DAVIS BEWS DESIGN GROVP X w w 800 FAX BEWS CC7M U 100 %% e 1 0 .) N 00 .tl C Nr NS11 A pN(n(0� Q Q cem0 L L >>jM a V) L 0 0 6— o° J 0 w7r Ce �o O o ------ >7 0 _< _ML_ . AAAAAA. JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED rII1r�A�l DAVIS BEWS DESIGN GROVP EASt RIDA 34677 300 IVJL tACsTp1Fzr 800 FAX BEWS CC7M T A" " T7ENVER %% e 1 W s w ®0 V) 00 .tl C Nr NS11 A Q Q cem0 V) 0 c w7r Ce �o O o >7 0 _< . 1588 , • TITLE • PLAN DETALS • SHEET2 C • X11." rk LQ;� �c'¢w 0� CO C�. ch co c ° a z _j 11/2" THICK SAND FIN15H KEY5TONE — (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411EDITION (2014) R103.6.1 AND A5TM C 1063: THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" -- P-0" CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOUDEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A. MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE. SECTIONS OF WINDOW6 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R - 5tH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 12 5.9 � SHINGLE Z SHINGLE ROOF 12 12 G.C. VERIFY 6 BANDING Q 5.9 ALUMINUM OVER RODE � 2x6 SUB -FASCIA (TYPICAL) T.O.M. BANDING T.O.M. 4" BANDING TEXTURED �--- (TYR) FIN15H 2" BANDING ❑OO ❑D❑ (TYPJ 6" BANDING TEXTURED 0" FIN15H (T BANDING ❑ 1:11717-1 L��___�1 ❑ E ❑ � 5Q (T BANDING ITYP.) (TYP) 01AMM1111. `� LEDGESTONE (TYP) D D D D❑ D❑ D -_ s DRY5TACKD DGES ONE (TYPJ FINISH FLOOR LINE _ - FIN15H FLOOR LINE GOPYRIGHT 2014, TAYLOR MORRISON GRADE LINE (ASSUMED) FRONT ELEVATION SCALE:1/4" I'-0" JOB NUMBER 27002.216 CAD FILE NAME L 0 T 300 T8 ISSUED 06-19-17 REVISED x w DAVIS BEWS DESIGN GROVP ro ESX T •DENVER: 1994 r� J hrn 0 , N 0$0M L >JM L. L 8 LL Cc ron 00 01 co 3�E �04 rL �0) or, �j00 z � 0 JOB NUMBER 27002.216 CAD FILE NAME L 0 T 300 T8 ISSUED 06-19-17 REVISED ELEVATION "C" GARAGE LEFT TITLE • FRONT ELEVATION PARTIAL FLOOR PLAN PARTIAL SLAB INTERFACE DETAILS • SHEET • DAVIS BEWS DESIGN GROVP TATE STREET EAST FLORIDA 34677 13.925.1300 TEL 25. 1800 FAX AVISBEWS GOM ESX T •DENVER: 1994 r� ELEVATION "C" GARAGE LEFT TITLE • FRONT ELEVATION PARTIAL FLOOR PLAN PARTIAL SLAB INTERFACE DETAILS • SHEET • lla,llLl z MAIN ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2174 SQ. FT. / 300 = 7.25 SQ. FT. X 144 =1044 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 521.76 SQ. IN. * UPPER 2/3 ROOF VENTS REQUIRED = 4 TOTAL SOFFIT VENTILATION NEEDED 101 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. ;HANG P ROOF PLAN, 5CALE: Iib" - 14' 11/2" THICK SAND FIN15H KEY5TONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING �c CLEAR OPENING HEIGHT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 12 INGHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE L095T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED, OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 INCH DIAMETER SPHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.13L.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.E.C.R. - 5TH EDITION (2014) 83122 TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE. 3" : 1'-0" GIRDER 12 12 GIRDER TRI,ISS 5.5 TRU55 ROOF T 55E5 12 AT 24" O.C. 12 (TYPICAL) - 1�>5.9 PLANT 6HELF A.H. OPEN TO MASTER _ GARAGE LIVING DINING SUITE FAMILY LANAI 011 SECTION AA. SCALE: 1/8" = I'-0" 12 5HINGLE 12 5.9 ROOF 5.9 12 12 Z SHINGLE 5.9 G, C. VERIFY ALUMINUM OVER ROOF? T.O.M. 2x6 50 -FASCIA (TYPICAL) /r T.O.M. 2'-0" TEXTURED TEMP. TEXTURED TYRIr o, TEXTURED FINISH �- TEMP. @' OBS. FINISH - "` RETURN FIN15H 055. * F.G. AT 51DE6 FINISH FLOOR LINE_ _ _ _ _ _ FIN15H FLOOR LINE GRADE LINE (A55UMED) LEFT ELEVATION SCALE: 1/8" -- I' -V' 12 12 5.9 I% 12 J/ Q 5.9 G.C. VERIFY ALUMINUM SHINGLE.� 59 SHINGLE OVER 2x6 5U5 -FASCIA ROOF ROOF (TYPICAL) T.OM. /� T.O.M. ---- TEXTURED �IN15H =1NI6H FLOOR LINE -� TEXTURED FINISH e _ _ _ _ — _ _ _ TEMP. jj_TEMP. _ e co e co * "' TEXTURED FIN15H °' FIN15H FLOOR LINE GRADE LINE (A55UMED) REAR ELEVATION, SCALE: 1/8" - 1411 5HINGLE 12 ROOF 5.9 12 // 12 SHINGLE 12 5.9G.G. VERIFY ALUMINUM OVER R0�/`7 2x6 SUE FASCIA (TYPICAL) _ Tam _ FIN15H FLOOR LINE a _ -� TEXTURED FINISH e _ _ _ _ — _ _ _ TEXTURED FINISH — = _ _ _ _ _ _ _ e co x TEXTURED = - FIN15Hzo FIN15H FLOOR LIN J ro GRADE LINE (A55UMED) RIGHT ELEVATION 5CALE: 1/8" - 14 • JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED �rr.rrrr•r.w�. x J ro 0 .j N� 150 STATE STREET EAST OLDSMAJR, RA MA 34677 813.1300 TEL cq o$0M T A • EhTVER. ST. 19 I Q jM :j =* �`= 0 °°°°GOOD 6 6 ��• AIB 1 0 0> n i� 8% coo E FL:z ro,, G,. 3:5cm _m 6 y 0tl V) 0-20 Z10 1-- 0 • JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED �rr.rrrr•r.w�. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAJR, RA MA 34677 813.1300 TEL 813. 1800 FAX L7A BEW&COM T A • EhTVER. ST. 19 I :j =* �`= 0 °°°°GOOD AIB 1 i� oC G,. O V) N. 0 1-- 0 C) rie C) oc 0 �j ���rurr�Mll•111•IO.I�II 1588 • TITLE • SIDES AND REAR ELEVA77ONS ROOF PLAN DETAILS BUILDING SECTION ELEVATION "C'' GARAGE LEFT • SHEET • 3C2. F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAP PER )F FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT ----__SHEATH & EXT, FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE ....... . .. . - ;:` `aid SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING K w o NOTE: SEE STRUCTURAL SHEETS N' 15/32 O.S.B. SHEATHING FOR INFORMATION NOT SHOWN. Q ��M 2X EXT WALL 0 0 �= n J � ~O BUILDING WRAP BEYOND .wr - FLASHING TO EXTEND 36" E PROVIDE SELF ADHERED Z RUBBER � � �++N � y 'ro m f+ FLASHING UNDER S.G.D. AS i I MEMBRANE BEYOND I SHEATHING W/ EXTERIOR FINISH a� - SHOWN, PROVIDE 1 BEAD OF BUILDING WRAP BEYOND PER BUILDER co CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER FLASHING. PROVIDE FLASHING am UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND DECK FLASHING, BOOT AT POSTS Cc LL AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL I STUCCO STOPID WATERPROOF MEMBRANE #3 - BUILDING WRAP TO GO OVER FLASHING WATER PROOF CAULKING I I i EXTERIOR FINISH I WATERPROOF MEMBRANE �/- I PER BUILDER #2 I _ _ FLOOR SHEATHING ' ' I � FLASHING, PROVIDE SELF ADHERED ----. �:�� �... . , . FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" FLOOR i F WATERPROOF MEMBRANE TRUSS FLASHING TO BE FLEXIBLE SELF L i 2X8 TRIM BOARD j #1 ADHESIVE TYPE (MIN 6 WIDE) i i PRECAST LINTEL STUCCO "J" MOLD PROVIDE SELF ADHERED SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST SEE STRUCTURAL FOR .p 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6" CONNECTORS (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX FLOOR TRUSS TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH TYPICAL FLASHING AT PRECAST USP HTA2o STRAP EA. JOIST 8' E S BLOCK SEE STRUCTURAL `�`� au AND EXTERIOR SHEATHING TEXTURED pry, IriMO .IIIII.I.IIi..A CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ISSES AT 24" O.C. ,RICANE STRAP PER )F FRAMING PLAN BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT ----__SHEATH & EXT, FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE ....... . .. . - ;:` `aid SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING JOB NUMBER 27002.218 • CAD FILE NAME LOT 300 TB IssueD -06-19-17 REVISED EXTERIOR SHEATHING WALL COVE R I N V , �1 DAVIS BEWS wFgry� FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING DESIGN GaovP R RESISTIVE BARRIER EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL 150 STATE STREET EAST RFsisT ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER f8139 � o" WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS ;lsooAx. BEWS.COM eqR REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. T,,�' ; R .�� PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE .1_ WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. ®�''® BARRIER .®® �••®.... �� oi'® R703.2 WATER -RESISTIVE BARRIER Z�•� ®®° ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH = o SILL PLATE ��E �' w -'. (SEE DETAIL B F,P ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 2 FOR OPTIONS) .� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (61MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND ®s,�®®® eP CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. a. m ® R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING ��`„ a z° FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR J FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT -� ...... NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6° WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS Y 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND a 3. MECHANICALLY FASTEN As NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE V ) ORM RE OF THE FOLLOWING OR OTHER APPROVED METHOD: O E O INSTRUCTIONS, OR R APPLICATIONS NOT 0 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING S O FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE WEATHER / EXTERIOR BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR ' RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE sILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 2 (ASSEMBLED 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. WINDOW) FLASHING 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. i FLASHING DO NOT FLASH 0 < OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. fu INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. 1588 BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW • INSTALLATION sILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS N.T.S. • TI TLE • FLASHING DETAILS • SHEET • K w o N' o� Q ��M 0 0 �= n J � ~O .wr o � C o E � � �++N � y 'ro m f+ o� o zr�� JOB NUMBER 27002.218 • CAD FILE NAME LOT 300 TB IssueD -06-19-17 REVISED EXTERIOR SHEATHING WALL COVE R I N V , �1 DAVIS BEWS wFgry� FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING DESIGN GaovP R RESISTIVE BARRIER EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE TEMPORARILY SECURE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL 150 STATE STREET EAST RFsisT ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER f8139 � o" WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS ;lsooAx. BEWS.COM eqR REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. T,,�' ; R .�� PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE .1_ WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE. ®�''® BARRIER .®® �••®.... �� oi'® R703.2 WATER -RESISTIVE BARRIER Z�•� ®®° ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH = o SILL PLATE ��E �' w -'. (SEE DETAIL B F,P ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 2 FOR OPTIONS) .� ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (61MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND ®s,�®®® eP CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. a. m ® R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING ��`„ a z° FLASHING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR J FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT -� ...... NOTES: COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED (MIN. 6° WIDE) CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS Y 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND a 3. MECHANICALLY FASTEN As NECESSARY TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT TYPICAL SLIDING GLASS DOOR FLASHING DETAIL DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE V ) ORM RE OF THE FOLLOWING OR OTHER APPROVED METHOD: O E O INSTRUCTIONS, OR R APPLICATIONS NOT 0 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING S O FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE ADDRESSED IN THE FENESTRATION MANUFACTURERS, IN ACCORDANCE WITH THE FLASHING MANUFACTURERS NECESSARY IN CORNERS RESISTIVE INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE THROUGH FLASHING BARRIER SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE WEATHER / EXTERIOR BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR ' RESISTIVE SHEATHING PROTECTION AT THE HEAD AND SIDES. BARRIER TAPE sILL PLATE 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 2 (ASSEMBLED 1 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. WINDOW) FLASHING 2 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. FLASHING 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. i FLASHING DO NOT FLASH 0 < OVER BOTTOM 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. fu INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) CONSTRUCTION. 1588 BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW • INSTALLATION sILL PLATE 6. AT WALL AND ROOF INTERSECTIONS. 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 7. AT BUILT-IN GUTTERS. WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL FLASHING DETAILS N.T.S. • TI TLE • FLASHING DETAILS • SHEET • WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —,, OVER RIM JOIST AND UP WALL BY 6 IN, SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) 90 WEATHER RESISTIVE WINDOW UNIT BARRIER _'`• ,,— DOOR ROUGH OPENING - 34'4' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING may-- SELF -ADHERED FLASHING SUBFLOOOO/R RIM JOIST SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F- WIRE LATH V SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT SHEATHING NEEDED IN CORNERS ADHESIVE 3/4" 1" BEAD OF CONSTR INSTAL SELF ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING —�� 5HEATHING THROUGH SELF -ADHERED TEXTURE 1 1/2" TO 2" FIN15H COAT FLASHING SELF -ADHERED FLASHING BROWN COAT ° 5CRATCH COAT ' 5ELF-FURRING H ICAL r >I'':::..':`:`.`''?s'.:'s:-._ REFER TO TEC N LATH SCORED TWO LAYERS WR5 ° WEEP 5CREED RELEASE PAPER TERMINATE SELF COMPATIBILITY ADHESIVE FLASHING _ _ AT LOUDER N05E OF ° SELF -ADHERED FLASHING-° / SELF -ADHERED FLASHING,. (BEFORE FOLDING, SCORE 5ELF ADWE51YE ° EXTEND A MINIMUM 6 RELEASE PAPER TO EXPOSE -•--FLAWALLSNING NRY BLOCK WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —,, OVER RIM JOIST AND UP WALL BY 6 IN, SEAL TOPS OF JOISTS -- UNDER DECKING (SEE DETAIL WP07) 90 WEATHER RESISTIVE WINDOW UNIT BARRIER _'`• ,,— DOOR ROUGH OPENING - 34'4' BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING may-- SELF -ADHERED FLASHING SUBFLOOOO/R RIM JOIST SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER F- WIRE LATH V SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT SHEATHING NEEDED IN CORNERS ADHESIVE 3/4" 1" BEAD OF CONSTR INSTAL SELF ADHERED ASPHALT ADHESIVE EXTERIOR SHEATHING —�� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED VERTICAL RISE OF 1 1/2" TO 2" THRESHOLD OF DOOR AND RETURN FLASHING SEE WINDOW FLASHING SELF -ADHERED FLASHING FLASHING AT KNEEWALL UP JAMB 6". USE LIQUID NAIL BRAND FLANGED (SEE DETAILWP01) CONT. GALV. "12 813.925 00 TEL.. H ICAL r >I'':::..':`:`.`''?s'.:'s:-._ REFER TO TEC N WEATHER PROOF CAULKING OR EQUAL WE SCORED SEALANT r LETTER ON CHEMICAL :.:>:'1:: WILL NEED TO BE RELEASE PAPER MITER CUT AND COMPATIBILITY o CAULKED ALL BUTT OVER ROOF ° SELF -ADHERED FLASHING-° / SELF -ADHERED FLASHING,. (BEFORE FOLDING, SCORE FLASHING DETAILS ° EXTEND A MINIMUM 6 RELEASE PAPER TO EXPOSE ° FROM ADHESIVE AS SHOWN) r ORTII OLY ............. 0 THRESHOLD 0EO r SECTION -A (SEE LL wrn DETAIL WP02) FLASHING INSTALLATION SELF -ADHERED FLASHING WHERE ROOF MEETS VERTICAL WALL CSC r` z V CONT. GALV. FLASHING PER SELF -ADHERED MANUFACTURES NAILING FLANGE FLASHING SPECIFICATIONS OVER ROOF r DO NOT FLASH OVER r r SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UN R DECTAIL INGWP0 SHINGLES W/ TAR BOTTOM NAILING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER E SHINGLE PER FLANGE SHEDDING LAPS CONTRACT SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WIN WALL SHEATHING/ CONT. GALV. „L„ ASPHALT SEALANT: TEXTURED, PAINTED EXTEND MIN. OF 6" FLASHING PER EXTER. WALL FINISH ASPHALT BASED OUTSIDE OF FLASHING MANUFACTURES SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP BEHIND FLASHING CRICKET AS (REQUIRED AT ING A SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF MINNIMUMOD6"ABOVE .. BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER DIVERTER FLASHING Miy J J ; DRIP EDGE Y FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH HOLD EXTERIOR FINISH 2" ABOVE 1.:,� ROOF drat z::::� :'i as J. ; FLASHING •J. AZA :r CAULKING \ \ J J J 01 FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN, V ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER FLASHING GALV.'L` FLASHING TYPICAL. ROOFING FELT --DRIP EDGE FASCIA FIGURE 3. CORNER DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL WI METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER 7/16" O.S.B. 7/16" O.S.B. SHEATHING SHEATHING ' KEEP TOP EDGE OF WEEP >' METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 3112" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY JOB NUMBER 27002:216 WEEP SCREED • CAD FILE NAME LQT 300 TB MAINTAIN METAL FLASHING 3-1/2" ISSUED 06-19-17 UNPERFORATED FLANGE 7/8" FLASHING W/ TAR VERTICAL RISE OF 1 1/2" TO 2" ABOVE ROOF FLASHING AT KNEEWALL \ CONT. GALV. "12 813.925 00 TEL.. ' ALL INSIDE AND FLASHING PER MANUFACTURES SEALANT u.;,3',,. '> WILL NEED TO BE SPECIFICATIONS MITER CUT AND o CAULKED ALL BUTT OVER ROOF ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED SHINGLES W/ TAR FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS j cm0 COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF 0EO SHINGLE OVER LL wrn FLASHING W/ TAR FLASHING INSTALLATION "L" WHERE ROOF MEETS VERTICAL WALL CSC r` z V CONT. GALV. FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER �tpGO CONTRACT pe RppF GK METAL DRIP EDGE' ,9'-4ys GAF BE UNDER UNDERLAYMENT Al lFgFq�gc sr7 ROOF EAVES q ROO �oF pEcy o qy , 4, %2 S10 Np�R4PyMEN� \ \ �Np pP TYPICAL ROOF TO '�'c�gq�,y o,� ' �c oRs� \ WALL FLASHING DETAIL 3Rp�ooRse �NGoo a � o�s� 5� ZNp Go�\ RAKE METAL DRIP EDGE 29 TO BE OVER 5 2 „ EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" CERTAINTEED WINTERGUARD GABLE ENDS T FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT .r EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" O WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FIGURE 4: VALLEY DETAIL CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL WI METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER 7/16" O.S.B. 7/16" O.S.B. SHEATHING SHEATHING ' KEEP TOP EDGE OF WEEP >' METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK 3112" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY JOB NUMBER 27002:216 WEEP SCREED • CAD FILE NAME LQT 300 TB MAINTAIN METAL FLASHING 3-1/2" ISSUED 06-19-17 BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" ABOVE ROOF x DECORATIVE FINISH U To 813.925 00 TEL.. 813.925 O FAX ALL INSIDE AND J �0 OUTSIDE CORNER WILL NEED TO BE MITER CUT AND o CAULKED ALL BUTT 2 r/ j cm0 03�E 0EO LL wrn N �+0�T }� CSC r` z V BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 1 1/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS DECORATIVE FINISH SHEATHING 813.925 00 TEL.. 813.925 O FAX ALL INSIDE AND TAMPA � , OUTSIDE CORNER WILL NEED TO BE MITER CUT AND o CAULKED ALL BUTT NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. G JOINTS NEED TO BE ®°® ° EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL SLAB OPTIONAL DETAIL XAII=C:D cr-lQf~r:n nl=TAll SCALE: NOT TO SCALE 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF WEEP SCREED V BELOW FINISH FLOOR SELF -ADHERED - FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.5. TITLE • FLASHING DETAILS • SHEET • DAMS BEWS DESIGN GROUP 150 STP. EAST OLL7SMAR, RIDA 34677 813.925 00 TEL.. 813.925 O FAX 'WWW.L7A SCAM TAMPA � , EST. 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.5. TITLE • FLASHING DETAILS • SHEET • 4/0 ALU. CABLE MAIN DISCONNECT METER �C COMBO - SQUARED DISC. REFER TO FLOOR TYP. 14 AND M2 COPPER TO PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL '10 COPPER TO WATER HEATER UNDEI�ROUND 06 COPPER TO RANGE SERVICE BY 04 COPPER TO 5/6 GROUND ROD POWER COMPANY ALSO SERVICE TO BE BONDED t0 FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC, CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. LECTfRfCAL <E`' K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER P. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE *c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT c#En FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FANLIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) [511 CHIMES (OPTIONAL) Ii PUSHBUTTON SWITCH (OPTIONAL) ® CAM MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBO MONO. COMBO DETECTOR TELEPHONE (OPTIMAL) M TELEVISION (OPTIONAL) 0 THERMOSTAT ELECTRIC METER *� ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIMAL) cU1> ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G ROUGH -IN FOR OPt. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERRIIPTER5 (GRI) AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWNG HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.., 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERtOP) TELEVISION.. J4" 3, ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETi CTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECITATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NRP.A.10, NEC. 2011, F.BC.R - 5TH EDITION (21'014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. & ALARMS SHALL RECEIVE THEIR PRIMARY POUTER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. GF.I. HORIZ— MAKE-UP LIGHTS METER W.P. GRI. FOR _ T.U�G. SERVICE COACH�` COACH LIGHT � LIGHT H.B. MICROWAVE OUTLET +14" G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED ELECTRICAL PLAN- GARAGE LEFT • JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED �I x w 150 STATE STREET EAST OUXWAR, FLORIDA 39677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWSCOM TAMPA • DEN� C U 00 0 -' N' n 'w Y/rn �w tAN�r j co L 6 °`0V. 0.0 �� n 0 rr� 0 � � O o cg E � o, so -0 410 ow z of • JOB NUMBER 27002.216 • CAD FILE NAME LOT 300 TB ISSUED 06-19-17 REVISED �I 1588 , • TITLE • ELECTRICAL PLAN • SHEET • DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OUXWAR, FLORIDA 39677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWSCOM TAMPA • DEN� EST. 1994 1588 , • TITLE • ELECTRICAL PLAN • SHEET • ILII 1111 l� AL1 __ 1 _� 1_IIIIIII WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C COATINGSMETAL A O D ' j'' C GENERAL N O E S IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 1 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 10 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT - 39.6 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICA'T'ED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 5/13/2014 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES, INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. AND A MAXIMUM WATER/GEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1$5 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY AND METHOD UNLESS SPECIFIED OTHERWISE BY D THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED. IN LIEU OF WWF. TRUSS ENGINEER OF RECORD 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH"THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATEDGALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITH LIMITED STORAGE = 20 PSF PSI (f m = 1900 PSI) GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS IN -FILL COMPONENTS = 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN, 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM WALL AT THE TOP & BOTTOM & MAXIMUM V-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING &LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d. NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24")PLUS 6" MIN PAST BOTTOM CHORD. CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-63). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, 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 -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc II= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv = 285 Fv =285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 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 WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAYBE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'5 (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/74" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ICO 1/2" J -BOLT TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA, SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/7-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT, BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF,T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-I1-4CH (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S4 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA GO O5 10 (+) 29.7 (+) 29.7 - 32.1 - 39.6 (+) 28.3 (+) 28.3 20 (-) 30.8 - 37.0 5/13/2014 (+) 26.6 (+) 26.6 50 (-) 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 - 27.7 - 30.8 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" + + (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 5 Y 55 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION 8301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 ROOF FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS UPDATES NUMBER DATE DESCRIPTION 1 5/13/2014 CREATED ELEV. A,B,C AND A W/ LANAI 2 7/21/2017 UPDATED ELEV. A & C W/ LANAI W! BFS TRUSS PER TB -152 AND TB -300 <G Z n .0 - Y d� 0 `✓ Z oZ o O u� In ujO U W z m O O LL Lu = W 00 LLi Lu 4' �kicn ¢ Z uj®'. t� ®0 00 ui a z ®®'s®6669®•O° �®®�� m u. w d O � l V U O O � w ULu QM z U O _ o O ZQ� U 0 m ' 9 O d O Q� <� u H U ft a � w Z U O W z z U �Q0 LL�m i Z U ~ ° ° a O �wO_- w r -j U ozw 8 _ ¢ H _ 1:M Z Z <WZ0 d w O U U 4 L NKK Q W V Z 0 0 O W Q W z W a :r .. .. a C� Fn z 0 < 0 _j u 0 Z_ _ zc) 0 U) 0 -� Lgui 00000 1 Lu La V_ w U) Ill 0 J Z .WLIC V a0= Ian ry O U � F- U) STRUCTURAL ENG: " Q DRAFTING: z w____ -STRUCT: DJ 0 9 U) _ - - __-_- - -- _. __--- QC CHECK CC r _-- _ JOB No. TM - 2171009 SCALE: AS INDICATED ~ DATE: 07/25/17 si FOUNDATION NOTES: 1. PROVIDE MIN, 6 MIL, APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. PROVIDE 3-1/2" 300OPS1 CONC. SLAB W/ 6x6xWI.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH, MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION, GG TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). 1F SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 (MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.G. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. FOOTING SCHEDULE dp w/ #5's EQUALLY SPACED EA. O12"X12"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O24"x24"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"xl2" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z D 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. 3Q36"x36"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. dp w/ #5's EQUALLY SPACED EA. O48"x48"x12" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. (L dp w/#5's EQUALLY SPACED EA. O60"x60"x16" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM (6'4" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. QI INDICATES GRW,I -FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. FOUNDATIO N PLAN 1 /4"=1'-0i' Q Z 1J � D 4 .0 — — eY D N Z D .LD.I (L J � LuU 0 J L lu Z h - LL Z .. uj ®� M ®®�® O�®® �• ®®° ®®®� a ®° 00 at :C0 Z W : w 00 t'.. © U m� °% ¢ ®• J -r° 000 �j ®°� Z , 666000 0-0 W m CL O O p Z Q • C� t �l O� ^` p C6 w W • u O `- _ UO c O U o o a Z V 9�gt U O :+ O o= O Q M L u.i W H U F-- z Q� Z Q L.�,. U „ U) LLI ZOQU_ wO 06 W JQ O M� z� � 0 =E Z 0 F- c, 0 . aj -c NH -F U)az4o 8 _ p Q 5 Q 0O1nu.6 07 0 H�wui o ZZ H Q¢�zo E z ig O Q°- J W QLu LU N Z W N Q ° J o U.Q v I-- UJ Z W w (D a 0 Z O 0 Z_ � V _ �.• O M 11 F- z�0 = Q W J n 0 0000 1 W z �M U)J w �... W Z .�.�...... o W D O �.� . Q Ea- � F- U � 1-- U) STRUCTURAL ENG: *** Q DRAFTING: h Z W_._ -STRUCT: DJ .___-_.______...-..__— QC CHECK: CC ............ Lu JOB No. TM - 2171009 SCALE: AS INDICATED ~ DATE: 07/25/17 S2 111 11 111 iiul V111 ouIT ITTIII i 1u, I IIIIIII'll' II 1, IiI 1M,�II 12111 L I _ NOTE: SEE PAGE 54.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND Qui zo �Q 9'-4" T.O.M. = 11'-0" T.O.M. uj ® = 12'-0" T.O.M. = INTERIOR/EXTERIOR uj- - - BEARING WALLS VERIFY w ILI HGT. W/ ARCHITECTURAL PLAN U.N.O. N z O I_ Z 00 Lu © CL' 00 U (/) Z LU J m p LL. W S W . O.\ LLj oo co w ��•P d m � w w 181111 J CL 2 U O O p z cl k I Z� c Lu .- •O z 2 U 0 0 U a LL O Z o o in Z 90 o 0 ❑ a Q m Lu v U 0 Z Z LL cn U ti OLu ^ J r'nv L 0 O 0S w OZ Lu E U Z UOQvui- e 0 w J 2— oz c>8 Q . 5 z (D 0 F- W W P Z zDc Q Q W Z 0 3 E} O L3:0az Sy Lu u- < N (i LL W N < LL per " o 0 a w O Z W 0Z w n0. O z 0 d O J p 0 z 3: V _ p Z0)O = p W J n 000 w�kw �Jz uj u U 0 UJ Lu Q0_ 0F - U 0_ 0 I� STRUCTURAL ENG: Q 1- z -STRUCT: DJ w _,... 0 QC CHECK: CC U5 _ — _..._..._._. JOB No. TM - 2171009 ROOF FRAMING P m SCALE: � AS INDICATED - - ----- -- . . .... T— DATE: 07/25/17 1/4'1=11-0111 4 U U NOTE: SEE PAGE 54.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND Qui zo �Q 9'-4" T.O.M. = 11'-0" T.O.M. uj ® = 12'-0" T.O.M. = INTERIOR/EXTERIOR uj- - - BEARING WALLS VERIFY w ILI HGT. W/ ARCHITECTURAL PLAN U.N.O. N z O I_ Z 00 Lu © CL' 00 U (/) Z LU J m p LL. W S W . O.\ LLj oo co w ��•P d m � w w 181111 J CL 2 U O O p z cl k I Z� c Lu .- •O z 2 U 0 0 U a LL O Z o o in Z 90 o 0 ❑ a Q m Lu v U 0 Z Z LL cn U ti OLu ^ J r'nv L 0 O 0S w OZ Lu E U Z UOQvui- e 0 w J 2— oz c>8 Q . 5 z (D 0 F- W W P Z zDc Q Q W Z 0 3 E} O L3:0az Sy Lu u- < N (i LL W N < LL per " o 0 a w O Z W 0Z w n0. O z 0 d O J p 0 z 3: V _ p Z0)O = p W J n 000 w�kw �Jz uj u U 0 UJ Lu Q0_ 0F - U 0_ 0 I� STRUCTURAL ENG: Q 1- z -STRUCT: DJ w _,... 0 QC CHECK: CC U5 _ — _..._..._._. JOB No. TM - 2171009 ROOF FRAMING P m SCALE: � AS INDICATED - - ----- -- . . .... T— DATE: 07/25/17 1/4'1=11-0111 4 BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG SPACING SPECIES CAP. BLOCKING TOP BOTTOM (pif) BW1 16" SPF (3)12d (3)12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN BW2 16" SPF ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD @ 48" O.C. 1160 If 1rd. PT. BW3 16 SPF ADJUST AS REQ'D TO MISS STUDS p 3 BW4 12" SPF (3) 12d (3) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 1/2'' THREADED ROD @ 48" O.C. 1160 pif MID -SPAN BW5 12" SPF ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD @ 48" O.C. 1160 pif 2rd. PT. BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS BW7 16" SYP (3) 12d (3) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 1/2" THREADED ROD @ 48" O.C. 1160If BW8 16" SYP ADJUST AS REQ'D TO MISS STUDS p MID -SPAN 1/2" THREADED ROD @ 48" O.C. 1 BWLa 16" SYP ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd, PT. (3) 12d (3) 12d NO BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 1/2" THREADED ROD @ 48" O.C. 1160If BW11 12" SYP ADJUST AS REQ'D TO MISS STUDS p MID -SPAN 1/2" THREADED ROD @ 48" O.C. 1160 pif 2rd. PT. BW12 12" SYP ADJUST AS REQ'D TO MISS STUDS STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2' THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS 'INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE W/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O�(2)2X4UILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN C (4)2X4 SPF #2 BUILT UP STUD COLUMN O O(2)2X6 SPF #2 BUILT UP STUD COLUMN E (3)2X6 SPF #2 BUILT UP STUD COLUMN O F (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O44 SYP #2 POST MO 6x6 SYP #2 POST O8x8 SYP #2 POST OP 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES <8>3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTUAL COVER NOTES. 3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. QS 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. 5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. 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 WOLIMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN, 7"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRIG, WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131 " x 22' 1 Od .148" x 3" 12d .148" x 34" 16d .162" x 321" 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 1 1:1 1 r I:IP" if IIIIFINVIt''IA➢11 Iof 171"1f Pon 9 114' 1 II IY _.. I I_ I __ _:- 111 .1 W i _ STANDARD CONNECTOR NOTES FIALLRUSS/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 H1OA-2 FOR 2 -PLY U.N.O. ON PLAN 3, CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ION PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D, PER LOCATION. LARGER HEADER MAY BE INSTALLED W/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2 FROM TOP AND BOTTOM FOR 2X6 AND ;2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. (NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR. REQ'D. WOOD SCREWS. 6. IF HEADER ISNOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. mmmma APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG CONNECTOR SCHEDULE FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) BEAM SCHEDULE 16d NAILS H2x8 TAG SIMPSON CONNECTOR TYPE VALUES SPF(Ib) VALUES SYP(lb) TAG BEAM SIZE CONNECTIONS El META16 w/(7) 1 Odx12" NAILS OR META20 w/(7) 1 O x 1 " NAILS FRAME TO CMU 1450 1450 16d NAILS TO POST; SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL 62x8 (2)2x8 #2 SYP WITH 1/2" FLITCH PLATE TO MASONRY: SIMP, HU48 OR HUC48 w/(6)1 Od NAILS & (14)4"x2t" TAPCONS ON MASONRY: (1) SIMP: MSTAM24 16d NAILS (2)META16 OR (2)META20 (1)ply TRUSS (10)10d x 12" NAILS (2)ply TRUSS (12) 16d x 12" NAILS FRAME TO CMU (1)ply 1985 (2)ply 1900 (1)ply 1985 (2)ply 1900 3 H10A w/(18)10d x 12" NAILS OR (2)ply TRUSS H10A-2 W/(18) 10d x 1 i„ NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H1OA 1340 H10A-2 1245 16d NAILS H3xl2 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) TO POST: SIMP, HTS20 OR LSTA18 16d NAILS HEADER SUPPORT # JACKS/KINGS B2x10 (2)2x10 #2 SYP WITH 1/2" FLITCH TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)lOd. El HTS20 w/(24)1 Od x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 4'-0" TO 7'-11" 2 2 PLATE NAILS & (18)4'"x2t" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 E(AT (2)HTS20 w/(24)10d x 12" NAILS EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 El H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST`. SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B2xl2 (2)2x12 #2 SYP WITH 1/2" FLITCH PLATE (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x 3" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 MTS 12 w/(14)1Od x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ❑MGT 8 w/(22)1 Od $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3140 3140 TO POST: SIMP, HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 O NAILS HTT4 w/(18)16d x 21' NAILS & $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 10 HGT-2 w/(16)10d NAILS w/g' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 6280 6280 B3.5xl l.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2j" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 11 HTSM16 w/(8)1 Od NAILS & (4) 1"x 24" TAPCONS FRAME TO CMU 1020 1175 TO POST: SIMP. HTS20 OR LSTA18 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 2 1.75 x11.87 LVL O 5 TO MASONRY: SIMP. HU410 OR HUC410 w/ 10 10d ( ) 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 NAILS & (18)j'x2j" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928plf TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 63.5x16 (2) 1.75"x16" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2t" TAPCONS 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 17 MSTC40 w/ (52)16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP, HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 DLTT20B 18 w/(10) 1 Od NAILS & $" EPDXY ANCHOR w/SIMP, SET EPDXY MIN. 7 EMBED. COLUMN TO FTG. OR CMU 1290 1300 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE HTT4 w/(18) 16d x 2z' NAILS w/ " EPDXY ANCHOR w/SIMP. 1g SET EPDXY MIN. 7" EMBED. -AT LVUPSL COLUMNS USE COLUMN TO FTG. 3640 4235 63.5x20 (2) 1.75"40" LVL TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (18)#10x12" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 1 2" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 " U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE 21 MSTCM40 W/ (14) 16d SINKERS AND (10)'1/4" x2-1/4" TAPCONS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS IRDER TO COL./ BEAM 9100 4095 STANDARD BEAM NOTES 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"4-3/4" SIMPSON TITENS & (10) 10d NAILS FRAME TO CMU GRAVITY:5085 UPLIFT:1810 GRAVITY:5085 UPLIFT:1810 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 24 HU526 TO LEDGER V11/(14)16d NAILS AND TO TRUSS W/(6)16d NAILS FRAME TO FRAME 135 3 1 550 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO COLUMN FRAME TO FRAME GRAVITY:2125 UPLIFT:3290 GRAVITY:2125 UPLIFT:3290 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRIG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 26 LTT20B w/(10) 1 Od NAILS & t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBED, FRAME TO CMU 1290 1300 5 BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN STANDARD CONNECTOR NOTES FIALLRUSS/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 H1OA-2 FOR 2 -PLY U.N.O. ON PLAN 3, CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ION PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D, PER LOCATION. LARGER HEADER MAY BE INSTALLED W/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL WF08/SD4. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2 FROM TOP AND BOTTOM FOR 2X6 AND ;2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. (NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR. REQ'D. WOOD SCREWS. 6. IF HEADER ISNOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. mmmma APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/"' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/1' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3xl2 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO V-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. W 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND H Q ELEVATIONS FOR BEARING HEIGHTS. w 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. m CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. w - - - 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1 1/2" GAP FROM TOP PLATE TO TRUSS N BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) Z 12d TOENAILS. 0 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE w= Z CONTINUOUS FROM FLOOR TO CEILING. w O R DESIGN CONSIDERATION TO THE FOLLOWING � I- 6. TRUSS MANUFACTURER TO INSURECO w � ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS p WITH CABINETS AS SHOWN ON PLANS. U CD V B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Z W 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. m 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. O 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. U_ THISINCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY = W TRUSSES 11' 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. Z 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT.®��� ���®�� d � OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO 00 CONSTRUCTION OR TRUSS FABRICATION, •®®�®® � FINAL TRUSS LAYOUT AND TRUSS SHOP o DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW,� w Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE ®� ®t" ®4 b PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS 45 ® .Q cc® W SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS®®'�®® �„•° ®- Z NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF _ �� •®®®®® ��®�® `[ O CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS r- ��e��® ��®� ®®®"� m -i LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. ®�®®6�NIIIaB�®®®®® 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 mCL �- l BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE V ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED U ° AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER Z w dol THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. Q 0 A," BUILDER NOTE: w u � � a UJ IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z TRUSS MANUFACTURERS LAYOUT _ :o ° . ----STOP---- 0 z 0 O � AND CALL THE ENGINEER OF RECORD PRIOR TO z u PLACEMENT OF ANY TRUSSES z q NAILING SCHEDULE: -- ROOFS: w ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) ..DD FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" ~ U O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND D 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE Q �.•JJ Z SPACED NO MORE THAN 24" O.C. U) GABLE ENDS: o U w J o ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. ZO W Q Uj N AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER 06 Uj Z LL 8 EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Q z 0 0 o o o 0 Z Z zy EXTERIOR WALLS: w W -� Q o 0 00. SEE WF10/SD4 FOR MORE INFO. rOr�� j' ^ W p W w o V `�✓ 2 Z ¢�'zZ E NAILS: �_ W () a. NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. UU . 0 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, U w N HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Q W Z 0 U EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY J 0 TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, OC W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 0 BE IN ACCORDANCE WITH ASTM A 153. Q LU O APA SHEATHING NOTE` z W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED a = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END uj U).....�.. WITH (3) 10d TOENAILS. O FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 23r' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ: FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND O V ) � M C Z m~ i 0WO co � "� -- W IocaY 0000 00 0 2 IM �Z W (�, _"- i W }-O= O iQ-2F- i n, IL STRUCTURAL ENG: *�*' DRAFTING: STRUCT: DJ QC CHECK_ _ CC JOB No. TM - 2171009 SCALE: AS INDICATED _ RATE: 07/25/17 S401 I III I I .1111...11. III II 11 1�;_ILI IIV II I i _ I __ ____ I I I Lu I CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN GRADE 60 ° BEND 0 THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 LENGTH OVER COURSES NOT REQ'D -SHEAR WALL T OPENING 11 /l 11 ' TYPI WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER IIBII TO BE FILLED. (SHEET METAL ° • 4 TEL PER PLAN 17/8 PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF .9 & PAPER FELT PROHIBITED) 4 18 TYPICAL TRUSS ANCHOR PER PLAN SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS e n '. FRAME INFILL ARODUU�„ - . .''. 121/2 24 #5 SEE DOWEL PLAN FOR CORNER AS REQ'D INDICATED IN FILLED CELL INFO. MIN. (1) IS REQ'D ON d d MORE INFO ;; .4 4 151/2 r - PROVIDE SCREEN WHEN BLOCK BELOW EITHER SIDE U.N.O. 8 1/16 • LINTEL, #5 TO BE 4 1/2 8 i/16 HOOK PER 36 #7 IS NOT REQUIRED TO BE FILLED .q •'y'!' 16 1/2 35 HOOKED INTO - (2) 2X8 SYP#2 P.T. HEADER MD08 SAFE LOAD TABLE NOTES I- 0vi¢a W d Ot SIDE VERTICALS ' W z J �.., u- 0 N Z 0 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL STANDARD 90 DEGREE HOOK f... J O e,.. ,a d .. -a'� ', 4; ° 4'' ' .o ° ° e ' q , �- �° ,d d TYP: BOND BEAM 8" x 8" X 16" K.O. d d e e e ° ' LINTEL BLOCK FILL w/ 3000 psi CONC. w/ . ° ° ° . 4 e 4..: L7 (1) #5 DIA. REBAR 4.° 'qL�A ° °•Ir 04 e d °°, ,e.. la •. 0IF Qa 4° STEEL IN LINTEL IF ,ZBOTTOM " WINDICATE - SHOULD HOOK INTO z ° VERTICAL CELLS PER MD08 w ' , :' .4�� ° 4a Q ROUGH OPENING PER PLAN ° W41 ° �' l ° STD. 90 DEGREE ANGLE 3000 psi ' I Iq CONC. w/ (1) #5 DIA. REBAR ° �. _O W 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG, TO TIE ' 4 dI ° '' • BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE da I 1 . '. . MD08 FOR LAP INFO. g a. 4 DO TYPICAL MASONRY CONSTRUCTION 4 GRADE 40 GRADE 60 ° BEND 0 SEE PLAN FOR TOP OF WALL AND LINTEL INFO LAP SPLICE BEND 0 LENGTH " . NO -SHEAR WALL T OPENING 11 /l 11 ' TYPI AL SHEAR WALL SEGMENT IIAII IIBII TOO ° • 4 TEL PER PLAN 17/8 �. d .9 TRANSOM OPENING . ;: r •.. 4 18 #4 21/2 5 5/8 91/2 e n '. FRAME INFILL ARODUU�„ - . .''. 121/2 24 #5 SEE DOWEL PLAN FOR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG, TO TIE ' 4 dI ° '' • BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE da I 1 . '. . MD08 FOR LAP INFO. g a. 4 PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT 4 , < .1 e . SEE FOUNDATION FOR FOOTING d 11 4- DO TYPICAL MASONRY CONSTRUCTION 4 GRADE 40 GRADE 60 ° BEND 0 SEE PLAN FOR TOP OF WALL AND LINTEL INFO LAP SPLICE BEND 0 LENGTH " . NO -SHEAR WALL T OPENING 11 /l 11 ' TYPI AL SHEAR WALL SEGMENT IIAII IIBII TOO ° • 4 TEL PER PLAN 17/8 41/4 d !i°: . • �,'. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT 4 , < .1 e . SEE FOUNDATION FOR FOOTING d 11 4- .:. TURNED SIDEWAYS. ATTACH TO MASONRY '• 'r WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING .. •: HANGER @ EA. END. W MAX. OPENING 4 FT "' ''' • (14) 1/4" x 2-314" TAPCONS :F TO MASONRY & (6) 1 O NAILS TO HEADER ADO)\LINTEL W/ TRANSOM DETAIL K::�) SCALE: 3/4" = T-10° REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) DO TYPICAL MASONRY CONSTRUCTION 4 GRADE 40 GRADE 60 SCALE: 3/4" _ V -0r BEND 0 SEE PLAN FOR TOP OF WALL AND LINTEL INFO LAP SPLICE BEND 0 LENGTH LAP SPLICE LL 11 /l 11 111311 ll/'.11 ll7JJ 1" D11 IIAII IIBII TOO 11D" TEL PER PLAN 17/8 41/4 1L15 !i°: . • �,'. TRANSOM OPENING . ;: r •.. 91/4 18 #4 21/2 5 5/8 91/2 20 '. FRAME INFILL ARODUU�„ - . .''. 121/2 24 #5 SEE DOWEL PLAN FOR 7 WINDOW BY BUILDER SEE WF01/SD1 FOR \ ::•• ,•. FILLED CELL INFO. MIN. (1) IS REQ'D ON d d MORE INFO ;; .4 4 151/2 r #6 EITHER SIDE U.N.O. 8 1/16 • 30 4 1/2 8 i/16 .:. TURNED SIDEWAYS. ATTACH TO MASONRY '• 'r WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING .. •: HANGER @ EA. END. W MAX. OPENING 4 FT "' ''' • (14) 1/4" x 2-314" TAPCONS :F TO MASONRY & (6) 1 O NAILS TO HEADER ADO)\LINTEL W/ TRANSOM DETAIL K::�) SCALE: 3/4" = T-10° REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) DO TYPICAL MASONRY CONSTRUCTION 4 GRADE 40 GRADE 60 SCALE: 3/4" _ V -0r BEND 0 SEE PLAN FOR TOP OF WALL AND LINTEL INFO LAP SPLICE BEND 0 LENGTH LAP SPLICE LL 11 /l 11 111311 ll/'.11 ll7JJ 1" D11 IIAII IIBII TOO 11D" TEL PER PLAN 17/8 41/4 1L15 !i°: . • �,'. TRANSOM OPENING . ;: r •.. 91/4 18 #4 21/2 5 5/8 91/2 20 ... FRAME INFILL ARODUU�„ - . .''. 121/2 24 #5 SEE DOWEL PLAN FOR 7 WINDOW BY BUILDER SEE WF01/SD1 FOR \ ::•• ,•. FILLED CELL INFO. MIN. (1) IS REQ'D ON 33/4 MORE INFO ;; .4 4 151/2 r #6 EITHER SIDE U.N.O. 8 1/16 • 30 4 1/2 8 i/16 18 1/2 36 #7 4 3/8 .q •'y'!' 16 1/2 35 ! - (2) 2X8 SYP#2 P.T. HEADER 42 SAFE LOAD TABLE NOTES .:. TURNED SIDEWAYS. ATTACH TO MASONRY '• 'r WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING .. •: HANGER @ EA. END. W MAX. OPENING 4 FT "' ''' • (14) 1/4" x 2-314" TAPCONS :F TO MASONRY & (6) 1 O NAILS TO HEADER ADO)\LINTEL W/ TRANSOM DETAIL K::�) SCALE: 3/4" = T-10° REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE LL 11 /l 11 111311 ll/'.11 ll7JJ 1" D11 IIAII IIBII TOO 11D" #3 17/8 41/4 1L15 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 3 3/4 8 1/16 14 30 4 1/2 8 i/16 18 1/2 36 #7 4 3/8 9 13/16 16 1/2 35 5 1/4 9.13/16 213/4. 42 • e• ° o •,a° #3=2Y2' w c ° .. #4 = 2 211 ° + 4 d P #6 = 3" d •a - .° 4' d d.. IIBII LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK 4DO REBAR SPLICE DETAIL SCALE: 3/4" = T -10 l PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE $F32 -OB/1T GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS W p a W OC O 0 F- Lu i w 0 0 Z m p Lij C) - - _:__.._ . 0 •v( z C.M.U. LL U ti ._._._ STANDARD LINTEL NOTES STANDARD uNreLs „ CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY O OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4"' BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1"_611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113 / 5163 8974 / 8054 10000 / 10000 Z O V (n W Q o O 8F12 -1B/1T 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. `" Z F✓ a 06 w z w "' ti E �- ZU. �� F O� 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663 / 1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 V-2" 570 1232/1232 3480/2580 8360 / 3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-011 416 752/699 1843/1625 3486/2602 6390/3302 814 354 726/699 1843/1625 3486/2256 6205/2885 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 .d 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 131-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292 / Q 1160 / 0 1660 / 0 2439 / 0 = = Q 0 0� :S g • e• ° o •,a° #3=2Y2' w c ° .. #4 = 2 211 ° + 4 d P #6 = 3" d •a - .° 4' d d.. IIBII LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK 4DO REBAR SPLICE DETAIL SCALE: 3/4" = T -10 l 16'-0" 0 284/0 950/0 137910 1997/0 MATERIALS 18'-011 0 211/0 750/0 1177/0 1676/0mommommilliLL 18'-8" 0 142/0 598 / 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. m W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. G= 20'-811 0 146/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 0 450/0 824/0 1147/0 RECESSED LINTELS/FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSI.®���wq�®® W M 2'-4" 1694/1694 3726/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ®® �� o® ���®d�® C1. c 2'-$" 1425/1426 3343/3280 4933/4933 RELAXATION, 7/32 WIRE PER ASTM A510. ��� ®®®® ®see 5j,, ®i®® u 00 [L ® Y 3'-0" 1230/1230 2769/2769 4086/4085 ®® 1 ® z X-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE * ®: W �= 4'-4" 846/833 2121/1716 3127/2839 ®Q O 5'-4" 664/672 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / Z 0� uj 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U =UNFILLED R = RECESSED °o® v®®. Z 0 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ _ ®�� d°� ®®®®® ®®°® '� } p 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY �� 8F16- B/1 T e 8F8-1B/1T �'� --- QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32"', USE VALUES FOR 32" DEEP HEADER W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT 8F16-1B/1T NOMINAL WIDTH 0 �`"� 0 TYPE DESIGNATION 0 O 8RF14-0B/1T Q O �l�b r) Jf d 0 a F 8F96-0B/1T 1-1/2" CLEAR 8F20-1B/1T 0 Q- MM• z uj #5 REBAR AT TOP MIN. (1) REQ'D = F+ -I 0 0 0 8F20-OB/1T 0 Ca a a C.M.U. LL O 8RF22-1B/1T LO GROUT G 4 LE 0 K 8F24-1B/1T `1' z ° #5 REBAR AT BOTTOM OF LINTEL p �`'� Z U � CAVITY � O8RF22-OB/1T �I`----�6 BOTTOM REINFORCING PROVIDED > 0�� 7-5/8" ACTUAL IN LINTEL (VARIES) w 4 Onn 8F24-OB/1T 8" NOMINAL WIDTH Ll. LLI N 8RF30-1B/1T FILLED 0 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T J � PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE $F32 -OB/1T GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS W p a W OC O 0 F- Lu i w 0 0 Z m p Lij C) - - _:__.._ . 0 •v( z C.M.U. LL U ti ._._._ STANDARD LINTEL NOTES STANDARD uNreLs „ CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. 1 #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY O OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4"' BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS, 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7• LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1"_611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113 / 5163 8974 / 8054 10000 / 10000 Z O V (n W Q o O 8F12 -1B/1T 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. `" Z F✓ a 06 w z w "' ti E �- ZU. �� F O� 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663 / 1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 V-2" 570 1232/1232 3480/2580 8360 / 3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-011 416 752/699 1843/1625 3486/2602 6390/3302 814 354 726/699 1843/1625 3486/2256 6205/2885 9'-211 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 131-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292 / Q 1160 / 0 1660 / 0 2439 / 0 16'-0" 0 284/0 950/0 137910 1997/0 MATERIALS 18'-011 0 211/0 750/0 1177/0 1676/0mommommilliLL 18'-8" 0 142/0 598 / 0 1114 / 0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. m W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. G= 20'-811 0 146/0 550/0 981/0 1376/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 0 450/0 824/0 1147/0 RECESSED LINTELS/FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSI.®���wq�®® W M 2'-4" 1694/1694 3726/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ®® �� o® ���®d�® C1. c 2'-$" 1425/1426 3343/3280 4933/4933 RELAXATION, 7/32 WIRE PER ASTM A510. ��� ®®®® ®see 5j,, ®i®® u 00 [L ® Y 3'-0" 1230/1230 2769/2769 4086/4085 ®® 1 ® z X-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE * ®: W �= 4'-4" 846/833 2121/1716 3127/2839 ®Q O 5'-4" 664/672 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / Z 0� uj 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U =UNFILLED R = RECESSED °o® v®®. Z 0 7'-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ _ ®�� d°� ®®®®® ®®°® '� } p 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY �� 8F16- B/1 T e 8F8-1B/1T �'� --- QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32"', USE VALUES FOR 32" DEEP HEADER W 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT 8F16-1B/1T NOMINAL WIDTH 0 �`"� 0 TYPE DESIGNATION 0 O 8RF14-0B/1T Q O �l�b r) Jf d 0 a F 8F96-0B/1T 1-1/2" CLEAR 8F20-1B/1T 0 Q- MM• z uj #5 REBAR AT TOP MIN. (1) REQ'D = F+ -I 0 0 0 8F20-OB/1T 0 Ca a a C.M.U. LL O 8RF22-1B/1T LO GROUT G 4 LE 0 K 8F24-1B/1T `1' z ° #5 REBAR AT BOTTOM OF LINTEL p �`'� Z U � CAVITY � O8RF22-OB/1T �I`----�6 BOTTOM REINFORCING PROVIDED > 0�� 7-5/8" ACTUAL IN LINTEL (VARIES) w 4 Onn 8F24-OB/1T 8" NOMINAL WIDTH Ll. LLI N 8RF30-1B/1T FILLED 0 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T J � 16141 V r li -�_ RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O $F32 -OB/1T _ ° uj #5 REBAR AT TOP MIN. (1) REQ'D Q Z 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 •v( z C.M.U. LL U ti O 8F38 -1B/1T � g'60 z ES Q o O 8F12 -1B/1T 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. `" Z F✓ a 06 w z w "' ti E �- ZU. �� F O� �`---�I` BOTTOM REINFORCING PROVIDED 0 J Z V - v� CO di 0 8F40 -0B/1T ACTUAL IN LINTEL (VARIES) � � � � � z � o 2 LLIz _ 8F8 OB/1T "7-5/8" 8 NOMINAL WIDTH = = Q 0 0� :S g UNFILLED _ = Z °zQ 4 W o o E O ZOO SAFE LOAD TABLE NOTES I- 0vi¢a W d Ot Z �( W z J �.., u- 0 N Z 0 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL f... J O 16141 V r li -�_ RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 0 U ¢ Z d O I- L I LIJ = 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY 0 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. z ES 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 8 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z 0 V LLIz ZOO _ 0WJ �_ C7 IIIA LINTEL PLAN_ LL O00p 1 a � � O�Z W W >- c'O �- O p �-2F- Q_ i STRUCTURAL ENG: *** J ( DRAFTING: STRUCT: DJ QC CHECK: CC JOB No. TM - 2171009 SCALE: AS INDICATED DATE: 07/25/17 1 fm 111f, 11 1 MF11ru"1111P' TIT "TIIIluul[l ^slur 1 11 S51 -I I - l tli,Ll, JI nIll I _ __ _ _ (1) 05 FROM FTG. TO J (1) #5 FROM FTG. TO iJill TIE BEAM SPLICE TOa I'I TIE BEAM SPLICE TO 4 I1 Q Lu BE MIN. 25" GROUT j BE MIN. 25" GROUT noc J o � � n CELL SOLID CELL SOLID W O Ww E I-- z Vi J 8 1/2" J -BOLT W/ MIN. 61' MASONRY WALL SO GYP FINISH IS MASONRY WALL �I PLAN AND BEARING < SEE PLAN I� SEE PLAN -� 10 22 < O0m w$ O CONCRETE SLAB PER I � CONCRETE SLAB PER m ...� F_ PAST DEEPEST STEP Z FOUNDATION PLAN I$ FOUNDATION PLAN > $ WALL SCHEDULE z LI `7 VARIES ::•: e�;, I- w ILL w N ¢ . pU a Z 0 SEE PLAN ♦ ° 'd REQ'D ,. BELOW > F— • W 0 W U. •°' d A a 00 L; _ ♦ ° I ; GRADE _ a . • GRADE m w Lu °° III— I I— a �I I i MIN 4 CONC. SLAB PER °° i Z_ W � O U ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN 1 1 I IIII I I qI IM C i im Z0) 0 cr. ♦ 0 W J ILL Q> °° T m II r M < V I III O (2) #5 BARS CONT. I I i I I`I I I— I 0 (2) #5 BARS CONT. I I I I =I I __ CLEAN COMPACTED I W/ 3" COVER TYP. " ' ' CLEAN COMPACTED W/ 3" COVER TYP. 3h C'OVEI� FILL @ 95% STANDARD oc 3"COVER FILL @ 95% STANDARD z DENSITY 8" 1'-4" DENSITY �o 8" 1,-4" 70, WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG FOUNDATION PLAN SHALL BE 1'-4" WIDE w/(3) #5 BARS �- SHALL BE T-4" WIDE w/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING L I -III III III- (2) #5 BARS CONT. w/ 3"' Z W 8" 16'1 COVER TYP.; AT 8„ Id 8„ 8,1 © C) Lu 2 -STORY COND. (3) #5 =1 CLEAN COMPACTED O (2) #5 BARS CONT, w/ 3" 1 CLEAN COMPACTED BARS REQ'D & FTG TO CLEAN COMPACTED m FILL @ 95le % STANDARD U COVER TYP.; AT 6 8 8 FILL @ 95% STANDARD BE 20 WIDE FILL @ 95% STANDARD Q DENSITY(2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 DENSITY DENSITY p COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO p 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE -r BARS REQ'D & FTG TO DENSITY10kL BE 20" WIDE = LU LU NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING o 3/4"=1'-0" -0' 3/4"=1'" 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" �� ����� LLI M � ®•®®®®•yea®®®® �% �®� a d' La oc) OPT. MASONRY CURB ®co : ® p%®: o @ ELEV. 0-0 w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D oui m -: ,aJIM = Z CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS U ® Q00p SLOPED GROUT TO wwCO �V � �LLi Q LI DRAIN MASONRY WALL !d•� o ®•® Z O II OPTIONAL CURB BY d° M SEE PLAN <( ®�� °®®®•o®®® ®�� yQ BUILDER ;, „ MIN. 24" BEFORE <�','L, .•" '.d CONC. SLAB PER ANOTHER STEP L. I'4.4 I I- �f ®® tY J 8 x12 THICKENED CONIC. SLAB PER (1) #5 FROM FTG. TO '�® P� O z FOUNDATION PLAN NT. (� ���� .�9��® 00 LL • SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" #5 CONT. PER MFG SPLICE GROUT CELL w CONC. SLAB PER SLAB w/ (1) #5 CO 4" I ° .: • �' -• � cn I I a FOUNDATION PLAN w/ 3" COVER TYP. P .I �4 .; t 8 ° . , �4 REINFORCEMENT SEE SOLID PER PLANS zi � wa ; ..p, a; t.... ; ':': GRADE a 4 <°• Ii IQI' .' 41.' FOUNDATION PLAN l *:' •�4+ ;' - IW- a4 F- < • °'1' I' + r FOR QUANTITY O V _ _ _ O P rr min ,mow W O d a a °. I ♦ I' (.� 0 =1 I� I I I_ = I_I III—I I 4 . �..;, _ _ _ ..�: w � :l �..,' .., p - I 1:E1 _ I: ° •' �, m a �" THRESHOLD PER MFG ° °, d .4 °' .. a ° , _I I IEI I I=I I ° III III :: °. _:_ .�... �,.• :�': " „ 4 r'. d #5 x 25 x 25 CORNER 4 4 ° ~4, - - -_ �a °'I - —I °. BAR, ONE FOR EA. m _ _ o ° - o F--� Olyl N _ VIII - -III — — — — d° aa.' _.III— 4: , I w -I� .� —I C �7 , _ III=1 I; —III—I 11-1 I I III -=I I I I _I I r — I .. — — — — _ _ _ _ i P• 4 I.... 4' d.♦ 4 4 ° HORIZONTAL v I I—III-- U J a _ - $„ $u _ cy ° 4.. p . ' I ; I 4 , "' d L{ REBAR, TYP. U.N.O. CONIC. SLAB PER -I j I I , _ ISI W • :I• ° °, .. II=I II $„ 4„ III :,III -1 - I II ° a' "°`..;. 4 _ I °.'. °'a . ° .'�d < FOUNDATION PLAN _ _ _ o III— I —I III— _—_ I- .� - I I I _ _ __" _77-- _ _ _ _.� .� _ I ° ° . II I I—I� .4 4III—III—I ° d °.o I_I .� ,m �. _ _A Jill �'. �,� T'; a. _ 4e 4 ° C e ( ) (� ++ 4 '4• .'...... ::..,.� M 2 #5 BARS CONT. 1=I I=1 I --III ° o _ III -III -I I - ° • ':: SLOPE W/ 3 COVER TYP.; @ V-4„ ILL z c� > I=I (I—_I I ISI I ISI I I I --- (2) #5 CONT. w/ 3" '' 2 -STORY CONDITIONXI 0 w 2) #5 CONT. w/ 3'� _ _ = 16 MIN. = I (I I- COVER TYP. PER MEG e . :. (3) #5 BARS w/ 2Q" Z�- ll 1,-4„ ( I I _ SLOPE EXT. SURFACE V U (2) #5 BARS CONT. io COVER TYP: III -1 I I=III—III-III- ( (2) #5 BENT BARS w/ WIDE FOOTING O W/ 3" COVER TYP: OR GRADE 1/4 PER CLEAN COMPACTED (� CLEAN COMPACTED FOOT AWAY FROM o MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95 /o STANDARD 8 p DENSITY ELASTOMERIC JOINT DENSITY x SHALL BE V-4" WIDE w/(3) #5 BARS Im FILLER uj FO FOOTING SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1TYPICAL CORNER BAR DETAIL (TOP VIEW) EXTERIOR DOOR POURED SILL FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 ® #5 DOWEL / 6„ NZ WOOD POST PER PLAN FILLED CELL PER PLAN EMBED. INTO MAIN FOR SIZE AND BASE FOOTING W SIMPSON 3/4" CONNECTION EPDXY @ 12" O.C. GARAGE z TOP COURSE TO BE CONCRETE STAIRS REQ'D PER GRADE WS PER CHAIR BLOCKS. J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" MIN (1) #5 BAR @ FILLED SOLID FOUNDATION PLAN 1-1/2" CLEAR CONC. SLAB CLEAR NOSING TOP VIEW @ CORNER SEE ELEVATION FOUNDATION PLAN CMU BASE w/ 1 #5 ,a• . %.. , ir.� !•. SEE GARAGE WALL VERTICAL @ EACH d I° 'f.. PLAN CONIC. SLAB PER BEYOND PLOAN FOR BASE SIZE �RNER. SEE FLR.—III-1 I I -I °'°'' ' �': ao M -' I—I I 1 -I -I •, ., - o ° • 4 4 4 ♦ .a ° d f .. °0 M FOUNDATION "' r 4, : ;� . z (Z) #5 DIA. BARS @TOP I 'r4 ° " , : t ,� z (2) #5 DIA. BARS @ TOP T I 'r • I' . • . w Z ' DRIVEWAY BY d' O WHEN MONO DEPTH -III ° ° ° WHEN MONO DEPTH i • ;-• Al •+•� m d z PLAN -III=I ; l I, '' O „ BUILDER- CONCRETE ° 1= „ .: 4 SEE FOUNDATION FOR n- ¢ EXCEEDS 26", IF 4 a N EXCEEDS 26 , IF I -I- OR PAVERS PAD SIZE ° • w DEPTH < 26" THESE I I—III ° 4, p . O • • DEPTH < 26" THESE °. ° w BARS ARE NOT REQ D TI I I I ' BARS ARE NOT REQ'D III-"• ' ' W °' • GRADE "_ "'� 4. GRA E A. 4 CONC. SLAB OR 4 ' • O LL1 #3 STIRRUPS @ 48" _ 4 I - I - I ,. a • ' I '. ° 0 W - _III I " ° ' ' #3 STIRRUPS @ 48" __ 4 ' > ' 4 '' . 4a. , e4 .• PAVERS PER PLAN .�. •I••. a°� : `4 �, I •. U II : -I I• ._ . `� I.a z m O.C. WHEN MONO =III= I .• ' ,'a I I =I z O.C. WHEN MONO I I -I ' I I =I i I=III I Z_ •. .e �° ; • ... I - DEPTH EXCEEDS 26", _ , .DEPTH EXCEEDS 26', — � I� � —I � I � � •. I I=I I ISI I I- 20"x8" I - - -- - I—I I I CLEAN COMPACTED ° : "•: Qa.,. . '4•Q I IF DEPTH <2611 THESE - _ .4�•.- il-.:,•.:k. =I 1 N IF DEPTH THESE I - d�,,� F�.'.d;. -I I FILL @ 95% STANDARD B d4• .' '• I I I II •... . I I II I_I� I '' ! .':..:: I I I��I THICKENED III -I I=III III- - I;. °'d•. - BARS ARE NOT REQ D ' 1= 8 _ I BARS ARE NOT REQ D _I ::..�' .. _ EDGE W/ (2) #5 -III _I I (=I I I Imo' DENSITY _I " d : - CONTINUOUS 1'-$" 3" COVER TYP, CLEAN COMPACTED I _ d •' L s,: Lr. �. -- :� ... -I I -III- I I CLEAN COMPACTED (2) #5 BARS CONT. W� , ; , I I , ; ,III, ; , I I CLEAN COMPACTED 4 ° _ (2) #5 BARS CONT: W/ ° d. — FILL @ 95% STANDARD 4.__I 3" COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. 114" FILL @ 95% STANDARD DENSITY - DENSITY DENSITY AF`ITHICKENED EDGE @ GARAGE DOOR AF1'kFOOTING @ENTRY MASONRY COLUMN AF2kDEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=11.011 TOP (2) #5 x 4'-0 PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION 8" CMU - TOP (2) #5 x 4'-0" .PVC OR SCH40 SLEEVE I -. I -I T •�` • Q =I. I -I FINISH PER ELEV. CENTERED AT PIPE _ CONIC. SLAB PER 8 C.M.U. FINISH PER PENETRATION I I -III I —I_i I FOUNDATION PLAN-*-�---�---*--- FINISH FLOOR ELEV.I - I: _ a • Q •". FINISH FLOOR 00 =I I-- 'd & d PENETRATING PIPE PENETRATING PIPE .:: '..�• • �.�•, GRADE —I I =1 I I—III=III-1 .', •'y -, ° d SEE FDN. a 4 d I I I I PLAN FOR OO Ell I I� 4 .,:.. LP TIE (TYP.) SIZE & REINF. I I- --- ,- = 2 •. �. �, . �..•,•.. .° PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. �I —1 I I I III --1 I �-- — FOOTING PER PLAN z I-` =III -I I=I L=III=I DIAMETER TO BE 2 ISI I I=1 i I=1 I I_ I I(=III III I I-=1 I I—� PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN -III—I ILAN THAN THE FILL @- ,95% STANDARD 1 i I- SEE FDNPI-ISI PENETRATING PIPE (SIDE VIEW) DENSITY I I I— EOR sIZE I I_ _ PVC SLEEVE � I &.KEINE. (FRONT VIEW) PIPE VERTICAL THRU FDNI F1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-011 3/4"=1'-0" NOT USED 3/4"=1'-011 iON Am � J IF BRG. WALL ABOVE -HOLD iJill BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER Q Lu W j noc J o � � n O6 W O Ww E I-- z Vi J 8 1/2" J -BOLT W/ MIN. 61' SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING < z 00 J -� 10 22 < O0m w$ O O � Q � ...� F_ PAST DEEPEST STEP Z z ¢�zz E FLUSH w/ FOUNDATION WALL SCHEDULE 0 [L p a WALL SCHEDULE z `7 J = W Q I- w ILL w N ¢ . pU J Z 0 REQ'D ,. BELOW > F— • W 0 W U. w p ) m w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" MIN 4 CONC. SLAB PER i W � O U ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN 21/411 I C i im Z0) 0 cr. 0 W J T m LL >t M < V U) 1 0000 0 CONIC. SLAB PER I F o W oc --- z 0� CONCRETE SLAB PER �o FOUNDATION PLAN �- STRUCTURAL ENG: *** ( DRAFTING: g '- -STRUCT: DJ z FOUNDATION PLAN a z QC CHECK. z > No. _._ TM - 2171009 SCALE; PT SILL PLATE DATE: 07/25/17 SD1 2x P.T. SILL PLATE N CL w g Z w a a M42x (n d° a.• ..4 •. a � i 8 .,d,a' 4. a.. , • • .,4.•". 4 . c � .. � :' .'4: � .II � •'° , .'. '4 •1 ' •'• .' i•.. ' �• •. , � Q 4 d a .• d— - II l I = _I-I aIr. I I I I;_= 1 $ _ . — -•--III III—III I I I pw O v L I -III III III- (2) #5 BARS CONT. w/ 3"' Z W 8" 16'1 COVER TYP.; AT 8„ Id 8„ 8,1 © C) Lu 2 -STORY COND. (3) #5 =1 CLEAN COMPACTED O (2) #5 BARS CONT, w/ 3" 1 CLEAN COMPACTED BARS REQ'D & FTG TO CLEAN COMPACTED m FILL @ 95le % STANDARD U COVER TYP.; AT 6 8 8 FILL @ 95% STANDARD BE 20 WIDE FILL @ 95% STANDARD Q DENSITY(2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 DENSITY DENSITY p COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO p 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE -r BARS REQ'D & FTG TO DENSITY10kL BE 20" WIDE = LU LU NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING o 3/4"=1'-0" -0' 3/4"=1'" 3/4"=1'-0" 3/4"=1'-0" 3/4"=V-0" 3/4"=1'-0" �� ����� LLI M � ®•®®®®•yea®®®® �% �®� a d' La oc) OPT. MASONRY CURB ®co : ® p%®: o @ ELEV. 0-0 w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D oui m -: ,aJIM = Z CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS U ® Q00p SLOPED GROUT TO wwCO �V � �LLi Q LI DRAIN MASONRY WALL !d•� o ®•® Z O II OPTIONAL CURB BY d° M SEE PLAN <( ®�� °®®®•o®®® ®�� yQ BUILDER ;, „ MIN. 24" BEFORE <�','L, .•" '.d CONC. SLAB PER ANOTHER STEP L. I'4.4 I I- �f ®® tY J 8 x12 THICKENED CONIC. SLAB PER (1) #5 FROM FTG. TO '�® P� O z FOUNDATION PLAN NT. (� ���� .�9��® 00 LL • SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" #5 CONT. PER MFG SPLICE GROUT CELL w CONC. SLAB PER SLAB w/ (1) #5 CO 4" I ° .: • �' -• � cn I I a FOUNDATION PLAN w/ 3" COVER TYP. P .I �4 .; t 8 ° . , �4 REINFORCEMENT SEE SOLID PER PLANS zi � wa ; ..p, a; t.... ; ':': GRADE a 4 <°• Ii IQI' .' 41.' FOUNDATION PLAN l *:' •�4+ ;' - IW- a4 F- < • °'1' I' + r FOR QUANTITY O V _ _ _ O P rr min ,mow W O d a a °. I ♦ I' (.� 0 =1 I� I I I_ = I_I III—I I 4 . �..;, _ _ _ ..�: w � :l �..,' .., p - I 1:E1 _ I: ° •' �, m a �" THRESHOLD PER MFG ° °, d .4 °' .. a ° , _I I IEI I I=I I ° III III :: °. _:_ .�... �,.• :�': " „ 4 r'. d #5 x 25 x 25 CORNER 4 4 ° ~4, - - -_ �a °'I - —I °. BAR, ONE FOR EA. m _ _ o ° - o F--� Olyl N _ VIII - -III — — — — d° aa.' _.III— 4: , I w -I� .� —I C �7 , _ III=1 I; —III—I 11-1 I I III -=I I I I _I I r — I .. — — — — _ _ _ _ i P• 4 I.... 4' d.♦ 4 4 ° HORIZONTAL v I I—III-- U J a _ - $„ $u _ cy ° 4.. p . ' I ; I 4 , "' d L{ REBAR, TYP. U.N.O. CONIC. SLAB PER -I j I I , _ ISI W • :I• ° °, .. II=I II $„ 4„ III :,III -1 - I II ° a' "°`..;. 4 _ I °.'. °'a . ° .'�d < FOUNDATION PLAN _ _ _ o III— I —I III— _—_ I- .� - I I I _ _ __" _77-- _ _ _ _.� .� _ I ° ° . II I I—I� .4 4III—III—I ° d °.o I_I .� ,m �. _ _A Jill �'. �,� T'; a. _ 4e 4 ° C e ( ) (� ++ 4 '4• .'...... ::..,.� M 2 #5 BARS CONT. 1=I I=1 I --III ° o _ III -III -I I - ° • ':: SLOPE W/ 3 COVER TYP.; @ V-4„ ILL z c� > I=I (I—_I I ISI I ISI I I I --- (2) #5 CONT. w/ 3" '' 2 -STORY CONDITIONXI 0 w 2) #5 CONT. w/ 3'� _ _ = 16 MIN. = I (I I- COVER TYP. PER MEG e . :. (3) #5 BARS w/ 2Q" Z�- ll 1,-4„ ( I I _ SLOPE EXT. SURFACE V U (2) #5 BARS CONT. io COVER TYP: III -1 I I=III—III-III- ( (2) #5 BENT BARS w/ WIDE FOOTING O W/ 3" COVER TYP: OR GRADE 1/4 PER CLEAN COMPACTED (� CLEAN COMPACTED FOOT AWAY FROM o MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD BUILDING FILL @ 95 /o STANDARD 8 p DENSITY ELASTOMERIC JOINT DENSITY x SHALL BE V-4" WIDE w/(3) #5 BARS Im FILLER uj FO FOOTING SHOWER AT MASONRY FO THICKENED EDGE FO TYPICAL STEP FOOTING DETAIL F1TYPICAL CORNER BAR DETAIL (TOP VIEW) EXTERIOR DOOR POURED SILL FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 ® #5 DOWEL / 6„ NZ WOOD POST PER PLAN FILLED CELL PER PLAN EMBED. INTO MAIN FOR SIZE AND BASE FOOTING W SIMPSON 3/4" CONNECTION EPDXY @ 12" O.C. GARAGE z TOP COURSE TO BE CONCRETE STAIRS REQ'D PER GRADE WS PER CHAIR BLOCKS. J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" MIN (1) #5 BAR @ FILLED SOLID FOUNDATION PLAN 1-1/2" CLEAR CONC. SLAB CLEAR NOSING TOP VIEW @ CORNER SEE ELEVATION FOUNDATION PLAN CMU BASE w/ 1 #5 ,a• . %.. , ir.� !•. SEE GARAGE WALL VERTICAL @ EACH d I° 'f.. PLAN CONIC. SLAB PER BEYOND PLOAN FOR BASE SIZE �RNER. SEE FLR.—III-1 I I -I °'°'' ' �': ao M -' I—I I 1 -I -I •, ., - o ° • 4 4 4 ♦ .a ° d f .. °0 M FOUNDATION "' r 4, : ;� . z (Z) #5 DIA. BARS @TOP I 'r4 ° " , : t ,� z (2) #5 DIA. BARS @ TOP T I 'r • I' . • . w Z ' DRIVEWAY BY d' O WHEN MONO DEPTH -III ° ° ° WHEN MONO DEPTH i • ;-• Al •+•� m d z PLAN -III=I ; l I, '' O „ BUILDER- CONCRETE ° 1= „ .: 4 SEE FOUNDATION FOR n- ¢ EXCEEDS 26", IF 4 a N EXCEEDS 26 , IF I -I- OR PAVERS PAD SIZE ° • w DEPTH < 26" THESE I I—III ° 4, p . O • • DEPTH < 26" THESE °. ° w BARS ARE NOT REQ D TI I I I ' BARS ARE NOT REQ'D III-"• ' ' W °' • GRADE "_ "'� 4. GRA E A. 4 CONC. SLAB OR 4 ' • O LL1 #3 STIRRUPS @ 48" _ 4 I - I - I ,. a • ' I '. ° 0 W - _III I " ° ' ' #3 STIRRUPS @ 48" __ 4 ' > ' 4 '' . 4a. , e4 .• PAVERS PER PLAN .�. •I••. a°� : `4 �, I •. U II : -I I• ._ . `� I.a z m O.C. WHEN MONO =III= I .• ' ,'a I I =I z O.C. WHEN MONO I I -I ' I I =I i I=III I Z_ •. .e �° ; • ... I - DEPTH EXCEEDS 26", _ , .DEPTH EXCEEDS 26', — � I� � —I � I � � •. I I=I I ISI I I- 20"x8" I - - -- - I—I I I CLEAN COMPACTED ° : "•: Qa.,. . '4•Q I IF DEPTH <2611 THESE - _ .4�•.- il-.:,•.:k. =I 1 N IF DEPTH THESE I - d�,,� F�.'.d;. -I I FILL @ 95% STANDARD B d4• .' '• I I I II •... . I I II I_I� I '' ! .':..:: I I I��I THICKENED III -I I=III III- - I;. °'d•. - BARS ARE NOT REQ D ' 1= 8 _ I BARS ARE NOT REQ D _I ::..�' .. _ EDGE W/ (2) #5 -III _I I (=I I I Imo' DENSITY _I " d : - CONTINUOUS 1'-$" 3" COVER TYP, CLEAN COMPACTED I _ d •' L s,: Lr. �. -- :� ... -I I -III- I I CLEAN COMPACTED (2) #5 BARS CONT. W� , ; , I I , ; ,III, ; , I I CLEAN COMPACTED 4 ° _ (2) #5 BARS CONT: W/ ° d. — FILL @ 95% STANDARD 4.__I 3" COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. 114" FILL @ 95% STANDARD DENSITY - DENSITY DENSITY AF`ITHICKENED EDGE @ GARAGE DOOR AF1'kFOOTING @ENTRY MASONRY COLUMN AF2kDEEP MONOLITHIC FOOTING AF2 DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=11.011 TOP (2) #5 x 4'-0 PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION 8" CMU - TOP (2) #5 x 4'-0" .PVC OR SCH40 SLEEVE I -. I -I T •�` • Q =I. I -I FINISH PER ELEV. CENTERED AT PIPE _ CONIC. SLAB PER 8 C.M.U. FINISH PER PENETRATION I I -III I —I_i I FOUNDATION PLAN-*-�---�---*--- FINISH FLOOR ELEV.I - I: _ a • Q •". FINISH FLOOR 00 =I I-- 'd & d PENETRATING PIPE PENETRATING PIPE .:: '..�• • �.�•, GRADE —I I =1 I I—III=III-1 .', •'y -, ° d SEE FDN. a 4 d I I I I PLAN FOR OO Ell I I� 4 .,:.. LP TIE (TYP.) SIZE & REINF. I I- --- ,- = 2 •. �. �, . �..•,•.. .° PIPE PERPENDICULAR TO FND PVC SLEEVE MIN. �I —1 I I I III --1 I �-- — FOOTING PER PLAN z I-` =III -I I=I L=III=I DIAMETER TO BE 2 ISI I I=1 i I=1 I I_ I I(=III III I I-=1 I I—� PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN -III—I ILAN THAN THE FILL @- ,95% STANDARD 1 i I- SEE FDNPI-ISI PENETRATING PIPE (SIDE VIEW) DENSITY I I I— EOR sIZE I I_ _ PVC SLEEVE � I &.KEINE. (FRONT VIEW) PIPE VERTICAL THRU FDNI F1 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-011 3/4"=1'-0" NOT USED 3/4"=1'-011 iON Am � J iJill W j noc J o � � n O6 W O Ww E I-- z Vi J 8 Z U p:0� z 00 J -� 10 22 < O0m w$ O O � Q � ...� F_ Z z ¢�zz E 0 [L p a J `7 J = W Q I- w ILL w N ¢ . pU J Z 0 > F— • W 0 W U. ) � O U M C i im Z0) 0 0 W J T m LL s M < V 1 0000 0 F o W oc --- � W�.�0 0� �o STRUCTURAL ENG: *** ( DRAFTING: '- -STRUCT: DJ QC CHECK. CC JOB No. _._ TM - 2171009 SCALE; AS INDICATED DATE: 07/25/17 SD1 —ill i i n nr m � r1o m u aAu i jis a psi u. i i ii i ii v F, it I I I � I I I II III IhI�(li'� II I I I' III .1� .III ISI 1Jll!,1111 IJII Irllll I � _11_ __ I _�I I _ G CLOSURE WALL w/ 1. MW, (6)1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. (2) 2x TOP PLATE W/ SPACING (1) #5 BAR IN PRECAST 2. MIN. (6)1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD WI (3) 12d END NAILS TO LAST STUD OF OPENING TO BE INSTALLED WITHIN 4" MIN, FROM TYP. TRUSS TO FRAME 4-1/2" MIN. EMBED. W/ SIMPSON SETAP EPDXY OR EQUIV. USE TYPICAL TIE BEAM w/ 3000 psi _ ";;�:.q::". r,;_ ,;:• ... 0000 PROVIDE STANDARD HOOK ARE WASHER 2x6x12 P.T. SYP CENTER 2"x2" SQUARE BUCK SEE PLAN FOR WALL ,� • CO NC. w/(1) #5 REBAR CONT. ' • , �'.• . • ° "` . •;a •• 0000 :'�'• . ''a 4 � 112" J BOLT w15112" EMBED, FRAMING INFO + .,'•a..,• 4'A ":•.; w/ 3000 psi CONC. w/(1) Izz2x P.T. SYP NAILERwI(1) G °• a. �r STD HOOK • ;;:.,k.a;.l • �� •:;�, DOUBLE TOP PLATE I 1/4"x2-3/4" TAPCONS @ 24" BLOCKING PER BRG 2x PT STUD OR ALTERNATE 1x PT , a , •�.:�:,;, ;,: RAFTER O.C. & 4" FROM ENDS WALL SCHEDULE : FURRING TO CMU W/ 2x FRAMING PER . • ':. (1) #5 IN TIE BEAM 1 1/2ZANCHOR NOT PERMITTED �'.• PLAN G CLOSURE WALL w/ • • .� .• F ' SEE TYPICAL HEADER SPACING (1) #5 BAR IN PRECAST MIN. FRAMING DETAILS FOR OF OPENING TO BE INSTALLED WITHIN 4" MIN, FROM TYP. TRUSS TO FRAME TYPICAL FILLED CELL .4 ADDITIONAL OTO CRICKET AS REQUIRED 4 , 0000 .. MAIN SPAN ROOF INFORMATION LINTEL OPRE-ENGINEERED 1-1/2" OF HEAD JOINT FACE OF CMU O2x w/ 3000 psi CONC. w/(1) 2x4 FRAMING DETAIL NOTES DOUBLE TOP PLATE EITHER 'UPSET OR (2) #5's VERTICAL IN " RAFTER MIN. (6)112" DIAMETER DOWNSET) #5 REBAR VERT, STRUCTURAL SHEATHING PER PLAN AND ROOF FRAME OUT TO BLOCK cn WALL WITH STUDS @ I ROOF TRUSSES PER PLAN OR CURVED EDGE AS REQ'D RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING GROUT FILLED CELL NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D J -BOLTS USING 272" SQ. TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. VERIFY w/ PLAN FOR w :' ' O.G. w/ STRUCTURAL I rL Z 0 WASHERS & 5-112" MIN. FOR BEAM SIZE ' .. REQ'D LOCATIONS a 2x PT BOTTOM —�``� SHEATHING FROM I d = Z U � O o EMBED, AT EA. 2x6 P.T. DOOR SHEATHING ON BOTH SIDES FROM TOP OF SIDES FROM TOP OF I _ ~ PLATE TOP OF WALL TO BOTTOM OF WALL. U g PLAN, ROOFING MATERIAL c W BUCK, EA. SIDE OF OPENING. I BUILDER FRAME WALL TO BOTTOM OF I PER ARCHS U :. ATTACHED PER I - O �� •' •�: t� ;, ENTIRE COLUMN TO � 7/16" OSB EACH SIDE, BEAM. ATTACHED PER FIRST ANCHOR (BOTTOM & BEAM, ATTACHED PER I CMU WALL PER PLAN SEE FRAMING "' NAILING SCHEDULE .:': T FILLED '' 9� U W/ 6d NAILS @ 16" O.C, NAILING SCHEDULE I TOP 8" MAX ABOVE GARAGE � PRECAST LINTEL OR NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL BE ROU w ) U.N.O. F.F. & 6" BELOW TOP OF THREADED ROD PER I (1) #5 VERTICAL IN � BUCK, SPACE REMAINING PLANS. MIN. 6" FROM (4) EQ. SPACED J" TITEN HD ANCHORS w/ GROUT FILLED CELL (IF w ANCHORS @ 24" O.C. MAX MIN. 1 t EMBEDMENT FOR HOLLOW • END OF BRG. WALL/ REQ'D PER PLAN) .• ° BLOCK OR 31/2" EMBEDMENT FOR SOLID 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL p a a BLOCK. MAX. 6" FROM TOP AND BOTTOM w bt7SYP #2 BUCK END,1 112" OR 1/4" TAPCON W/ MIN, 2" EMBEDMENT 6" NOTE: SEE MD08 ON 0) > O in w ABOVE GARAGE F.F., EA. LINTEL PLAN FOR o m a SIDE OF OPENING BASE PLATE ai I FROM TOP AND BOTTOM AND 12" O.C. ADDIT'L REBAR INFO °° ¢ CONNECTION PER BRG BETWEEN r NOTE: CONTRACTOR TO WALL SCHEDULE VERIFY BUCK TO CMU SECTION ATTACHMENT LOCATIONS PT BASE PLATE PER GARAGE DOOR MFR;'S 60 VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS fiD0 BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LINTS PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. Ir 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET FOI\ ARCH WINDOW FRAMING DETAILS 1/2"=11-011 PRE-ENGINEERED TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SPI CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" J -BOLT OR THREADED ROD W/ SIMPSON SET -XP EPDXY @ 32" O.C. & 6" FROM EA. END. ANCHORS SHALL HAVE MIN. 7" EMBED. TO CMU & 2" X 2" X 1/8" SQUARE WASHERS. TOP KNOCK OUT COURSE W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL (MAX. 170C) 1/211=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER(SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. IF R (2) - 8d EACH END EIVD VIEW w/ WOOD 3/4"=1'-0" 12 (TYP) SEE ELEV, DOUBLE 2x TOP PLATE IF REQ'D, PROVIDE DORMER FRAMING DETAIL 3/4"=1'-0" CLOSURE WALL w/ O2x SEE TYPICAL HEADER SPACING SHEATHING PER PLAN I FRAMING DETAILS FOR OCONT. TYP. TRUSS TO FRAME �I ADDITIONAL OTO CRICKET AS REQUIRED CONNECTION PER MAIN SPAN ROOF INFORMATION TRUSS OPRE-ENGINEERED STD. CONNECTOR O2x (HEADER CAN BE 2x4 FRAMING DETAIL NOTES DOUBLE TOP PLATE EITHER 'UPSET OR SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR " RAFTER 2x8 DOWNSET) JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FRAME OUT TO BLOCK FINISH PER ARCHSFIN WALL WITH STUDS @ I ROOF TRUSSES PER PLAN OR CURVED EDGE AS REQ'D RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING "`- UPLIFT CONNECTOR (SEE SCHEDULE) 41, MASONRYWALL PER � ZPLAN CLOSURE WALL w/ O2x SINGLE TOP AND BASE SPACING PLATE w/ (2) 16d NAILS I TO TRUSS. STUDS @ 24" O.C. & EXT. OCONT. SHEATHING INSTALLED �I PER NAILING PATTERN OTO CRICKET AS REQUIRED 1x8 MAIN SPAN ROOF 12" O.C. TRUSS OPRE-ENGINEERED "`- UPLIFT CONNECTOR (SEE SCHEDULE) 41, MASONRYWALL PER � ZPLAN x W/ (2) 16d TOE NAILS :ACH END I 2x BUCK DETAIL PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE 3/4"=1'-0" O2x STUDS @ 16" O.C. FOR KNEE WALL SPACING @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN 1 x6 PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN 1x8 BOTTOM PLATE DOES NOT LINEUP ABOVE TRUSS 12" O.C. BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY, 2x4 FRAMING DETAIL 12" O.C. DOUBLE TOP PLATE SCHEDULE SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR " RAFTER 2x8 TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF WALL WITH STUDS @ FINISH PER ARCHSFIN WALL WITH STUDS @ I ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING W NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. x W/ (2) 16d TOE NAILS :ACH END I 2x BUCK DETAIL PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE 3/4"=1'-0" SIZE I TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1 x6 3/16" x 2 1/4" " (2) I 1x8 3/16" x 2 1/4" 12" O.C. 2 z z O O�l6J r> 2x4 3/16" x 3 1/4" 12" O.C. 1 SCHEDULE /1611x31/ " " < C1 2x8 3/16" x 3 1/4" 12" O.C. 2 Z OPENING SIZE AND Z NOTES: F= LOCATION PER PLAN O (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF W _O WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE= H CL 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE Lu - MASONRY WALL PER OF BUCK. o IY PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR � U EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO O P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. Z W � SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. o0 MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS O (FASTENING) ARE MET. u- 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID' GROUTED 6. WINDOW OR DOOR INSTALLATION BY OTHERS u- y®®yy,�rrrrr����®� ® �® 1/2"=1r^Orr O ®®®�••®®®®®���®®�O W C��i •°® •09 �® fie„ 0.. � r--- SHEATHING PER PLAN STRUCTURAL �.®®�' W 00 TYP, TRUSS TO FRAME SHEATHING auj = Y.i Z CONNECTION PER TYP. TRUSS TO FRAME ® �° : U STD. CONNECTOR CONNECTION PER i •® k ••-� NOTES STD. CONNECTOR d' ®° ® W /Q ® 000900 0 ® _j Z Q FRAME OUT TO BLOCK NOTES 4 ®®®®® ® ,� EDGE AS REQ'D FRAME OUT TO BLOCK = ���A►lirrreeyy®y® EDGE m ur U) 1/2" J -BOLT OR W THREADED ROD W/ I (2) 2x TOP PLATE 0- SIMPSON SET-XP0 EPDXY 32" O C & 6" (2)2x #2 SYP SEE PLAN O O (3) 16d COMMON 3/4"=1'-0" f 2x TOP PLATE O 2x PLATE —� (2) 2x #2 SYP SEE PLAN @ FROM EA. END, I FOR BEAM SIZE (ONLY 0 NAILS (TYP,) (2) I I FOR BEAM SIZE ANCHORS SHALL HAVE I IF OPENING PROVIDED PER PLAN) z z O O�l6J r> MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I SCHEDULE MIN. 7" EMBED. TO ,,MIN. I 2x4 SPF #2 KNEE < C1 d ��"`"�,� Iy�Z d� 3j N r Z WALL WITH STUDS @ I WALL WITH STUDS @ I p `� CMU & 2 X 2 X 1/8"I SQUARE WASHERS. WALL w/ STUDS @ 16" W U a w 16" O.C. W/ I (2) 2x #2 SYP SEE PLAN 16'" O.C. W/ I P O.G. w/ STRUCTURAL I rL Z 0 STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH I 2x PT BOTTOM —�``� SHEATHING FROM I d = PRE-ENG.TRUSS PER U � O o 7/16" OSB W/ (2) 8d SHEATHING ON BOTH SIDES FROM TOP OF SIDES FROM TOP OF I _ ~ PLATE TOP OF WALL TO BOTTOM OF WALL. U • PLAN, ROOFING MATERIAL c W WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF I PER ARCHS U :. ATTACHED PER I - O w N O � 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM, ATTACHED PER I RUNS. TYP EACH SIDE SEE FRAMING "' NAILING SCHEDULE Z W '' 9� U W/ 6d NAILS @ 16" O.C, NAILING SCHEDULE I NAILING SCHEDULE I � PRECAST LINTEL OR `` OTHERWISE SP2 CLIPS O� z 9 TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I BUILDER FRAME KNOCKOUT COURSE AT TOP AND SP1 CLIPS F > TOP OF MASONRY Z AT TOP AND SP1 CLIPS Lu AT BASE ARE REQ'D SUPPLIED BY A/C SEE ARCH PLANS FOR O C/) 0 AT BASE ARE COMPANY - OVERHANGINFO RADIUS AS REQ'D SYP N REQUIRED MASONRY WALL 0.. F-+ Q z uj O KNFFWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL OPENING SIZE AND Z NOTES: F= LOCATION PER PLAN O (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF W _O WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE= H CL 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE Lu - MASONRY WALL PER OF BUCK. o IY PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR � U EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO O P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. Z W � SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. o0 MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS O (FASTENING) ARE MET. u- 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID' GROUTED 6. WINDOW OR DOOR INSTALLATION BY OTHERS u- y®®yy,�rrrrr����®� ® �® 1/2"=1r^Orr O ®®®�••®®®®®���®®�O W C��i •°® •09 �® fie„ 0.. � r--- SHEATHING PER PLAN STRUCTURAL �.®®�' W 00 TYP, TRUSS TO FRAME SHEATHING auj = Y.i Z CONNECTION PER TYP. TRUSS TO FRAME ® �° : U STD. CONNECTOR CONNECTION PER i •® k ••-� NOTES STD. CONNECTOR d' ®° ® W /Q ® 000900 0 ® _j Z Q FRAME OUT TO BLOCK NOTES 4 ®®®®® ® ,� EDGE AS REQ'D FRAME OUT TO BLOCK = ���A►lirrreeyy®y® EDGE m ur U) 1/2" J -BOLT OR W THREADED ROD W/ I (2) 2x TOP PLATE 0- SIMPSON SET-XP0 EPDXY 32" O C & 6" (2)2x #2 SYP SEE PLAN O O (3) 16d COMMON 3/4"=1'-0" f 2x TOP PLATE O 2x PLATE —� (2) 2x #2 SYP SEE PLAN @ FROM EA. END, I FOR BEAM SIZE (ONLY 0 NAILS (TYP,) (2) I I FOR BEAM SIZE ANCHORS SHALL HAVE I IF OPENING PROVIDED PER PLAN) z z O O�l6J r> MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I SCHEDULE MIN. 7" EMBED. TO ,,MIN. I 2x4 SPF #2 KNEE < C1 d ��"`"�,� Iy�Z d� 3j N r WALL WITH STUDS @ I WALL WITH STUDS @ I p `� CMU & 2 X 2 X 1/8"I SQUARE WASHERS. WALL w/ STUDS @ 16" W U a 2x4 SPF CONT. 16" O.C. W/ I (2) 2x #2 SYP SEE PLAN 16'" O.C. W/ I P O.G. w/ STRUCTURAL I rL Z BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH I 2x PT BOTTOM —�``� SHEATHING FROM I d = PRE-ENG.TRUSS PER U � O o 7/16" OSB W/ (2) 8d SHEATHING ON BOTH SIDES FROM TOP OF SIDES FROM TOP OF I _ ~ PLATE TOP OF WALL TO BOTTOM OF WALL. U • PLAN, ROOFING MATERIAL c NAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF I PER ARCHS U :. ATTACHED PER I - O w N O � 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM, ATTACHED PER I RUNS. TYP EACH SIDE SEE FRAMING "' NAILING SCHEDULE Z W '' 9� U W/ 6d NAILS @ 16" O.C, NAILING SCHEDULE I NAILING SCHEDULE I � PRECAST LINTEL OR `` OTHERWISE SP2 CLIPS O� z 9 TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I BUILDER FRAME KNOCKOUT COURSE AT TOP AND SP1 CLIPS F > TOP OF MASONRY Z AT TOP AND SP1 CLIPS Lu AT BASE ARE REQ'D SUPPLIED BY A/C SEE ARCH PLANS FOR O C/) 2x BUCKS, AT BASE ARE COMPANY - OVERHANGINFO RADIUS AS REQ'D SYP - REQUIRED MASONRY WALL 0.. F-+ Q uj KNFFWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL NAIL SCAB TO TOP 1F A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2:) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 1 Od NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAILED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 1 O NAILS @ 4" O.C. STANDARD TRUSS TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSSB01 A/C IN TRUSSES 3/4"=1'-0rr PRE -MANUFACTURED --- _ CHIMNEY CAP TOP OF CHIMNEY MIN. ----�� 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24"' --�� O.C. MAX, w/ (4)1 Od NAILS TO BOTTOM CHORD & (3) 10d NAILS TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT„ USE 2x6 SYP #2 STUDS GALVANIZED FLASHIING------- 2x4 BLOCKING W/ (2) ----- 16d COMMONS END NAILED TO VERTICAL 2x4's 3/4"=1'-0" 12 SEE PLANF-,-,--, r -------------- A/C UNIT --A/CUNIT AND PAN MIN. 24 BY SUPPLIER MIN. 24 MAX 48" 'r MAX 48" I. BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0 MO CHIMNEY FRAMING DETAIL 3/4"=1'-0" 3/4"=1' -Orr ( 3/4"=1'-0" D U) ROOF SHEATHING Q v z ATTACH PER NAILING SCHEDULE U. O W Ut� Lu -j z p `� O LU z co J� 8 CHORD STANDARD TRUSS P TOP VARIES Q Z_ 0 o a 111 z TRUSS WEBS NOT W J -r cop o a 0 3 SHOWN FOR CLARITYwz PRE-ENG.TRUSS PER o ZZ E 24" O.C. MAX _ ~ Q � O 2x4 #2 SYP CROSS BRACING (AT 45°) W1 PLAN, ROOFING MATERIAL w W < o a 0 N PER ARCHS U w N (3) 12d NAILS TO RAT LLL Z Fes- u- O U RUNS. TYP EACH SIDE SEE FRAMING Q 0 .J �' W Z O ----"'`-�� FOR CONNECTION w � CONDENSATE INFO 0 DISPOSAL BY A/C SEE ELEVATION U V W TOP OF MASONRY Z ------ CONNECSUPPLIETION TO BE Lu SUPPLIED BY A/C SEE ARCH PLANS FOR 0 C/) COMPANY - OVERHANGINFO U) O a- SYP 2) 2x4 #2 BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. TYP. SINGLE TIE -BEAM END W/ (1) #5 CONT, C GROUT SOLID U 4 w FLUE PER MANUF. m f SPECS W/ 2" MIN. WINDOW PER CLEAR BETWEEN FLUE FLOOR PLAN ` & FRAME GALVANIZED FLASHING I PRECAST CONC. OR EXT. SHEATHING POWERS STEEL SILL f ATTACHED PER TYP, @ ALL WINDOWS NAILING SCHED, t 2x4 FRAMED CRICKET EXT FINISH PER PLAN i W/ GALVANIZED FLASHING MAIN FLOOR (4) 16d COMMONS ELEV 0'-0" NAILED @ EACH END CONC. SLAB - ` �: +' i VERT REINF. BEYOND SEE FOUNDATION 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO ITIIiI: 11- 16d COMMONS END NAILED TO VERTICAL I I __ MASONRY WALL PER i 2x4 s PLAN I i SEE FOUNDATION DETAILS FOR FTG INFO i TRUSS PER PLAN i A`S'6 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" ty �.. 0 11 � M Z 0 � W uj M -4 �e O00000 1 ,V_ 2 re CO O-aZ ..1 W w 0 2 a0= STRUCTURAL ENG: *** DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. .— TM - 2171009 SCALE: AS INDICATED DATE: 07/25/17 SD2 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN l l Il.l_II 111 1}1 L Ill ull } L- SIMPSON H10A ' '-011vir-co"all 11 rvr% DIAGONAL TO BEAM DIAGONAL TO TOP - BRACE TO PLATE WHERE O.M. IS > 1'-0", DROP NO BRACE REQUIRED 4#-8" < H 6 7' -0 PROVIDE 2x4 BRACE J W 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ _ ROOF SHEATHING (TYP.) (END NAIL PLTS. BRACING @ 48" . BOTTOM CHORD. SIMPSON HGA10 @ 48" PER PLAN PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE GABLES wl OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d RAFTER TO OPP SIDE FOR NAILING v D CONNECTION DETAIL (AS SHOWN) HORIZONTAL (+/-10') I PLATE 24" O.C. FOR FALSE BIM .® ®s® ®®�®® ®®' �j OR REQ'D CONNECTIONS O.C. TO EA: ADJ. DIAG. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. MAX. @ <� _ ' --- - CONT. 2x4 W/ (2) 12d END NAILS BRACE TO LEDGER TOENAILS EA. END L NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS a7 PROVIDE 16d NAILS W C� FASTEN TO DIAG. w/(2) - 2x4 LEDGER W/ (2) 10d GABLE END TRUSS TO PER CHART ¢ BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH NAILS @ EACH WEB EA.DIAG. AS SHOWN. SHEATHING PER PLAN p III V GABLE END W/ 16d it I o ¢m BEAM CONNECTION ME WALL CONNECTION FRA SHEATHING NOT REQ'D SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF FRAMING FOR FALSE F (1) KING STUD w/ CMU WALL OR LINTEL �' 32" O.C. HGA10KT BELOW @ BEAM, IF REQ'D w/ (3) 10d NAILS @ EA. TRUSS FROM TOP OF WALL — 2x4'S @ 24" O.C. TO BE CONT. @THE BRACE SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. 2x4 STUDS @ 24" O.C. W/ STUDS TYP. BASE #5 CONT. SINGLE BASE & TOP w PLATE w/ PLYWOOD TRANSITION FROM SHEATHING COVERING IF REQ'D BLOCKS w/8d NAILS SEE ELEV. FOR (5) 16d NAILS BRACE SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** EO GABLE END @ FLAT CEILING CONNECTIONS -- 1/2" x $" J -BOLT @ 32" O.C. AND 6" FROM EA. ; , DTC CLIP, (2) 8d NAILS INTO BLOCKING; (2) MASONRY WALL OR WALL TO GABLE END w/ NUT & WASHER � 3/16" x 2 3/4" TAPCONS +''� LINTEL SEE PLAN @ 6" O.C. O.H. SIZE � c ^' IN CMU. OR SIMPSON GABLE BRACING @ 48" TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 Q s TRUSS \ CONT. 2x4 DETMU AIL WALL SPLICE DETAIL WALL SPLANDICE WHERE O.H. 1S > V -011,v GABLE END O CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE O.G. NOT REG'D 6' DROP END GABLE w/ Z AF A PROVIDE 2x4 BRACE SHEATHING FASTEN uu- @ 48" O.C. TO 3RD OUTLOOKERS @ 24" FROM EAVES FASTEN SIDE WALL FASTEN \ \ BAY REQ'D w/ GABLE END O.C. TO RUN BACK TO 00 O PER PLAN = W SHEATHING PER PLAN. \ STRONGBACK, SEE 1ST COMMON TRUSS u -- F- SHEATHING FASTEN FASTEN TO DIAG.w/(2) (5) 16d NAILS BRACE �, CHART WITH (3) 12d TOENAILS. n TO BLOCKING '�.. GABLE BRACING (+) CONNECT TO DROP w p u - O EXT: SHEATHING; \ SEE CHART GABLE WITH H2.5 CLIP. � U J ATTACH'PER PLAN SIMPSON H10A DIAG. Z MAX 2'-0" O.H. U SIMPSON H10A ' '-011vir-co"all 11 rvr% DIAGONAL TO BEAM DIAGONAL TO TOP - BRACE TO PLATE TRUSS BOT. CHORD NO BRACE REQUIRED 4#-8" < H 6 7' -0 PROVIDE 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ _ ROOF SHEATHING (TYP.) (END NAIL PLTS. BRACING @ 48" . BOTTOM CHORD. RIDGE BOARD W/ A35 ON (1) SIDE OF PER PLAN PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE z Z W 0 2x4 SYP #2 BRACING @ DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d RAFTER TO OPP SIDE FOR NAILING v D CONNECTION DETAIL (AS SHOWN) HORIZONTAL (+/-10') I PLATE 24" O.C. FOR FALSE BIM .® ®s® ®®�®® ®®' �j OR REQ'D CONNECTIONS 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. 1N/ (2) 12d TO EA: ADJ. DIAG. w NAILS INTO TOP PLATE -� ®® ®®®®®®� ®'� Z ®s®/// MAX. STRONGBACK IF REQ'D 6' FROM EAVES. _ ' --- - CONT. 2x4 W/ (2) 12d END NAILS BRACE TO LEDGER TOENAILS EA. END HOLD WALL 3-1/2" @ EACH END PROVIDE 16d NAILS io FASTEN TO DIAG. w/(2) - 2x4 LEDGER W/ (2) 10d GABLE END TRUSS TO PER CHART ¢ 2x TOP PLATE TO TRUSS PER PLAN NAILS @ EACH WEB w PLT.@12" O.C. MAX. III V GABLE END W/ 16d it I o ¢m BEAM CONNECTION ME WALL CONNECTION FRA L_ 16d NAILS. O FRAMING FOR FALSE JL (1) KING STUD w/ CMU WALL OR LINTEL �' 32" O.C. HGA10KT BELOW @ BEAM, IF REQ'D w/ (3) 10d NAILS @ EA. TRUSS a FROM TOP OF WALL — 2x4'S @ 24" O.C. m < BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. W/ STUDS TYP. BASE #5 CONT. SINGLE BASE & TOP w PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION (5) 16d NAILS BRACE SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** EO GABLE END @ FLAT CEILING CONNECTIONS -- 1/2" x $" J -BOLT @ 32" O.C. AND 6" FROM EA. ; , DTC CLIP, (2) 8d NAILS INTO BLOCKING; (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS +''� LINTEL SEE PLAN PLATE W/ 1/2" x $" ANCHOR BOLT OR MSTAM-24 TYP. EA. LINTEL SEE PLAN ^' IN CMU. OR SIMPSON GABLE BRACING @ 48" TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 Q s CENTERED BETWEEN TO BLOCKING DETMU AIL WALL SPLICE DETAIL WALL SPLANDICE STD GABLE END O CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD O.G. NOT REG'D 6' AF A PROVIDE 2x4 BRACE SHEATHING FASTEN uu- FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN = W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D Iss 45' PER PLAN. 16d NAILS. u - O J SIMPSON H10A DIAG. Z CONTRACTOR TO FIELD VERIFY WHICH CONTRACTOR CONTACT EOR TO BLOCKING ®Ottlitiflifi//®/, ®0� 6/� �/®® CONDITION IS REQUIRED. FOR ADDITIONAL INFO AS REQ'D LLI � ®®000®®oo � �® M SIMPSON A23 @ EACH A35 DIAGONAL TO ROOF SHEATHING PER PLAN 3/4"=1'-011 2x4 BLOCKING @ EA, OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES RAKED DOUBLE TOP — PLATE CEILING NAILER AS — I NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ — 16" O.C. TYP. 2x8 #2 SYP PT BASE -- PLATE CMU WALL PER PLAN - GABLE END @ VAULTED CEILING 3/4"=1'-0" Lu I [K I G�\ FIELD FRAMED VALLEY DETAIL 1/2"=11-010 GABLE BRACING CHART - BRACE TO PLATE TRUSS BOT. CHORD NO BRACE REQUIRED 4#-8" < H 6 7' -0 (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 3 1/4" HOLD 1/2" J -BOLTS w/ O 0 _ .+w J Q uj CC)GABLE ROOF SHEATHING (TYP.) (END NAIL PLTS. BRACING @ 48" . BOTTOM CHORD. RIDGE BOARD W/ A35 ON (1) SIDE OF PER PLAN PT 2x8 PLT., CANT. FOR CLG. NAILING SURFACE SEE GABLE WASHERS (MIN. 7" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d RAFTER TO OPP SIDE FOR NAILING v D CONNECTION DETAIL (AS SHOWN) HORIZONTAL (+/-10') I EACH END AND 32" O.C. 24" O.C. FOR FALSE BIM .® ®s® ®®�®® ®®' �j OR REQ'D CONNECTIONS 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. 1N/ (2) 12d BRACE NOT REQUIRED w NAILS INTO TOP PLATE -� ®® ®®®®®®� ®'� Z ®s®/// MAX. ATTACHMENT w/ (3) 1 Od 6' FROM EAVES. _ SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER TOENAILS EA. END HOLD WALL 3-1/2" @ EACH END PROVIDE 16d NAILS io I - 2x4 LEDGER W/ (2) 10d GABLE END TRUSS TO ¢ 2x TOP PLATE TO TRUSS PER PLAN NAILS @ EACH WEB w PLT.@12" O.C. MAX. III V GABLE END W/ 16d it I o ¢m NAILS @ 6 O.C. L_ TRUSS PER PLAN O FRAMING FOR FALSE JL (1) KING STUD w/ CMU WALL OR LINTEL �' 32" O.C. HGA10KT BELOW @ BEAM, IF REQ'D w/ (3) 10d NAILS @ EA. TRUSS a FROM TOP OF WALL LSTA18 HEADER TO BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. W/ STUDS TYP. BASE #5 CONT. SINGLE BASE & TOP w PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** EO GABLE END @ FLAT CEILING CONNECTIONS -- 1/2" x $" J -BOLT @ 32" O.C. AND 6" FROM EA. ; , DTC CLIP, (2) 8d NAILS INTO BLOCKING; (2) ROOF SHEATHING PER PLAN 3/4"=1'-011 2x4 BLOCKING @ EA, OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2'-0" MAX. END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES RAKED DOUBLE TOP — PLATE CEILING NAILER AS — I NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM REQ D 2x8 #2 SPF STUDS @ — 16" O.C. TYP. 2x8 #2 SYP PT BASE -- PLATE CMU WALL PER PLAN - GABLE END @ VAULTED CEILING 3/4"=1'-0" Lu I [K I G�\ FIELD FRAMED VALLEY DETAIL 1/2"=11-010 GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4#-8" < H 6 7' -0 (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM \ @ 6" O.C. STRONGBACK TO DIAGONAL �`"------ GABLE VERTICAL • • Mot," — 2ND 2x4 BRACE IF x REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. cl� GABLE END BRACING 3/4"=1,r -Orr PROVIDE 2x BLOCKING 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, (4) 8d NAILS TO TOP 2x4 BLOCKING (2) 12d •` FOR NAILING (2)16d NAILS PLT. TO LL ®; w00 PLATE NAILS, TOENAILED @ 10d COMMON NAILS @ STUD TOP & BOTTOM LAY 2x4 BLOCKING OVER THE TOP THE EACH END (TYP.) O 0 _ .+w J Q uj CC)GABLE ROOF SHEATHING (TYP.) (END NAIL PLTS. BRACING @ 48" . BOTTOM CHORD. RIDGE BOARD W/ A35 ON (1) SIDE OF PER PLAN PROVIDE 2x BLOCKING %', z Z d U SEE GABLE ,�•;,;•. O.C. MAX. 45° FROM DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d RAFTER TO OPP SIDE FOR NAILING v D CONNECTION DETAIL (AS SHOWN) HORIZONTAL (+/-10') I INTO BLOCKING, (4) 8d END NAILS @ EA. .® ®s® ®®�®® ®®' �j OR REQ'D CONNECTIONS 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. 1N/ (2) 12d BRACE NOT REQUIRED NAILS INTO TOP PLATE -� ®® ®®®®®®� ®'� Z ®s®/// BLOCKING @ 24 O.C. 6' FROM EAVES. TRUSS PER PLAN_ ®®® >- O 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM \ @ 6" O.C. STRONGBACK TO DIAGONAL �`"------ GABLE VERTICAL • • Mot," — 2ND 2x4 BRACE IF x REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. cl� GABLE END BRACING 3/4"=1,r -Orr PROVIDE 2x BLOCKING 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, (4) 8d NAILS TO TOP 2x4 BLOCKING (2) 12d •` FOR NAILING (2)16d NAILS PLT. TO VALLEY. FASTEN w/ (5) PLATE NAILS, TOENAILED @ 10d COMMON NAILS @ STUD TOP & BOTTOM LAY 2x4 BLOCKING OVER THE TOP THE EACH END (TYP.) EACH END.AT 24" O.C.. ROOF SHEATHING (TYP.) (END NAIL PLTS. TRUSS PER PLAN . BOTTOM CHORD. RIDGE BOARD W/ A35 ON (1) SIDE OF PER PLAN TO STUD) 2x WALL, SEE PLAN ,�•;,;•. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d RAFTER TO OPP SIDE INTO BLOCKING, (2) I (AS SHOWN) 0 I INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. 1N/ (2) 12d NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24 O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR - 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB HEADER PER PLAN IF EXTERIOR SHEATHING. REQ'D. MW (1) JACK & CK & TRUSS PER PLAN Z ATTACH PER PLAN (1) KING STUD w/ a FROM TOP OF WALL LSTA18 HEADER TO w TO BOTTOM STUDS TYP. BASE w CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. -- 1/2" x $" J -BOLT @ 32" O.C. AND 6" FROM EA. ; , DTC CLIP, (2) 8d NAILS INTO BLOCKING; (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS +''� LINTEL SEE PLAN PLATE W/ 1/2" x $" ANCHOR BOLT OR MSTAM-24 TYP. EA. LINTEL SEE PLAN ^' IN CMU. OR SIMPSON .. TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 6" FROM EACH END CENTERED BETWEEN DETMU AIL WALL SPLICE DETAIL WALL SPLANDICE STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD SHEATHING PER PLAN 2x6 COLLAR TIE HALF WAY UP HEIGHT OF NAILS INTO BLOCKING, (4) 8d NAILS TO TOP END. •` VALLEY. FASTEN w/ (5) PLATE STRUCTURAL ENG: *** 10d COMMON NAILS @ ;:°'• LAY 2x4 BLOCKING OVER THE TOP THE EACH END (TYP.) 2x6 RAFTER TO 2x8 TRUSS PER PLAN . BOTTOM CHORD. RIDGE BOARD W/ A35 ON (1) SIDE OF TRUSS PER PLAN 0 2x WALL, SEE PLAN ,�•;,;•. RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) I (AS SHOWN) 0 I 24's @ 24" O.C. MAX. N1CMU OR'SIMPSONS FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. @ 24" O.C. 1N/ (2) 12d 2x6 (MIN.) PLATE THRU END NAILS @ EACH SHEATHING PER PLAN tY END. •` W/ 1/4"x4 -1J2" SIMPSON SDS SCREWS TO TOP STRUCTURAL ENG: *** WALL SHEATHING PER ;:°'• LAY 2x4 BLOCKING OVER THE TOP THE -- -- -- — — -- CHORD OF EACH PLAN LINTEL PER PLAN . BOTTOM CHORD. TRUSS BELOW FASTEN CONY, 2x 0 2x WALL, SEE PLAN ,�•;,;•. ATTACH W/ (2) 10d NAILS @ EACH TRUSS. VALLEY RAFTER AT 24" O.C. FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. fi FO NON-BEARING WALL CLIP DETAIL 3/4rr=1'-011 SEE PLAN FOR m u - SUPPORT AND TIE DOWN OF JACK TRUSSES a PROVIDE BLOCKING O BETWEEN TRUSS BAYS ° @ 48" O.C. FOR FIRST 3 U BAYS SEE GABLE WALL PER PLAN Z CONNECTION DETAIL<C O bjr v r FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE � U yf���J o CONNECTIONS MASONRY) 0 o 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' _ � ° o ° U O p� Z V �' 9�S�G U G 0 Z 9 CL z Li CEOGABLE END @ FLAT CEILING w/ BOSTON HP 3/4"=V-0" (2) 2x TOP PLATE V, Z SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. J U h OUTLOOKER OR CONY. FRAME OR O� W J o �? HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER Z 0 c 6 7 N SEE HEADER CANTILEVER PLAN 06 � z ^ 3 rn SCHEDULE &NOTES ¢ W FOR ADDT'L INFO.4 0 Z 0 w z 0 SIMPSON LSTA12 OR - J N E o = SP4 CONNECTORS @ _ Q O o U) r GABLE TRUSS E Z 24ro.C. IF HEADER WITH f- U) '2ui o UPLIFT SPAN 4'-6" OR _ Z ¢ z MORE. EXT. SHEATHING; ~ 0 m o O a N ATTACH PER NAILING U 2x DOWNFRAME TO SCHED. U W tj w W N IIN,I DOOR AS REQ'D (2) 16d NAILS TO EA. d LU O U COMMON TRUSS �"", t ' Z 0 O I-- [W� SIMPSON META16 @ Q ~ `� 32" O.C. GABLE TRUSS Z_ W I • MAIN SPAN ROOF I 1/2" THREADED ROD TO MASONRY. AT TRUSS m = I I EA. SIDE OF HEADER WOOD WALL uj (CENTERED w/in TOP LOCATIONS USE UPLIFT CONNECTOR p PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) 0 - STUDS) w/ MIN 7" 32" O.C. MASONRY WALL - EMBED. INTO SLAB SHOWN, SEE PLAN Z ONLY REQ'D @ BRG FOR WOOD OR p WALL W/ UPLIFT MASONRY (GEO GABLE END AT VALLEY FRAMING z I3/4"=1"'0". _ �• C 11 L HEADER STUDS PER H C HEADER SCHEDULE U.N.O. ON PLANS Ia— ZOO I cn 'W W OO I ATTACH JAMB STUDS Q �e 0 00 PER WF08/SD4 © 0 O I w O J Z ❑ U J ui cn W LIJ P.T BASE PLATE O F— F- U Q. ti. JOB No. TM - 2171009 SCALE. AS INDICATED ~ DATE:._ 07/25/17 V11� TYPICAL HEADER DETAIL NOT USED 1/2"=V-0" r_O" z u%5 tY I— STRUCTURAL ENG: *** Q DRAFTING: Z -STRUCT:_._._.DJ -- QC CHECK: CC 0 ti. JOB No. TM - 2171009 SCALE. AS INDICATED ~ DATE:._ 07/25/17 V11� TYPICAL HEADER DETAIL NOT USED 1/2"=V-0" r_O" z u%5 NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP, NAIL FIELD INSTALLED NOTES: PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION LONG, TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4 DIA. x 51/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALLDIMENSION TO BE HELD WITHIN +/-1/4 INSTALL SIMPSON TOP PLATE. ATTACH " PSPN516Z W/ (12) 16d W/ (2) 40d NAILS 3" O.C. @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE NAILING NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) �f REQUIREMENTS THIS LJ st$„ ATTACHED PER N 10d x 3" COMM( M/N (WF08/SD3) OVERLAP TOP PLATE IX AT CORNER 10d x 3" COMMON OPP. O TOP SPLICE @ • • SIDE z DOUBLE 2X4 TOP NAIL BOTTOM PLATE O Q PLATE . • ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT z I I a • TOP PLATE W/ (4) 12d0 U)TOE-NAILS TYPICAL • UP COLUMN BELOW W/ . • (2) 10d (NAILS 0° ATTACH 2x4 STUDS TO 00 TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT • • 10d x 3" COMM( 2'1/2" EDGE OUTSIDE (2) 2x4's LU P pQ EDGE DISTANCE Q 0 PER OLETA1L _. W 10dx3" w � N. z C� 2", O z L- Z 00 a W co g H co tL 0- o C7 W z 10d x 3" OPP. SIDE z aom. 140 ALL LOCATION TOP SPLICE OPP. SIDE DEDTAILANCE PER _j - - --- BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION I I I I w STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's U- FO TYPICAL TOP PLATE SPLICE @BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o ®� �� _ ° 3/4 =ll -011.® ®®L6 oo SHEATHING PER PLAN ° ®� �• Y o 2x DBL TOP PLATE 72 MIN. 15/32 EXP 1 SHEATHING 3/8" NOTE: SOFFIT FRAMING & LEDGER NOT INSTALLED VERTICALLY. 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE ®� �° c� Z BEYOND O u AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY • ®C _ _ � SOFFIT MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING, ;r> F- �.' •� � � Q U _ - — -- — — — — w J (1) ROW OF 8d COMMON NAILS @ 3 O.C. o "A" = NAIL SPACING FASTEN PER PLAN '•°® °® �� -� •---- g — — IT — 1 — — T — 1� W _ 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON I 0�,� -(& 20�,� SC,q� ROOF SHEATHING, ®®® ®°®®°°®°' ° ®�® �g w ¢� II I I II II II °' i- U. O NAILS @ 3" O.C. X<F G,L9A r0 <4 -qo O FASTEN PER PLAN = 4✓j®®,, �[' p��® � O II II II LL a °z = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" N Tti TR(S ROOF SHEATHING, T R� 1@1 _11 _ — C� COMMON NAILS 3" O.G. — O,cO S FASTEN PER PLAN yO,cO S771 m III III I I — WALL SHEATHING O _ 4 NAIL INT, W/ 8d COMMON NAILS 12" O.G. &NAIL — o ti ti 2x4 FRAMING @ 24" w SPLICE, SEE SPLICE O ", A "" O.C. MAX. - I II III. II I I I „ g EDGES 6 O.C. U.N.O. ON PLANS 1/2 2x4 FRAMING @ 24 - 2x4 #2 SYP CONT. w/ (2) -' DETAIL. MAX 1/8 O.C. MAX. PROVIDE (4) 10d x 3" a" III OPENING III II II II SPACE BETWEEN w W 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 16d COMMON NAILS 4 w (� "" DOUBLE NAIL EDGE SPACING 2x SCAB wi 1od NAILS EA. sTUD oR TRuss U �"', o LI III I I PANELS m W COMMON NAILS @ 3 O.C. PROVIDE (4)10d x3 NAILS AT JOINT O � @ 4 O.C. MEMBER, TYP. (MAX. LII 3 I I I I I I I co Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT 0 'lrp .� 24 O.C.). IF MASONRY z � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP, III II II II O TOP &BOTTOM STUD PER PLAN @ 4" O.G. USE (2) 1/4" TAPCONS `t 1 1° Jlyj N III AROUND III II II it 2x STUDS BEYOND, SHEATHING SPLICE, w/ MIN. 2" EMBED. @ `6 C j ���j Q OPENING SEE PLAN FOR MORE "- (7� (2) 8d NAILS @ 3" O.C: TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA 24" O.C. w � r III III II II II ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP INFO w 10d x 3" COMMON STUDS w/ (2) 1/4" X 4%" III- (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d SIMPS. SDS SCREWS @ PLATE SPLICE n (III II II IIIc II II II _ m~ �0 (III I I II (III Ii II EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SDS WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. LOCATIONS) 000 �O MAX.; — — — --- -- TO MASONRY w/ 2x6 PT U_0 NAIL AS SHOWN (5) 10d 2 1/2" � + THEN (2) ROWS 10d ALL LOCATION `" U CUT TO FIT 1 2x BOTTOM PLATE 12 12" O.C. D 0 BEYOND SEE PLAN HTS20 CLIP FROM SHEATHING DIAGRAM w F1 EXTERIOR SHEATHING SCHEDULE • NAILS @ 8"" O.C. PLAN VIEW @ TOP OF POST �8" �O w TO STUDS OR BEAM w/ CONV, FRAMED 7 o 1 1/2" z ABU POST BASE PER (2) 1/4" X 4%z' SIMPS. MEMBERS ONLY SDS SCREWS @ 16" PLAN O.C. MAX.; OTHERWISE 2x4 WALL BEYOND 5/8" THREADED ROD w/ TO GABLE END STUDS /y �N o' NUT SET 1N ADHESIVE - N10 STRUCTURAL ENG: w SDS SCREWS @ 16" FASCIA PER DRAFTING: H d O.C. MAX.; COMMUNITY SPECS z W._..-__-_ -STRUCT: DJ AGAINST 2x8 STUDS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR N SYP #2 LEDGER w/ 1/411 PRE-ENGINEERED Q "— INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" N LJ st$„ ATTACHED PER N 10d x 3" COMM( M/N (WF08/SD3) OVERLAP TOP PLATE IX AT CORNER 10d x 3" COMMON OPP. O TOP SPLICE @ • • SIDE z DOUBLE 2X4 TOP NAIL BOTTOM PLATE O Q PLATE . • ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT z I I a • TOP PLATE W/ (4) 12d0 U)TOE-NAILS TYPICAL • UP COLUMN BELOW W/ . • (2) 10d (NAILS 0° ATTACH 2x4 STUDS TO 00 TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT • • 10d x 3" COMM( 2'1/2" EDGE OUTSIDE (2) 2x4's LU P pQ EDGE DISTANCE Q 0 PER OLETA1L _. W 10dx3" w � N. z C� 2", O z L- Z 00 a W co g H co tL 0- o C7 W z 10d x 3" OPP. SIDE z aom. 140 ALL LOCATION TOP SPLICE OPP. SIDE DEDTAILANCE PER _j - - --- BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION I I I I w STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's U- FO TYPICAL TOP PLATE SPLICE @BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN o ®� �� _ ° 3/4 =ll -011.® ®®L6 oo SHEATHING PER PLAN ° ®� �• Y o 2x DBL TOP PLATE 72 MIN. 15/32 EXP 1 SHEATHING 3/8" NOTE: SOFFIT FRAMING & LEDGER NOT INSTALLED VERTICALLY. 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE ®� �° c� Z BEYOND O u AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY • ®C _ _ � SOFFIT MANUFACTURER'S SPECIFICATIONS. ROOF SHEATHING, ;r> F- �.' •� � � Q U _ - — -- — — — — w J (1) ROW OF 8d COMMON NAILS @ 3 O.C. o "A" = NAIL SPACING FASTEN PER PLAN '•°® °® �� -� •---- g — — IT — 1 — — T — 1� W _ 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON I 0�,� -(& 20�,� SC,q� ROOF SHEATHING, ®®® ®°®®°°®°' ° ®�® �g w ¢� II I I II II II °' i- U. O NAILS @ 3" O.C. X<F G,L9A r0 <4 -qo O FASTEN PER PLAN = 4✓j®®,, �[' p��® � O II II II LL a °z = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" N Tti TR(S ROOF SHEATHING, T R� 1@1 _11 _ — C� COMMON NAILS 3" O.G. — O,cO S FASTEN PER PLAN yO,cO S771 m III III I I — WALL SHEATHING O _ 4 NAIL INT, W/ 8d COMMON NAILS 12" O.G. &NAIL — o ti ti 2x4 FRAMING @ 24" w SPLICE, SEE SPLICE O ", A "" O.C. MAX. - I II III. II I I I „ g EDGES 6 O.C. U.N.O. ON PLANS 1/2 2x4 FRAMING @ 24 - 2x4 #2 SYP CONT. w/ (2) -' DETAIL. MAX 1/8 O.C. MAX. PROVIDE (4) 10d x 3" a" III OPENING III II II II SPACE BETWEEN w W 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 16d COMMON NAILS 4 w (� "" DOUBLE NAIL EDGE SPACING 2x SCAB wi 1od NAILS EA. sTUD oR TRuss U �"', o LI III I I PANELS m W COMMON NAILS @ 3 O.C. PROVIDE (4)10d x3 NAILS AT JOINT O � @ 4 O.C. MEMBER, TYP. (MAX. LII 3 I I I I I I I co Q PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT 0 'lrp .� 24 O.C.). IF MASONRY z � HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS III TYP, III II II II O TOP &BOTTOM STUD PER PLAN @ 4" O.G. USE (2) 1/4" TAPCONS `t 1 1° Jlyj N III AROUND III II II it 2x STUDS BEYOND, SHEATHING SPLICE, w/ MIN. 2" EMBED. @ `6 C j ���j Q OPENING SEE PLAN FOR MORE "- (7� (2) 8d NAILS @ 3" O.C: TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA 24" O.C. w � r III III II II II SHEATHING & GYPSUM WALLBOARD PER PLAN 2x FASCIA PER PLAN a O z BLOCKING (2) 8d TOE NAILS TO <t U r_ O CMU WALL PER PLAIN TRUSS CONNECTION (2) 8d TOENAILS TRUSS PER PLAN JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 0 2x4 PT LEDGER W/a-- Z NAILING PER 1At x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 6RO.0 2) 16d O SCHEDULE ' ; O.C. PLAN Z U O V ti 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY Z9 O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE > NAILSco 0 A (2) 16d PLAN (TRUSS SHOWN) O� z O ""� ❑ NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL �- a m U NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IFF1 TYPICAL SCAB OVERHANG DO2 (-EDGER @ LOW ROOF I=- NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS U) cn r � SEE ROOF SHEATHING, O v, 2x4 #2 SPF Z PLAN NAIL PER PLAN SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR U J U) (2) 2x BUILT-UP COL. BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS 0 Uj U n CONNECTION CONNECTION EACH END z d J 1� o n SIMPSON SP4 OR SP2 2x BLOCKING Wt (2) (2) 2x TOP PLATE @ EACH STUD 12d NAILS @ EACH END ++ x x 2x12 BOX HDR w/ 2x8's `� Z Q 0 LL TOP & BOT.; 2x8 TO 2x8 #2 SPF VERTICAL UZ O p © O 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF i F_ U M - ti = PRE-ENGINEERED SIMPSON LSTA30 W/ W J co z a a cS 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24 O.C. O 0 v WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS I-- 0 0 1 2, w .j o ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ = J � `� _ � �' " FRAMING PLAN FOR CORNER CONDITIONS S a LINTEL w/ (2)ROWS OF + + + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z Z d ¢ � z 0 SPACING EXTERIOR SHEATHING STRAP AROUND O TRUSS MEMBER MORE INFO & 14, ROOF SHEATHING ~ O U. 5 m SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. " 'CONNECTION § U F �' � CONNECTION, 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x + U W <t w N STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL �r F_ U_ 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL DETAIL z J L Z O U PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO 2x8 #2 SPF VERTICAL D O SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS @ 24" O.C. w/ EXT. — 2 UNDER GIRDER TRUSS MORE BRG. WALL INFO I i SLOPE AS REQ'D SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL O H U.N.O. LINTEL PER PLAN LINTEL PER PLAN @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER U � �► n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & ¢ Uj w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" :< (4) 12d NAILS EACH • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. p. NAILING SCHEDULE & Z W 2x BLOCKING (4) 12d NAILS EACH TRUSS MEMBER (TOP � _ AND BOTTOM CHORDS w SIMPSON LSTA24 EACH ---"' - 2) 2x TOP PLATE SPACED EVENLY....... ( SPACED EVENLY TRUSS MEMBER ALONG W/ WEBBING) STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x6 2x BRG WALL SEE - BUILT-UP W/ 2 ILS - .PRE ENG. ROOF O 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NA @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ U PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL z SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER AT TAH ENT BY d ATTACHMENT BY p U.N.O. CONNECTION BUILDER BUILDER BUILDER O fiFl�SECTION DOUBLE BEARING fiF'1�\STEP BEARING FRAME WALL FS01 HEADER @ POCKET SLIDER w/ TRANSOM FS02 HEADIER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER fs_o_�\HEADER @ROCKET SLIDER zz o @ @ 3/4 1-0 1/2"=V-0" 1 /2"=1'-0" w V 3/4"=1'-0"" "" 1 /2"=1'-0"" 1/211=1 '-0"' CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN III II II I INFO w CO 2 STUDS w/ (2) 1/4" X 4%" III- 7— 77 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ n (III II II IIIc II II II _ m~ �0 (III I I II (III Ii II EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SDS o JU_cq2 o0 EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. II II 000 �O MAX.; — — — --- -- TO MASONRY w/ 2x6 PT U_0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) — FLOOR SYSTEM O NAILS PER PLY `" U CUT TO FIT 1 2x BOTTOM PLATE 12 12" O.C. D 01 OPENING SIZE BEYOND SEE PLAN HTS20 CLIP FROM SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 3/4"=11-011 �O SHEATHING & GYPSUM WALLBOARD PER PLAN 2x FASCIA PER PLAN a O z BLOCKING (2) 8d TOE NAILS TO <t U r_ O CMU WALL PER PLAIN TRUSS CONNECTION (2) 8d TOENAILS TRUSS PER PLAN JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER 0 2x4 PT LEDGER W/a-- Z NAILING PER 1At x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 6RO.0 2) 16d O SCHEDULE ' ; O.C. PLAN Z U O V ti 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY Z9 O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE > NAILSco 0 A (2) 16d PLAN (TRUSS SHOWN) O� z O ""� ❑ NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL �- a m U NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IFF1 TYPICAL SCAB OVERHANG DO2 (-EDGER @ LOW ROOF I=- NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS U) cn r � SEE ROOF SHEATHING, O v, 2x4 #2 SPF Z PLAN NAIL PER PLAN SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR U J U) (2) 2x BUILT-UP COL. BLOCKING @ 24" O.C. DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS 0 Uj U n CONNECTION CONNECTION EACH END z d J 1� o n SIMPSON SP4 OR SP2 2x BLOCKING Wt (2) (2) 2x TOP PLATE @ EACH STUD 12d NAILS @ EACH END ++ x x 2x12 BOX HDR w/ 2x8's `� Z Q 0 LL TOP & BOT.; 2x8 TO 2x8 #2 SPF VERTICAL UZ O p © O 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF i F_ U M - ti = PRE-ENGINEERED SIMPSON LSTA30 W/ W J co z a a cS 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24 O.C. O 0 v WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS I-- 0 0 1 2, w .j o ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ = J � `� _ � �' " FRAMING PLAN FOR CORNER CONDITIONS S a LINTEL w/ (2)ROWS OF + + + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z Z d ¢ � z 0 SPACING EXTERIOR SHEATHING STRAP AROUND O TRUSS MEMBER MORE INFO & 14, ROOF SHEATHING ~ O U. 5 m SEE PLAN FOR NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. " 'CONNECTION § U F �' � CONNECTION, 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x + U W <t w N STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL �r F_ U_ 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL DETAIL z J L Z O U PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TRUSS TRANSOM BETWEEN FOR MORE INFO 2x8 #2 SPF VERTICAL D O SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS @ 24" O.C. w/ EXT. — 2 UNDER GIRDER TRUSS MORE BRG. WALL INFO I i SLOPE AS REQ'D SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL O H U.N.O. LINTEL PER PLAN LINTEL PER PLAN @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER U � �► n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & ¢ Uj w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" :< (4) 12d NAILS EACH • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. p. NAILING SCHEDULE & Z W 2x BLOCKING (4) 12d NAILS EACH TRUSS MEMBER (TOP � _ AND BOTTOM CHORDS w SIMPSON LSTA24 EACH ---"' - 2) 2x TOP PLATE SPACED EVENLY....... ( SPACED EVENLY TRUSS MEMBER ALONG W/ WEBBING) STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x6 2x BRG WALL SEE - BUILT-UP W/ 2 ILS - .PRE ENG. ROOF O 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NA @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ U PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL z SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER AT TAH ENT BY d ATTACHMENT BY p U.N.O. CONNECTION BUILDER BUILDER BUILDER O fiFl�SECTION DOUBLE BEARING fiF'1�\STEP BEARING FRAME WALL FS01 HEADER @ POCKET SLIDER w/ TRANSOM FS02 HEADIER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER fs_o_�\HEADER @ROCKET SLIDER zz o @ @ 3/4 1-0 1/2"=V-0" 1 /2"=1'-0" w V 3/4"=1'-0"" "" 1 /2"=1'-0"" 1/211=1 '-0"' 3/4"=l'-0" 1/2"=11-011 NOT USED N 1 i - f 1117I''1Ir'-'1'fll 1 � TF will 1111111 "I[ I'l.. Tl 91111 111'1' 1'. II'. VIII (VII II. IS1 I- CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO Q BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ n STRAP IS NOT REQUIRED. 16" O.C. MAX.; _ 0 Uj TO GABLE END STUDS w/ Ram EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SDS EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. 000 0 MAX.; © LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT Z NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT w EXT. BEAM PER PLAN 12 12" O.C. D 0 SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP POST TO BEAM SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER, (4) 10d NAILS FOR �O PT POST PER PLAN TO STUDS OR BEAM w/ CONV, FRAMED 7 U ABU POST BASE PER (2) 1/4" X 4%z' SIMPS. MEMBERS ONLY SDS SCREWS @ 16" PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS F- o' NUT SET 1N ADHESIVE w/ (2) 1/4" X 31 SIMPS. 4'-0" MAX. STRUCTURAL ENG: Q SDS SCREWS @ 16" FASCIA PER DRAFTING: H d O.C. MAX.; COMMUNITY SPECS z W._..-__-_ -STRUCT: DJ SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/411 PRE-ENGINEERED JOB No. TM - 2171009 INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" SCALE: AS INDICATED_ O.C. O.C. MAX. SIDE VIEWBASE OF POST @ SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY DO CORNER COLUMN FRAMINGD01 TYPICAL SHED ROOF DETAIL 3/4"=l'-0" 1/2"=11-011 NOT USED N 1 i - f 1117I''1Ir'-'1'fll 1 � TF will 1111111 "I[ I'l.. Tl 91111 111'1' 1'. II'. VIII (VII II. IS1 I- 0 Q n zu)O _ 0 Uj Ram 000 0 1 © 0000 00O Z W)� w 0 -� Z D 0 • .... W O .r..• O �O C U F- STRUCTURAL ENG: Q DRAFTING: H z W._..-__-_ -STRUCT: DJ QC CHECK CC _.._ JOB No. TM - 2171009 LU SCALE: AS INDICATED_ DATE: 07/25/17 ~