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424 Treasure Ln 16-514 (a)GENERAL GON5TRUCTION 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 THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE ' THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LOT 21 THORNBROOK 50 CEILING CONSTRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN I/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES u BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE65 THAN 5/8 INCH (15.9 mm) TYPE `X` GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD _ o FC_FRENCH COUNTRY OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2(014) 8102.35. STANTON2055 ELEV, EXTERIOR EIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERW15E APPROVED, THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE GARAGE LEFT PER F.B.C.R. - 5TH EDITION (2014) R103,6.2 AND ASTM C 926. PER F.B.C.R, 5TH EDITION (2014) 8103.62.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO5ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM 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 5CREED, PER F.B.C.R. 5TH EDITION (2014) R103b3 WATER RE516TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C., 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM G 926. TAYLOR MORRISON STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063.06 (1.11.4:1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 112 TO I, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPAN51ON JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRESS: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM TH O RN B ROO K 50's OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM, F ASHING: COMMUNITYSPECIFIC1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS; PECK AND WALL INTERSECTIONS; AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION; AND AROUND STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX ROOF OPENINGS. 2. APPROVED CORROSION-RE515TANT FLASHING SHALL. BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE 5UI;Z-ACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO6ION-RE515TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. MONO FOOTING, ALUMINUM OVER 2x6 5UE3 FASCIA, SHINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 150 AMP 5ERVICE/PANEL BOX, 42" UPPER CARINET5, PAVER DRIVE AND LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. COV - GENERAL NUT=S/ INDEX, SPECIFICATIONS WINDOW IN5TALLATION: 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION INSTRUCTIONS SHALL BE 1 SLAB INTERFACE PLAN PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE' OPENINGS: 2A1 - MAIN FLOOR P LAN NOTES THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (6.CJ OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CI051NG DEVICE, 2A2 MAIN FLOOR PLAN DIMENSIONS FLOOD SONE REQUIREMENTS: 3A1 - FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A2 - SIDE AND REAR ELEVATIONS, ROOF F PLAN • 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 (F--- x ro w 3A3 - FLASHING DETAILS C U'0 0 � �0 3A4 - FLASHING DETAILS do N N RUD_ FIRE RATED EAVE E DE 1 TAI LS 0 OC N a) , " jCY 4A D PLAN MAIN FLOOR ELECTRICAL P LAN L � �. °� 0 Co. E0i � w� �°' 41 O 10- 0 4d z v vv 19 3A1 - FRONT ELEVATION PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A2 - SIDE AND REAR ELEVATIONS, ROOF F PLAN A5PHALT 5HINGLE5 (IF APPLICAE3LE) 1. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE IN5TALLFD IN ACCORDANCE WITH SECTION RW5.2b AND R905.2.6.1: 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 (F--- 2. 45PHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VER - 3A3 - FLASHING DETAILS 12 ,...., 12 UNITS HORIZONTAL l2.12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4.12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE L OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION RW5.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL 3A4 - FLASHING DETAILS (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. RUD_ FIRE RATED EAVE E DE 1 TAI LS CLAY AND CONCRETE TILE (IF APPLICABLE) : li THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R - 5TH EDITION (2014) RS053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR 4A D PLAN MAIN FLOOR ELECTRICAL P LAN OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL FIFTH EDITION WHERE THE VAsD 15 DETERMINED 1N ACCORDANCE WITH SECTION 83011.13 OR THE RECOMMENDATIONS OF RAS Ila, 119:OR 120. REQUIRED UNDERLAYMENT PER FB.C.R - 5TH EDITION (2014).8905:3.3 SHALL CONFORM WITH. ASTM D 226, TYPE Ih A5TM D 2626 TYPE 11. OR A5TM q910 OR A5TM D6380 CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH F 5A/TRIFLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VASO 15 DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF IR45 Ila, 119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): I. WHEN STANDARD 0ROPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3411 PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE T-011 HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TU5 AND 5HOWER AREAS: 1.GMNTFI FIBER -CEMENT, 5M CEMENT, BER E E 08 CLAS AT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM GI288 GI325 OR CII18 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL` BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOUTER AREAS RECORD COPY , TERMITE PROTECTION: 1:PEN PENETRATION. PROTECTIVE SLEEVES A OUNDP1 LNGPENETRATINGCONCRETE 5 A -ON-GRADE FLOORS SHALL NOT BE CELLU 05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0210 INCH; AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REVIEWED POR CODE COMPLIANCE REQUIRE ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF, PLANS EXAMINER MECHANICAL AND HVAC. 3-(- ( C.. L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR A5 AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF DATE ___. APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION,' OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCT5 NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED 1N FRONT OF. THE CONTROL 51DE TO SERVICE AN APPLIANCE. SANFQRD BUILDING DIVISION 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, "26 GAUGE (0.48 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS mm) SHEET STEEL OR OTHER APPROVED MATERIAL' AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 5Y5TEM5 SHALL BE RA15ED AT LEAST 3 INCHES (16 mmi) ABOVE THE FIN15HED GRADE AND SHALL AL50 CONFORM TO AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET THE MANUFACTURER'S INSTALLATION INSTRUCTIONS ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCEE OF A PERMIT PREVENT 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL THE BUILDING OFFICIAL FROM THEREAFTER OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED LIN ACCORDANCE WITH THE APPLICABLE PROVI510N5 OF REQUIRING A CORRECTION OF ERRORS IN PLANS, SECTIONS M14113, CONSTRUCTION OR VIOLATIONS OF THIS CODE 0 EXHAUST FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, COMPACTION TES C�M 2. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT RE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY REQUIRED TO THE OUTDOORS EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. Results to 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 Slab Inspection MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE 10.19 RAD BEND AND 5 FEET (1524 mm) FOR EACH W DEGREE (1.6 RAD) BEND. THE at MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT EXCEPTION - WHERE A CLOTHE(, PRYER BOOSTER FAN 15 INSTALLED ANp LISTED AND JOB NUMBER 26002.006 • CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16 04 Q LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER . � � `� EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 5055 #1 5 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / 5UILDER: 156UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO �o0 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON6, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY SArNF0R' REVI6ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL 0FEES. IF''ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. � . REV.10.14-2015 . 01 • TI TLE ° COVER SHEET GENERAL NOTES • SHEET • llY DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 (F--- 04 Q LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN IS INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER . � � `� EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 5055 #1 5 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / 5UILDER: 156UANCE OF PLANS FROM TH15 DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO �o0 APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMEN51ON6, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'5 OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY SArNF0R' REVI6ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL 0FEES. IF''ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'5 OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. � . REV.10.14-2015 . 01 • TI TLE ° COVER SHEET GENERAL NOTES • SHEET • 4(DI-D'1 26002.006 IQI 011 C1J x m w ISSUED 221-011 Y/ C -j UTo 3'"x3-6 '-611 A/C PAC) 0 No 20'-gl (VERIFY 0 N H$. / N LOCATION) H.B. M `L �njL 00 �J R1 O 4(DI-D'1 JOB NUMBER 26002.006 IQI 011 C1J x m w ISSUED 221-011 Y/ C -j UTo 3'"x3-6 '-611 A/C PAC) 0 No 20'-gl (VERIFY 0 N / N LOCATION) H.B. M `L �njL 00 �J R1 O 8i c0 41.011 \ LLt_rn G.C. VERIFY ACRYLIC `A o ro^ Q� Z- * ON LANAI 61 811 QII 3/4" I'.v.G: ELEVATION CONDEN5ATION (I (D'-411 DRAIN BY PLUMBER 31.011 12'-2" 4'-411 21.611 11/2" RECE55 FOR.POCKET SLIDER C, N N 22'-211 ELEVATION AT 0'-0" (A55UMED) I' v.\�I A.H.. � 1P-211 4' 8" 24'-2" / 2f•�11 r' 3'-10�" 31.011 11-1111 2'-0" 21 -all /J 21-01' 101 -2" 41-QII 11-411. I GARDEN 77- — / i-71 /. V� /) A . LAV. o _= 1-J � ELEVATION � TUB/ � �I ` SHOWER INI E WAT LINE MAKER O 01.411 FIOR ICE T II I nr --} I IIS � I1 � `I UL—_JIU II Lm 20'-4" N 20-511 19'-111 `t11 F— I � IINI 24"x24"x18" N. L_ W.H.5TANp _ I1 ELEVATION 50 GAL. W,H, 0'-411 r aac LINE OF 3" 5TEEL �^ 3'-O PIPE FOR CONCRETE T BOLLARD ABv. (5EE 5TRUCT.) e N ELEVATION PAVERS ELEVATION (-) /AI -411 8" 19' 411 all 61-011 13'-4" 0011 I' -0115Q. FRAME COL. ON 24" A.F.F. GONG BA5E ABV, ELEVATION ELEVATIONL ELEVATION (40'-O" (-)O'•6" (404" - L J 811 41-4" 11-8" PAVER DRIVE / LEADWALK 21-411 16'-011 21-411 6'-8" IT -b" 201-811 /� 40' -full JOB NUMBER 26002.006 CAD FILE NAME x m w ISSUED 12-08-15 C -j UTo 0 No 0 N / N M `L �njL 00 �J R1 O 8i c0 LLt_rn o ro^ Q� Z- * 61 JOB NUMBER 26002.006 CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16 150 STATE STREET EAST OLDSTMR, FLORIDA 34677 813. 925. 1300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVEP- e �Of �r cm ... � • O iii �" c..� � W +O � • ° *-{ Z IL W r*4 >= b- n, N e 2055 TITLE • 9 KNEE WALL BELOW VANITY PLAN VIEW ,GARDEN TUB FRAMING -, SCALE: 1/4" = 1411 1 2x4 LEDGER �I 2x4 LEDGER j� L TUB DECK 'I F I TYPICAL MASONRY 31/2 3'-6"x3'•6" WINDOW SCHEDULE T.OM. 9' 4" 3'-91/2" TO 0.5.2x4 WINDOW WIDTHS �° rn 20" 2111 31 53' Ln WINDOW CALL -OUTS @) TUB SUPPORT VANITY TOP VANITY TOP N d r (D 26 ° 12 5H 1/2 32 5H 22 5H 32 5H W TUB AT 20" N 3�E tL=Z0 34 H. x21" LONG KNEE WALL F 04O L 7 _ 39" O 13 5H 1/2 33 5H 23 5H 33 5H p 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H H z 12" 3: 16 5H 1/2 36 5H 26 5H 36 5H G.G. VERIFY MA50NRY OPENING6 FOR ALL WINDOW5, w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFIGATION5. Z • REFER t0 FLOOR PLANS FOR 57YLE OF WINDOW U5ED (51NGLE HUNG -54 CA5EMENT- C5MT, OR FIXED GLA55- F.G.) KNEE WALL BELOW VANITY PLAN VIEW ,GARDEN TUB FRAMING -, SCALE: 1/4" = 1411 1 2x4 LEDGER �I 2x4 LEDGER j� L TUB DECK 'I F I 'c 31/2 3'-6"x3'•6" TILE SHELF AT 26" II T.OM. 9' 4" 3'-91/2" TO 0.5.2x4 KNEE WALL BELOW VANITY PLAN VIEW ,GARDEN TUB FRAMING -, SCALE: 1/4" = 1411 2x4 LEDGER 'c 31/2 3'-6"x3'•6" TUB AT 20° T.OM. 9' 4" A.C. PAD (VERIFY �° rn h a '0 v+N @) TUB SUPPORT VANITY TOP VANITY TOP N d r L � , >;�M °��• 2x4 LEDGER 6 0 0 ro, J T O TUB AT 20" N 3�E tL=Z0 34 H. x21" LONG KNEE WALL F KNEE WALL BELOW VANITY PLAN VIEW ,GARDEN TUB FRAMING -, SCALE: 1/4" = 1411 5EE TUB DECK --, FRAMING DETAIL "T" ON TH15 5HEET O� w Q 0 N 3 - 25 5H. T.OM. jh HD. AT V-0° 9'-4" * EGRE55 AFF. G.C. VERIFY ACRYLIC BOTTOM OF LINTEL ON LANAI LANAI AT s' 0" ARF. 22'-o"x8'-0„ 9'-4 PLT. HT. I T,O.M. MASTER SUITE 9_4.. 16'-8"x12'-10 9'-4" FLAT CLC. FLUSH FRAME 12-0X8-0 TEMP. PKT. SLIDER T TO FURRING 1 ARCH FROM 2-6x6-8 I i FAMILYROOM u 19'-0"x13'-4" VAULTED CLG. i 2 - R/5 ATT 2 124" 2,96:12 N I ACCE55j II A/H CL L — — — 2,96:12 11110 VAULT (, g1-41` a I ro ax� KNEE ; 'a I WALL 6 W/ 0.5,15. 0" W. M. BATH . UB DECK 42 N. 4" N. KNEE WALL CLG. \3°� CLG! COUNTERTOP / i- — — r/ z -- - - NDER VANITY Ck �� IQ 0 :AV) (LAY) TILE WC D.W. 42„ UPPER O 0 26002.006 'c x 3'-6"x3'•6" 12-08-15 T.OM. 9' 4" A.C. PAD (VERIFY 5EE TUB DECK --, FRAMING DETAIL "T" ON TH15 5HEET O� w Q 0 N 3 - 25 5H. T.OM. jh HD. AT V-0° 9'-4" * EGRE55 AFF. G.C. VERIFY ACRYLIC BOTTOM OF LINTEL ON LANAI LANAI AT s' 0" ARF. 22'-o"x8'-0„ 9'-4 PLT. HT. I T,O.M. MASTER SUITE 9_4.. 16'-8"x12'-10 9'-4" FLAT CLC. FLUSH FRAME 12-0X8-0 TEMP. PKT. SLIDER T TO FURRING 1 ARCH FROM 2-6x6-8 I i FAMILYROOM u 19'-0"x13'-4" VAULTED CLG. i 2 - R/5 ATT 2 124" 2,96:12 N I ACCE55j II A/H CL L — — — 2,96:12 11110 VAULT (, g1-41` a I ro ax� KNEE ; 'a I WALL 6 W/ 0.5,15. 0" W. M. BATH . UB DECK 42 N. 4" N. KNEE WALL CLG. \3°� CLG! COUNTERTOP / i- — — r/ z -- - - NDER VANITY Ck �� IQ 0 :AV) (LAY) TILE WC D.W. 42„ UPPER O 0 • JOB NUMBER 26002.006 'c x ISSUED 12-08-15 C VrQ � �° rn h '0 v+N O c%j N d r L � , >;�M °��• 6 0 0 ro, J T O 0 C ° 3�E tL=Z0 04O L 7 O • JOB NUMBER 26002.006 CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16 SHOWS _ FURR OUT 5�p4 CABINETS O 150 STATE, STREET FAST OLDSMAR, FLORIDA 34677 TUB/ WALL FOR 1 I \ 813. 925.1300 TEL, SWOWER 5'-0" TUB I 0 813. 925.1800 FAX :3KITCHEN W W W.DAVISBEWS.COM VAULTED CLG. BATH 2 DOM 2 I CLG: � FROM 8'-6° � III I :T; .rw ;,, a° �••. /� ��,' -2" I � TO 9'-0" III I I w F .: G, s� 4 T CLG. I I o I II p I I s u+ �` —• "� • ,J cv •� Q N C �6�s • m g--- --� I I .0CPT.1 VINYL � A �'k LG. a ARCH 12'-0" BRFST. � VAULT N= FROM 8'-6 I I cLG. I I 12 10 -10 x8 -s 2-6x6-8 TO 9'-0" I I 5LOPE VAULTED CLG. ^AA ARCHFROM 3 6x6 8 I I I 8'-6" TO 9'-0" BED u Q )OM 3 — —I f CLG. I N ��, I Iaf I _� br ARCH X F -a `�— — N U 6' U V co �� ARCH- FROM B' 6" UTIL. _I FROM 8'-6 TO 9'-m" z 9 CLG.-GI– I TO 9'-0" I w I Q I __j DRYER Nom. VENT. DINING 12'-0"x11'-6„ IN5ULATE 12'-0" 9'-4 9'-4" FLAT CLG. WALLS CLG. CLG. -� N Q TEEL PIPE r LARD r 0 rLIA U NOTE: F 'I ALL INTERIOR 1- - I ANGLED WALLS I � '0' L — — -- J ARE AT 45° (U.N.O.) 54"x22" �� o ATTIC ACCESS � DEN �.�`� 12'-0"x:11'-6" GARAGE r � 9'--4" FLAT CLG. 01 M 19' -4"x22' -Q" 8'-0" PLT: HT. PAVERS ENTRY FL15H FRAME N a,LINE OF GARAGE DOOR IN OPENP051— TO FURRING _ 12'-0, 12',On - m CLG. I I o C) 2- 26 RH. 5H. U I I HD. AT V-01'` • 16-00-0 O.H. GARAGE DOOR I' -m" SQ. FRAME COL. -0N 24" AFF. CONC LIVING 2055 5.F. • BASE SHEET PAVER DRIVE / LEApWALK GAFAGEE 4(o0 5.F, 6xl 0 FRAME CO. 2055 .00R PLAN ON r-�°AFS. coNc LANAI 11(0 5.1=. MONS RA,;p ENTRE' 41 5.F. 4LL #10-514 FLOOR PLAN NOTES 5CALE: 1/4" = 1'-0" GARAGE LEFT �n — • JOB NUMBER 26002.006 • CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16. 2c6„ FAMILY ROOM o —JI n, 4'4 6'-4" 2'-21/2" 3'-11/2" M. BATH ^ ,� DAMS BEWS n, DESIGN GROVP 30 STATE STREET EAST KITCHEN o OMSMAR, rw>tIDA 3467 = 813.925.1300 TEL u n( n n I n 813. 925. 1800 FAX 61411 2 6 11 6 W W W.DAVISBEWS.COM v nr I � 1,.211 III I I o 1 ATH BEDROOM 2 6S UL = I BRKFST. «, 12'-O" ki BEDROOM 3--1, --- 40'-0" 1b 3 x ro C U ro 0 J Nrn n ,AN V/ 2 cm L >;JM �. ` ° '0 U. • 00 �= n n0 0 :b C 0 jL L W L CO p 0. . 4d Zr�� n — • JOB NUMBER 26002.006 • CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16. 2c6„ FAMILY ROOM o —JI n, 4'4 6'-4" 2'-21/2" 3'-11/2" M. BATH ^ ,� DAMS BEWS n, DESIGN GROVP 30 STATE STREET EAST KITCHEN o OMSMAR, rw>tIDA 3467 = 813.925.1300 TEL u n( n n I n 813. 925. 1800 FAX 61411 2 6 11 6 W W W.DAVISBEWS.COM v nr I � 1,.211 III I I o 1 ATH BEDROOM 2 6S UL = I BRKFST. «, 12'-O" ki BEDROOM 3--1, --- 40'-0" 1b 3 11/2" THICK u s ra 3/4" THICK 5AND FIN15N KEY5TONE (IF APPLICABLE) RA15ED 5AND FIN15H TEXTURED BANDING NOTE; 12 THIS DETAIL SNOWS THE 'TYPICAL TNICKNE55 OF ALL RAISEp TEXTURED FINISH BANDING AND 5AND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNESS 15 r0 BE DIFFERENT IT WILL BE GALLED OUT AT SPECIFIC KEYNOTE CALL -our INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R - 5TH EDITION (2014) 8103.6.1 AND ASTM G 1063. TNIGKNE55 OF TEXTURED EINISN OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM G 921 6. TVP. CROSS-SECTION OF RAISED TEXTURED FINISH (BANDING AND / OR SAND FINISH KEYSTONE SCALE: 311 _ II-/pll GUAR OPENING NEbGNTS IN DWELLING UNITS, WHERE THE OPENINIG OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 IRCNES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINIISNED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OFA 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER F.5-C.R. - 5TH EDITION (2014)83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WIiN THE REQUIREMENTS OF ASTM F 2090 PER E.B.G.R - 5TH EDITION ( 2014) 8312.2 REFER TO COVER SHEET :xENERAL NOTES FOR DIA. pECORATIVE ROOFING UNDERLAYMENT t�0 6" BANDING KEYSTONE DETAIL y REQUIREMENTS FOR ROOF z5NINGLE STUCCO SCALE; 3/4" = I'-0" PITCHES LE55 THAN 4;12 ROOF 12 I 6 % EINISN 6 � 12 DAVIS BEWS 2(D" DIA. DECORATIVE LOUVER � � 12 Q �' DESIGN GROVP 12 6 6 II BANDING 6 � 12 KEYSTONE G.G. VERIFY Q 6 (TVP.) (SEE DETAIL) iso STATE s`rR= EAST ALUMINUM OVER PLT.. NT: o�..Ds�, R.ox.roA 3%ri — 6" BANDING 813.925.1300 `I -EL 24 5UB-FA6CIA SADDLE az� 6" BANDING 813.925.1800 FAX � STUCCO www.DcoN1 (TYPICAL) a EINISN 7 T c _ T.O.M. BEYOND STUCCO TOM. . 1 EINISN SII BANDING T.O.M. � � .°®tt,l '•, ` '.per„' .�,. Q�� e�- ;40 0 C4 TEXTURED FINISH. '. DECORATIVEQj z -0n _ 1. n FIXED SHUTTER .,► -' ee .::,, �s. 6 BANDING $Q. � e � 171 El E l [71 [71 F-1 [7]. (TYP.) .1 Lu II � 1; 6 BANDING � � � � � � ❑ _-:_ A 9I �" �r 1:1 E El El 17 171 - EINISN FLOOR LINE EINISN FLOOR LINE — GRADE LINE 5Q, 611 BANDING (ASSUMED) FRAME COLUMN W/ TUSCAN BASE AND CAPITAL BY HB AND G FRONT ELEVATION 0 SCALE: I/4" = I4 01 b 0 x w C 0 Y/ ` 00 3;0�% LE. 400z`~�° U Loo N �� do "(0 >_3J� 0:��O0 C 0 i �t�0 L. N pro' x w C 0 Y/ ` 00 3;0�% LE. 400z`~�° U Loo N �� do "(0 >_3J� 0:��O0 C 0 i �t�0 L. N pro' I L_ LL 1. I L i' in zLu � m 0-�4 o c� 11/2" THICK 3/4" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL SHOWS THE TYPICAL THICKNE55 OF ALL RAI5ED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103h.1 AND A5TM C 1063. THICKNIE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = I4" ROOF VENT REQUIREMENTS SECTION VENTILATION CALCULATIONS ATTIC AREA = 2738 5Q. FT. / 300 = 9.13 SQ. FT. SCALE:I/$" = I' 0" X 144 =1314 SQ, IN, HALF AT UPPER 2/3 ROOF VENTS = 657.12 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 5 HALF AT LOW SOFFIT / EAVE VENTS = 657.12 SQ. IN. ACTUAL SOFFIT VENTILATION = 620.80 SQ. IN: SHINGLE ROOF 12 2SHINGLE SHINGLE ^AA ROOF ROOF STUCCO 12 T.OM. T.OM. FINISH a 6 T.O.M. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT d ZEXTUREp /TEXTURED * 9.7 SQ. IN. PER LYNEAR FOOT OF SOFFIT VENT °' FINISH TEMP. FIN15N * * TYP. Q IF MORE SOFFIT INTAKE VENTING IS REQUIRED RETURN co 150 STATE STREET EAST REFER TO SHEET "RVD" FOR BOTH TILE AND AT 51pE5 p LE F APPLI TIONS. FIN15H FLOOR' LINEi - FINISH FLOOR LINE L>a . 92 F 1300 TEL SHINGLE R00 CA - - - 813.925.1300 FAX - - - - - - - - - - - - - 813.925.1800 FAX G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS GRADE LINE W W W.DAVLSBEWS.COM T ER (ASSUMED) OF NET FREE AREA PER VENT. 1 LEFT ELEVATION 50ALE: 1/8" - 1'-0 �. • i r "c "".e • •• co G.C. VERIFY FOR wo R38 CEILING INSULATION ®.. ••Lu ROOF PLAN SCALE: lis° : 11-oll CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR 5URFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER FB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R 5TH EDITION (2014) R312.2 • JOB NUMBER 26002.006 • CAD FILE NAME • ISSUED 12-08-15 REVISED • X N w 1E TEXTURED C IIAA60 vI0) 0 0 wO:�c00 Lo 0 �o No 2, > jC4 19 U• ro= ti L 0) �}rN L_Ucc0f0 0 • JOB NUMBER 26002.006 • CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16 1E TEXTURED e GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 118" - 14" 1E TEXTURED e @ FIN15H FIN15H FLOOR LINE L TEMP. FINISH FLOOR LINE FIN15H FLOOR LINE GRADE LINE (ASSUMED) RIGHT ELEVATION SCALE: 118" - 14" F MATERIAL PER :VATIONS WITH APPROVE DERLAYMENT (REFER TO VER SHEET) =-ENGINEERED ROOF JSSES AT 24" O.C. RRICANE STRAPPER DF FRAMING PLAN l #3 BUILDING WRAP TO GO OVER FLASHING. #2 I I I I I � I FLASHING TO BE FLEXIBLE SELF j#1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING 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 p 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 OIL BRG. HGT. IM. DRIP EDGE . FASCIA ITED ALUM. SOFFIT -ATH & EXT. FINISH VDOW FLASHING AS REQ'D WINDOW TRIM L. ADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z" FLASHING DETAIL OPTION - A FLASHING WOODEN / SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING --� NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 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 FLASHING 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6 (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY @ 24" O.C. MAX 24" FLOOR TRUSSJk „ TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH USP HTA20 STRAP 8' CMU BLOCK EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY EXTERIOR SHEATHING WALL AL L CO V ERINV 1F,2y FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING FR 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. . THE EXTERIOR WALL RF 8 L sisT ` ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WIT N - 15/32 O.S.B. SHEATHING • • x m w MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. C U 00 PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCO CE o J N0) WEATHER RESISTIVE 2X4'S @ 16" O.C. BRG EXT WALL xl� BARRIER BUILDING WRAP BEYOND � R703.2 WATER -RESISTIVE BARRIER SILL PLATE PROTECTION AT THE HEAD AND SIDES. ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH (SEE DETAIL B �P�� ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF 2 FOR OPTIONS) �� FLASHING TO EXTEND 36.. rot O - PROVIDE SELF ADHERED Z THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �P THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND u.� ro°' CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE t 3 cm v+ .- m FLASHING UNDER S.G.D. AS O 1.2 IN ACCORL)ANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. i RUBBER MEMBRANE BEYOND 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 EXTERIOR FINISH I I 7/16" O.S.B. SHEATHING SHOWN, PROVIDE a"; 1" BEAD OF 1 (ASSEMBLED BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED I 1 1 CAULK/SEALANT OR SOLDER FLASHING i FLASHING. PROVIDE FLASHING UNDER THRESHOLD OF DOOR - I BETWEEN PAN FLASHING I 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. BOOT AT POSTS AND RETURN UP JAMB 6". USE AND DECK FLASHING. I CEMENT PLASTER STOP LIQUID NAIL BRAND OR EQUAL I 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH I 1 EXTERIOR FINISH I WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING L�1_ 1 1 PER BUILDER 3. UNDER AND ATTR E ENDS OF MASONRY,: WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 1 1.CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, - DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME r BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE .:SECURE WEATHER RESISTIVE T. FLASHING TO L ( ) CONSTRUCTION. 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.Ui�o,va WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 7/16" O.S.B. SHEATHING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE�7�Tn�-� #16-514 TYPICAL WINDOW FLASHING DETAIL ._. _ .....�._ . - -- - -. -- FLASHING. PROVIDE SELF ADHERED - 1 FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6.. 20" FLOOR WATERPROOF MEMBRANE TRUSS. MEN 1 i I i 2X8 TRIM BOARD 1 i i STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST° av ° SEE STRUCTURAL FOR 2X12 #2 SYP CONT LEDGER W/ AND UP WALL BY 6 (4) 1/4" X 4" LAG SCREWS CONNECTORS SPACED EVENLY @ 24" O.C. MAX 24" FLOOR TRUSSJk „ TEXTURED CEMENT ( EA. FLOOR TRUSS) SEE STRUCTURAL PLASTER FINISH USP HTA20 STRAP 8' CMU BLOCK EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY TYPICAL FLASHING AT BALCONY EXTERIOR SHEATHING WALL AL L CO V ERINV 1F,2y FOLD UP WEATHER 2014 FBRC SECTION R703 EXTERIOR COVERING FR 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. . THE EXTERIOR WALL RF 8 L sisT ` ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WIT N FLASHINGCOMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 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 3. MECHANICALLY FASTEN As NECESSARY 1. TO EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR VININDOW AND DOOR OPENINGS SHALL EXTEND 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 OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FOL1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT BAR UP WEATHER TEMRESPORARILY SE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN As WEATHER BARRIER & TEMPORARILY sEcuRE 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 HI THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIIER BEHIND THE EXTERIOR VENEER AS • • x m w MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. C U 00 PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCO CE o J N0) WEATHER RESISTIVE WITH SECTION R702.7 OF THE CODE: xl� BARRIER p. � R703.2 WATER -RESISTIVE BARRIER SILL PLATE PROTECTION AT THE HEAD AND SIDES. ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH (SEE DETAIL B �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 rot O - THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS �P THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND u.� ro°' CORNER PATCH TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE t 3 cm v+ .- m EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. O 1.2 IN ACCORL)ANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. o�'ro� � 0 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 FLASHINGCOMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 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 3. MECHANICALLY FASTEN As NECESSARY 1. TO EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR VININDOW AND DOOR OPENINGS SHALL EXTEND 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 OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: FOL1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT BAR UP WEATHER TEMRESPORARILY SE ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S MECHANICALLY FASTEN As WEATHER BARRIER & TEMPORARILY sEcuRE 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 150 STATE STR.EET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM T 1 -?46Avoo,.101� C20 lot OcmC44 Vr 006 P-4 0 •• 4rnn ® LL u • �5 C. Mlgill', kx S, 0 0 0 1< W V z L.L N 2055 • • x m w MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE C U 00 o J N0) BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR WEATHER RESISTIVE 0000) � EXTERIOR. SHEATHING M em N PROTECTION AT THE HEAD AND SIDES. BARRIER > 3 co Lm `) L • rot O - TAPE:��ITSILL u.� ro°' t 3 cm v+ .- m PLATE 1.2 IN ACCORL)ANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. o�'ro� � 0 2 � 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. (ASSEMBLED 1 WINDOW) FLASHING 2 - 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. i 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. DO NOT FLASH FLASWING OVER BOTTOM 3. UNDER AND ATTR E ENDS OF MASONRY,: WOOD OR METAL COPINGS AND SILLS. NAILING FLANGE HEAD FLASHING TIE-IN 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTRUCTIONS: NOTES: 1.CUT, FOLD UP & TEMPORARILY 5. WHERE EXTERIOR PORCHES, - DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME r BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6 WIDE .:SECURE WEATHER RESISTIVE T. FLASHING TO L ( ) CONSTRUCTION. 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.Ui�o,va WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5�'O 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE�7�Tn�-� #16-514 TYPICAL WINDOW FLASHING DETAIL ._. _ .....�._ . - -- - -. -- 150 STATE STR.EET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM T 1 -?46Avoo,.101� C20 lot OcmC44 Vr 006 P-4 0 •• 4rnn ® LL u • �5 C. Mlgill', kx S, 0 0 0 1< W V z L.L N 2055 • • x m w C U 00 o J N0) do N0) 0000) M em N > 3 co Lm `) L • rot O - -'�0 o�C0 u.� ro°' t 3 cm v+ .- m ) o�'ro� � 0 150 STATE STR.EET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX WWW.DAVISBEWS.COM T 1 -?46Avoo,.101� C20 lot OcmC44 Vr 006 P-4 0 •• 4rnn ® LL u • �5 C. Mlgill', kx S, 0 0 0 1< W V z L.L N 2055 SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH talo LAYER5 WRB -— - - WEEP SCREED ° TERMINATE SELF ADHESIVE FLA5HING AT LOWER N05E OF -- �� SELF ADHESIVE FLA5HING --- WALL NRY BLOCK WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING / -- -- NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW %A/AI I OUCATUMIt'- ASPHALT SEALANT: EXTEND MIN. OF 6" OUTSIDE OF FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR, SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS RUBBERIZED ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / O THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH e� r°HOLD EXTERNO F R -----FINISH 2"ABOVE . s� ROOF IN FLASH G e - `.... CAULKING 6" HIGH DIVERTER FLASHING ,..j FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - , 6 TO 12" PER PLAN SPEC'S. 6 GALV. 'L' FLASHING TYPICAL. ROOFING FELT *0* `~DRIP EDGE FASCIA Or SELF -ADHERED FLASHING O ry SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER TEXTURED, PAINTED EXTER WALL FINISH ASPHALT BASED CRICKET AS SPECIFIED ROOF CRICKET: WEATHER RESISTIVE IN ACCORDANCE WITH APPLIED ASTMC926 BARRIER FLASHING CONT, ASTMC926 APPROVED WEATHER -RESISTANT BEHIND FLASHING DOOR ROUGH OPENING WOOD FRAME CONSTR. AND EXTENDING A ACCORDANCE WITH ASTMC1063 LOCATIONS) AT ENTRY SELF -ADHERED FLASHING 0 MINIMUM OF 6" ABOVE 3/4'A" BEAD OF CONSTR. BY LAPPING DOWN > 00 J V O VERTICAL RISE OF SHEATHING 6 o CO ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP - I « 3'Tl�n,l''h FLASHING AT KNEEWALL , THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. Zr ot FLASHING CONT. . N UP JAMB 6". USE LIQUID NAIL BRAND SEALANT SCREED 2" BELOW TOP OF FLASHING OR EQUAL WEATHER PROOF CAULKING BLOCK — ROOF MATERIAL PER UNPERFORATED ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED VULCUM CAULK BOTTOM FLANGE 7/8" FLASHING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS JOINT ONLY ` p, UNDER DECKING COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. SUBFLOOR (SEE DETAIL WP07) PRE-ENGINEERED ROOF FLASHING TRUSSES AT 24" O.C. r; WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR, SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS RUBBERIZED ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SCORED RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / O THRESHOLD SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH e� r°HOLD EXTERNO F R -----FINISH 2"ABOVE . s� ROOF IN FLASH G e - `.... CAULKING 6" HIGH DIVERTER FLASHING ,..j FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING - , 6 TO 12" PER PLAN SPEC'S. 6 GALV. 'L' FLASHING TYPICAL. ROOFING FELT *0* `~DRIP EDGE FASCIA Or SELF -ADHERED FLASHING O ry SEAL TOPS JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER TEXTURED, PAINTED EXTER WALL FINISH ASPHALT BASED CRICKET AS SPECIFIED ROOF CRICKET: 6" X 18" H GALV.SEALANT IN ACCORDANCE WITH APPLIED ASTMC926 BY PLAN MIN: ISLOPE' R (REQUIRED AT FLASHING CONT, ASTMC926 APPROVED WEATHER -RESISTANT BEHIND FLASHING ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A ACCORDANCE WITH ASTMC1063 LOCATIONS) AT ENTRY ROOF 0 MINIMUM OF 6" ABOVE :I SHINGLES > 00 J V O VERTICAL RISE OF SHEATHING 6 o CO SHEATHING - I « 3'Tl�n,l''h FLASHING AT KNEEWALL , 6" X 18"H GALV. SINGLE Zr ot FLASHING CONT. . N ' SEALANT SCREED 2" BELOW TOP OF FLASHING BLOCK — ROOF MATERIAL PER UNPERFORATED ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED VULCUM CAULK BOTTOM FLANGE 7/8" FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS JOINT ONLY ` p, COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHING TRUSSES AT 24" O.C. r; FLASHING INSTALLATION SELF -ADHERED FLASHING WHERE ROOF MEETS VERTICAL WALL w; 5"x5" METAL FLASHING u w/TAR BETWEEN 3 MIN ED SELF-ADHE FLA HING R S SEL F - ADHERED FLAS FLASHING AND SHINGLES INSTALL FLASHING AND WEATHER RESISTIVE BARRIER T F W 0 FORM ATERHEDDING LAPS S SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST SHINGLE PER G WALL PER PLAN CONTRACT�Io oso, 9 Y METAL FLASHING L F � q s v R 6'o 0 T 0 72� s „ s q F D E GK '9 00 TYPICAL ROOF TO o R�pvM�NK \ o �P 2 i EoG � uONVD E 0N WALL FLASHING DETAIL .9 0A R�� q51k 4,NG 1 P, � 69.0VFSE`` MSP 2No GQ copse 15 ELEVATIONS WITH APPROVED 6" 5x5 METAL FLASHING RAKE METAL FLASHING UNDERLAYMENT (REFER TO DRIP EDGE 5 EAVES LINE VALLEY BY CENTERING 36" WIDE 14" COVER SHEET) 2 CERTAINTEED WINTERGUARD T FIRST STARTER SHINGLE WATERPROOFING SHINGLE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER TRUSSES AT 24" O.C. PAST EDGE OF ROOF DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR /i ROOF TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE INA 2" DO NOT NAIL WITHIN 6" IP OF ASPHALT WIDE STRIP VALLEY CENTERLINE RAGING CEMENT. G CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TIL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY pc),�4 TRIMMED SHINGLE CERTAINTEED CORPORATION. WALL FLASHING DETAIL PLAN VIEW #16-514 TYPICAL VALLEY CUT SHINGLES 2" BACK FROM 1 36" VALLEY CENTERLINE 1" 8" 8" 8" 8" 8" V. REMOVE _ SEALANT LME NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 SHEATHING U ro Lo ASTMC926 APPROVED WEATHER -RESISTANT J h �, 0 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER :I 7/16" O.S.B. i 7/16".O.S.B, i 00 J V O SHEATHING 6 o CO SHEATHING DOUBLE JOIST I « 3'Tl�n,l''h 'i° �I . , co SINGLE Zr ot KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF FLASHING BLOCK 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" WOOD BEAM BELOW I JOINT ONLY ` NOTE. THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THETOP OF THE WEEP SCREED. WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND ® OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT ° ®®® ®•G JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH _ 2 1/2" PERFORATED (� BLOCK FLANGE 1/2" WEEP • v SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED V BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE JOB NUMBER 26002.006 CAD FILE NAME I ISSUED SHEATHING U ro Lo NH J h �, 0 60NI\ 2 cm SELF -ADHERED o om NID L .? =j cm :I (LASHING PATCH 00 J V O 6 o CO DOUBLE JOIST I « 3'Tl�n,l''h 'i° �I . , co SINGLE Zr ot JOIST WOOD BEAM BELOW I p, i, w 1 SELF -ADHERED FLASHING r; , SELF -ADHERED FLASHING w; u 3 MIN ED SELF-ADHE FLA HING R S SEL F - ADHERED FLAS ING INSTALL FLASHING AND WEATHER RESISTIVE BARRIER T F W 0 FORM ATERHEDDING LAPS S SELF -ADHERED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER . WALL PER PLAN i METAL FLASHING L ROOF MATERIAL PER 18"x18" METAL ELEVATIONS WITH APPROVED 6" 5x5 METAL FLASHING FLASHING UNDERLAYMENT (REFER TO w/TAR BETWEEN COVER SHEET) FLASHING AND SHINGLES PRE-ENGINEERED ROOF RUN KICKOUT FLASHING 6" TRUSSES AT 24" O.C. PAST EDGE OF ROOF ROOF PER PLAN G TYPICAL ROOF TO — pc),�4 WALL FLASHING DETAIL PLAN VIEW #16-514 TYPICAL VALLEY THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS FLASHING DETAIL WATERPROOFING METHODS TO BE USED. N.r.S. JOB NUMBER 26002.006 CAD FILE NAME • x N ISSUED 12-08-15 U ro Lo 01-05-16 J h �, 0 60NI\ 2 cm o om NID L .? =j cm Lm 00) LL • 00 J V O 6 o CO E > U.�_� L o co Zr ot JOB NUMBER 26002.006 CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16 ®foo 1 / /0`/1I NQ. cc•! «s N 04 �' CO, • z •w.p.� "'�� ab` Lu 1.4 p� LL M k N >m oil 2055 DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813 925 .1300 'M- 813 - 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • E7E1V VER EST. 1994 _ -- ®foo 1 / /0`/1I NQ. cc•! «s N 04 �' CO, • z •w.p.� "'�� ab` Lu 1.4 p� LL M k N >m oil 2055 ODU FRCFILE LA'Y ROOF TILE O'HA61N'5 SCCCNDARY VENT (COKER) /� `_i O'NACtIN'S FRIMARY VENT (SUkf(LA.5NIN6) LDGALL'i Af PROVED WIRE MESH FEEL 4 SrICKK y �0'HA(.iIN'S PRIMARY VFNT� 5l1kFLu5HING) WIRE 1ESH ROOF DECK, LOCALLY -� LOCALLY-AFFROVED AFFROVED SEALANT UNDERLAY11ENT VrNI (blIC31 LF1 IIN�7J MODEL "FLAT" STYLE VENTS FOR CLAY TILE ROOFS MEDIUM-FRCFILE /(—LAI ROOF TILE k O'HAL,IN'5 51_CONDARY VENT (CO ✓ER) o'HACiIN'5 PRIMARY VENT ,�'"� `U,IRE MESH (5lIk3FLA5NING) -��LOCALLY-A FPOVFD \011461N5 FRII`1APT VENT FEEL R 51"ICK - �,�-� (SIIrFLASNING) YIUIND CLIP URE MEA ROOF DECK. LOC41-Y-4PPROVED _OCALLI' -� UNDIF RL4'1 i`?ENT O'NAGIN S SLCL'NI:>ARY APPROVED 5EALANT VENT (COVER) — f A i, NT r ✓ UII;,GIN5FI�I I>aR L (5UF)FL T`` fNC0 MODEL "M" STYLE VENTS—FOR CLAY TILE ROOFS 1 61I -PROFILE CLAY RCOF TILL . 011A6IN'5 SECONDARY VENT (COVER) O'NAGIN S FT?IMAR•'i' VENT IUII�E i •SII ~�``� LOCALLY-AFFRO,IED FEEI. 4 `/DICK i 0 HAGIN 5 r'RIMARY `✓EDIT LOC✓al_I_Y APPROVED UJIRC ME51T ROOF DECtt, UNDEFLA'Yh1ENT I_CGALLl` -- APFROVED 5EALANT O'NA61N 5 5E ONII VENT (COVER) `O'NAGIN S FRIMARY t NT (CUFLFLASNING) ' f r c _ � � � .� r _ �_N1 � 1- � I I C 11� _ _ C �I. I fs CCI'11FO6111UN SNINc:rLES 011-146IN') TAPERED, I.OIU FRCFILE VENT (EXTENDED FLANGE) ROOF DECK. " LOGALLY-AFFROVED DIVERTER6 UNDERLAYMENT LOCALLY-APPROVED DIRE rIF511 5EALANT O'H46W 5 TAPERED, LCW-FRCFILE VL=N r /(EXTENDED FLANGE) TAPERED, LOW—PROFILE VENT FOR COMPOSITION SHINCLEt— SLA f E & SHAKE ROOFS WITH EXTENDED FLANGE INFORMATION A 43 ' FIRE R.SA OPTIONS PNASUGGESTED 8D I AMETHODS LOW -PROFILE CONCRETE ROOF TILE O1HA(GIN5 5[CONiJ4RY VENT (COVER) / O'NAGIN'5 PRIMARY VENT d (c�U C A�NIN_c ) kr L � LOCALLY -APPROVED U 1RE I7EglI FEEL s SPICK \01HAGIN'S PRIMARY VENT (50LA5NINe) -FATTEN WIND CLIF WIRE ME514 ROOF DECK LOCALLY" --- LOCALLY-APPROVED AFPRovED SEALANT UNDERLAYMENT n 1, IAIII IIP Adv tTn IT VrIVI I�UDrLAJI-11fV(.S/ MODEL "FLAT" STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE I O'HAGIN'S SECONDARY" VENT 'WIFE MESH O NA61N'5 PRIMARY VENT SUBFLA5HIN6) FATTEN WIND CLIF' LOCALL'f-AFFROVED UNDERLAYMENT O1HA6IN11j SECONDARY VENT ala{1✓1 r.F,:/1-1IINU/ MODEL "M" STYLE VENTS FOR CONCRETE TILE GOOFS (DRAWING SECTION) NIGH -PROFILE CONCRETE ROOF TILE 011-1,461N'5 SECONDARY VENT (COVER) --UJIRE i1E5N UJIRE ME5H O'NACTIN'S PRIMARY VENT (&UE,FLA5HINCr) 5AiIEN WIND CLIP LOCALLY-AFFROVED UNDERLAYMENT O'HACA S SECONDARY VENT (COVER) of/4 NIS - RII IA Y VENT (62FLASNINCi) LOCALLY AFFROVED FLET. I irIGK, j UUIRE MESH ROOF DECK. LOCALLY AFPROvED SEALANT `O'HA61N15 PRIMARY L VENT(SUEFLASNINCJ rrS rr ��! RETE TILE ROOFS MODEL STYLE VENTS FOR CONCRETE COMPOSITION 51-IINGLE5 O'HA0TAPERED, LOW-FRCFILE VENT (STANDARD FLANGE) ROOF DECK, DIvERTERS LOCALLY APPROVED UNDERLAYMENT LOCALLY APPROVED 5EALANT �WI� MESH O'HA61N'5 TAPERED, LOW-FROFILE VENT (STANDARD FLANGE) TAPERED, LOW—PROFILE VENT FOR COMPOSITION SHINGLE, SLATE & SHAKE ROOFS (N�RAV1/INC SECTION) O'HAGIN TENT DETAILS VENTS FOR TILE ROOF(6: A) MODEL: FLAT NFVA: 9x.15 50, IN 031.1 50. CH.) E) MODEL: 1511 NFVA: 91 ,�O 50. IN, (62910 SU GM.) C) i`IODEL: "IN" NFVA: 562b 50. IN (556.5.1 50. Gil.) VEN1`5 FOR 5LATE, SHAKE OR COMFOUTICN ROOFS: A) MODEL: TAPERED 1 -00J -PROFILE NFVA: 12.0.50. IN. (46,45 50. CM.) O'HACINS NOTES O'HACeIN VENT5 ARE MANUFACTURED U51NG: PRE -FAINTED GALVANIZED 26 GAUGE 61,0 GALVANIZED 2.6 6AUCE 690 AL 11,11NUI»1 OU 2 COFFER 1OZ E ONLY) STAINLESS- STEEL INTERIOR MATRIX (WFxtTNFRI IASrER , FIRE E IC FOR COORDINATING ROOF TILE MANUFACTUREFo, I115TALLATION INSTRUCFION5, TECHNICAL EUI_LETIN5 S 5PECIFI , INFOWA'HON REGARDING RAIN, SNODU, HICK-vELOCITY WIND OR WILDLAND UREAN INTERFACE (WUU AFPLICATION5, PLEASE CONTACT O'NAGIN TOLL FREE AT 811/314-0444 OR UUIUUJ.OHAGdN,COM (1) HOUR FATED_ ASSEMBLY C1L1_FILE 'RC2&O2 INSTALL (2) LAYERS 5/811 T fFE "X1' EXT. 6YP. PD. A) 6HGWN, I P Eli"" h r 4 1 � 4 1 F " r F A I I r , 11 t , I r fF ' 4 a'„ :I• h. 1 J .F k" {{ f 2 I a � " h T " s I w t ht t Y F a' p Wi 1 l w^1 31, r f4 t1 , � z t " r J S r „ f Yud&Vi:1'` yi Akil .� 1;.1 rl"�Y:SK,41:yyS v 18. 'r.k .11.1 r r " ,"�: , t e: I� t•:,r� W" 111... « x. n W.Ar l �qi CIsF"" Y7�i��i n�'� ' rdsY Miet a'rm��ls# tr„wAap "I ++ 'Yfr a,{i tfi aiRS'i ; r� '#4rr. a R,'rr auk:I� I � , ra UNDERSIDE OF .I n$�a� ry �Ai b�fN$kh ti M ',III r, 1 _ --------� C Po9 IRY'1 1 uh � ' a ��p 31 r IQ - nFJ gM'�PCIry �4�tL� p t�� cm °I':d�rrh ?l rka• ht )iFUr �a" " II 1 fi�a1f�)"b n aUya4E; .0 � ry W � ��i " „,It r� -� IF I �'3 i91 ,��t1 �ri„ k r � "{� " ��IM p�M«�t�"• r ti YI II lWT ra ,?y, „r ,A,yI I " II Mer«rv' � Y'�"✓"L5 P�nSfHs�I �. .�. ' ("ti, r`#?'« �i.: K� 'u ✓IJ�u...,rJ aFr� . .'- xx41aL4r. ,. ., � ,..Y.�:i{i,r. �.>m �Id�i ,1 k" r, rKh.. �IYn�:Al� � ,r REQUIRED e A Y P n w,1 0) 'r 3 rl� '�,a EnYli �£'; r" ir: v� ¢1A yi`�;J xb�R: l�" 6 I'H r'�i•�5.°;`:,. it ty'�,. dk 'W `� W,•��:'46'I� �F `��'�S� k t a4�: 4.w.e..r„/ a°v b �I wl r•< ( ] r, i, t"" � ' �i � ��, „1 i�a, t.. .0 �rv� w•� dfr w p�, ,+ e. ;d- '� !� f + A'P . 4.0 .Y«�� : i . qd ` a , ,,•za. a'. .�rv� I M' y 4 .",• ,.,t rEi.• Y P: ti L r. k h: t. 1Y T S M1 ° 1 A �r k 1' I q e dY. 4. • n r: ". I r .r- •a m' he , C k �I"ra � fi. I. ms I M I 9 fi. 7 r 5 a, r a•. � 'f � . fn.. t. °.,.%.��.S.v�� n`i,.��'JW�1;1:✓.,,.,u''S,N,,.3�Y:i''?:l?„.-Iw.�%kT�v,�,..-.N6'ih;,,,'1� Y..u.,. .u. �3n.�a5rK5:re..��f3:ii�:,..' COMPOSITION rI l:t_ .. { SLATE SHAKE ROOFS r i 1 f e1 ✓t1' AN b" >T t i G.C. VEf IF1 FASCIA- q" r 00 O.C. AT FAME IUAfLLS AND PER COr11-1UNITY a. -j0 - 0 f a 2-3/4" rAFCON AT 24" O.C. AT REO. i k C.I'1.LI, UJAI.I.., z f V rt bvP?A i. —. ------- EXI`El`��IOH WALL ryry OVERNIAN6 (5EE ELEV.) (1) HOUR FATED_ ASSEMBLY C1L1_FILE 'RC2&O2 INSTALL (2) LAYERS 5/811 T fFE "X1' EXT. 6YP. PD. A) 6HGWN, INSTALL CASE LAYER W1 11/41' TYPE lU CIE 5 DRYUUALL 5CREU5 AT 24" O.C, _INSTALL EACs LAYEP, V 11/0'' T`rFF UJ 5EE 12 OR 5 DRYWALL SCRELUS AT 12" OC. L.LEV , FIRE - I'l MuE. UNDERSIDE OF LOMANCO VENTS --- _ --------� INTAKE VENTS 45 PROJLGTION NO RE5fRIGTION5 FROJECTION5 1 LO a x P REQUIRED e 1549 S A-ITH Silt E -JL f II OLL)SMAII H.ORiDA 3LI677 0) 2x4 P.T. CONT. �LOCKNCi 813 925 130`ITEE 813 - 925. 184949 f -AIX { Va/W1nJq-.LJt@'+I15�1{11� vWS.t✓OM r i 1 f e1 ✓t1' AN b" >T .I. 2,1 A11%,IEU/ GcNAILS A G.C. VEf IF1 FASCIA- _ 00 O.C. AT FAME IUAfLLS AND PER COr11-1UNITY a. -j0 - 0 f a 2-3/4" rAFCON AT 24" O.C. AT REO. i k C.I'1.LI, UJAI.I.., z / h 01 I —. ------- EXI`El`��IOH WALL 2x SUB FASCIA- OVERNIAN6 (5EE ELEV.) LLJ1� e (SEE FLUOR FLAN) ALUMINUM SOFFIr - NON VENTED, — LINE CANNOT 5(I_ USED EOR ATTIC E`kRIOrF FINIS( I RI VEN�FILATION (SEEIELEfAI`10%) NO`I_E: FIRE RATED OVERHANG APFLIES ONLY TO OVERHANC.15 UJITNIN 2 TO 5 FEET OF PROJECTION UNDERSIDE FROPERTY LINE, (Sol HR. FIRE RE ISTAIT DT ROOF VENTILATION Attic ventilation to be in compliance with the Florida Euilding Code 5th Fditicn (2011) Residential REO . The Minima net free ventilating area shall be 1/150 of the area of the vented space, The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% or the required ventilation is provided in the upper portion of the space to Cue ventilated, Upper ventietc �h II be located no more than 3 feet ( eaourN d verllcaLJ) below the ridcje or hl hest point of the ,pace, with tF, r r I r it d ve I a Ian provided e r {i balance of the c u e nt I t r b eav e torr c.e g p 9 vents. ROOF-CEIIJUNG SYSTEMS GA HLE NO. RC 2602 I GEV° ERIC WOOD TRUSSES, GYPSUI1V WALLBOARD II layer &8" type X gypsum walWard applied at right tangles to vwoud trusses 24" o:a. with 11/4" Type W ear S dr ll earows 24° ox. Fierce baler 018" type] )( gyptum 'e° uJIbourd or 11Y1xsrtm vermur II appliad at right, unjuu to bums wNh 1718-11 VV cP S drywall scrawl 121, ®.a. at JoIrfb and Intermediate trues and 1 112" Typo G dryvmll screws 12" o-rplaned 2" back on oitheir sidle o4 and 1r inr ss. Joirrda oti '82#' Irorri tease layarinirtt�.Vrxtr&%s supporting 1Wwood a ructural panels applied at dg' ht angles 4o trusses with ad nails. Appropriate foof covering. FL 9 HOUR FIR Approx, Gailing Firs Togt; RA FC 1,72.2-25-77-1- ITS, -25.2.ITS, 8-6-98 /� I -- IIIR FIRE PROTEC:1'ION / REVISED 08-25-15 REQUIRED TO 2 FT :.°, lDlst) °� 5 FT' UNDERSIDE OF / —- - ---- Dist.) 5 FT. � PROJLGTION NO RE5fRIGTION5 FROJECTION5 1 LO a x P (OVERNANC,S) e z, PROPFIRTY' LINE DIUELI_ING As per the FISC 5th Edition (2014) Residential 5ectlon R302, measures hall be taken to protect any and all projection/ that are .> 2 feet to <, 5 feet. NET FREE VENTILATION AREA fv MODEL: DA -4 NFVA: 9 50. IN. / LINEAR FOOT. Molded -in Cut II lap Brad Transitions ail Engineered Mate ria l 6uarar1L' eg Lcn1Y vu 1 . J Y �I11fl Ify W.. 11V l r. "su"uvurul��' : �r I II I II III II 6'fet1 n IQ5uppalrked I I I II a u II r i II IIIA I hill i )'1 C Ih �u 111 I r a! I I I I I � h 1111111' 11 I I Eta !wi t r ��I 1 1 rtClr tri �VI�III II1�p111Ii, 11111 p I'� ��p�� I IIr /dell Holes. r ,.. �„� '�” I III ,. i VIIr11GPd h11 VIII IIIf1 Fk, . II III IN II 1 II I I I i al" III I Yi VIII � I 1 1. r 1 1 C i1111�1 1 I I �� I t ,p1 I 111 I III I l7 r� 1 1 "1 I I III II I �` ♦� � f 1141 I I I I � I 11 6 Ill it 1 II Ihl II III I � I� rr1'I 11 1 t 1 ,I 1 p I I 1 1 1 11 III 1 1111 IIIi11 I 1 1 1 II I II II. d t II II I pp,� 1 « tl 111 IV r r �9� 41,1 11111 ',�, III II Y li 1 I III a 'l I „MY,� II1V, (III III Ipj111 �1 �� ;a� U (III I: 1 I I., ��II I I II 11:�IW I I LI V I I � ' 4 Shin« leSCu 7 ", 11 11 ''�I 11 IpJI�i1'ir'.{�11�111;: I (III III kdi�, 1 b J t I �IIIIICII 711 1' � I III, 11'' 1 1 1 1 111 I I a.l:" , 1 `° e.t, 141ic rurla;ntl�arr� 11 l I II1PIII ' II kaa 1 11111111111 1111 I,I J 1 I1 If11,,1!Illlhl111111Iulyll�If�711��iIIlll,l1111111111Irt� 11111'1llhli1i1111 i s 1 Ili 11 I I II I 111 11u 1 1 {,III 11 �"1�71iIhl,��illlr�'11,11II,III 1111I!'u11� � x,11: y" Unique design provides enhanced s Intake slot ,diclth t uidd�line g. _D ® 1_ ring _I{ir1k n,dis in-Lr._c, weather protection. Patented dos/ n. P Made frons tl7ti sarrnr du{ahle, long JI IneerJrateci ertcl gllueJ every] inches. t' The DA I can be used 3s an exhaust lasting and field tested material as P 9 square inches of idd Free Area per vent (see revei se). rhe Lonranco Omni Series vents- linear foot Y Life -fume Limited 4Irr4aAV. Fits roof pitches 3/12 to 16/12. b iVlolded nail lines. Lealg th VVHI p ur+ g_% Mo,.lt.l Itwfir PRO P,a ataticd -� 4 1° ,�' Bill^u Jrr slJoperm WaloY CSA (ft,] (rm } hI 11111 1 "�.: -vw"ani"fm A r rnve'I III TM"t ",5r�64r I P f 1 �' J 1 i:li:i!IIIV.I�V°I,1 seer ' W.>»t`.F�III �61 �gi1�1111,1�1111G6��11w IihI1l�1�11I11�1111 ak�ik�'� 11 a 111 I IJxr .�s:✓ "Ip { ' H 11'J 4j II (IIP I«r' 11711 IM:4°� u' f � u��1ir+�Illill o !IIII'yl'1p1 q�r�rNllull {IuulllPl ul9pll I d 11',)",r" l11log hill' 1191 "qt r tl,u l ll m IIr NI ��it u I {Irl ° ° " � '(111111°I II Ise rr1a+'0,"I a"rill 111 11u)11 1+1i�''f��P1'11Pi'11 Ii lu�li o IIII�1i11i10 1 nt�»F �)rl�r Glfll!!G'VIIl,1Iuil� Idµ'a"s'ulil �14}T�I�11�II�s" !':.. ,I"ry1111'tul. IN fl' AU IN IIISA L04;9 1214 LOMANCO INTAKE VENTS ONION N.T,S. m JOB NUMBER 25141 CAD FILE SOFFIL EAVE ISSUED 07-10-15 C REVISED 08-25-15 09-z0-15 11-10-15 6 I [ P it G u ..uaNr+•�..�q• J$ ad9 ro �w 1 LO a x P e 1549 S A-ITH Silt E -JL f II OLL)SMAII H.ORiDA 3LI677 0) 813 925 130`ITEE 813 - 925. 184949 f -AIX { Va/W1nJq-.LJt@'+I15�1{11� vWS.t✓OM r i 1 f e1 ✓t1' AN b" >T (r) r`y IL c' � o , �rY ra a x a j€{fk d°9 9,^..,�• ©rr�r.J E3GI`fbg3.::, a ,k 00 r { a. -j0 - 0 f a iT 2 1 01) r vj `' k z 4 h 01 I I am J A m JOB NUMBER 25141 CAD FILE SOFFIL EAVE ISSUED 07-10-15 C REVISED 08-25-15 09-z0-15 11-10-15 6 I [ P it G 12-04-1 i ..uaNr+•�..�q• J$ ad9 _ DAMS BEWSDESIGN GROW ® 1ILL k SOFFIT AND OVCRI-1ANG DETAILB ppp I _ 0 k i 6 I [ P it G ..uaNr+•�..�q• J$ ad9 DAMS BEWSDESIGN GROW 1549 S A-ITH Silt E -JL f II OLL)SMAII H.ORiDA 3LI677 I ' 813 925 130`ITEE 813 - 925. 184949 f -AIX { Va/W1nJq-.LJt@'+I15�1{11� vWS.t✓OM i 1 f e1 ✓t1' AN b" >T �% h s es W y � c Q` c' � o , �rY ra a x a j€{fk d°9 9,^..,�• ©rr�r.J E3GI`fbg3.::, a ,k ,r k r { a 4 h 01 I I am J A I LLJ1� e ® 1ILL k SOFFIT AND OVCRI-1ANG DETAILB ppp I _ 0 L CTfRICAL <E *T" 0 DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.P• WEATHERPROOF DUPLEX OUTLET .F•�. GROUND FAULT INTERRUPTER DUPLEX OUTLET hQ-- HALF -SWITCHED DUPLEX OUTLET I-0 SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH Ip DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c• LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR Q TELEPHONE (OPTIONAL) Tv TELEVISION (OPTIONAL) Q THERMOSTAT Cp ELECTRIC METER J� ELECTRIC PANEL I DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ i G v ROUGH -IN FOR OPT. CEILING FAN I NOTES- I. OTESI. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTED IGF.(.) AS INDICATED ON PLANS OR AS ITEM NO, 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: 1 SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISIOK ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION 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.L PROTECTED (GRI). 6.1T 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, NEC, 2011, FB.C.R. 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-5URNINCs HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING LS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CANON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUAD D DISC. REFER TO FLOOR TYP. 014 AND X12 COPPER TO PLAN FOR NOTED MAIN DISC, INSIDE LIGHTS AND OUTLETS PANEL V CAPPER TO AMPS. REQUIRED WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY "4 COPPER TO 5/6" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. A/G DISCONN. W.P. GF.I. I ��//-✓ ROUGH -IN EFOR MASTER SUITLANAI 1� �Nt W.P. ROUGH -IN FOR OPT. ZF' FAMILY 3 3 ROOM CM O✓_ I :01 LIGHT AND FOR OPT. I(SWITC IC ( ��j� JFAN/LIGHr I DISC. GF.L W.P. M. BATHG ' -✓ - F.�. MICROWAVE - \ DISP. \\\ _0' OUTLET +14" GF.I. F.I: 21 KITCH EN k * * *HORIZ. 4. VERIFY ALL MAKE-UP LIGHTS I ( I MOKE DETECTORS I F. O BE HARD -WIRED k * * * BEDROOM 2 I BATH 2 � nr-- ROUGH -IN FOR OPT. * * * * N/LIGHt � I — — I III 4. VERIFY LOCATION FA < �! \ I uL _ OR CEILING FANS \ I. — — — I / 'RE -WIRE � Q D M BRKFST. sat 4. VERIFY LOCATION - —� I 1 ;Q'r---�'� I ( cam' OR (4) ADDITIONAL O Es *D A FIGHTS BEDROOM 3 ---_ sD cM sp I p��'RIFYt FE j/ O0 a LOCATION) ----- --- II ROUGH -IN FOR OPT. FANA-IGHT UTIL - PENDANT (VERIFY AT 48" AT 411 LOCATION) DINING ° PUSHBUTTON FOR G.D. OPENER J LIGHT AND SWITCH ATTIC IN ATTIC (VERIFY LOCATION) OA L_-`' -j 150 AMP. DEN ELEC. ELEC. METER PANEL GARAGE <\� ROUGH -IN FAFOR OPT. FawLIGHTOR D OPPMR J WP/ GF.I. ENTRY FOR T.l�G. • SERVICE W.P. - IRIRIG. GF:I. I I AT 48" p I I • JOB NUMBER 26002.006 CAD FILE NAME X N ISSUED 12-08-15 C 0_j to 0 J co N' sm N ..- >_ DJM Lm ��,LL • Om= r � j � E o�c0 V.L r'cN 0. o 40 z-2° • JOB NUMBER 26002.006 CAD FILE NAME LOT 21 ISSUED 12-08-15 REVISED 01-05-16 LIC:H I INCx —� LIC%HTIWj 0 Alf` #16-514 F DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAViSBEWS,CUM TAMPA • DEr4VE L �� EST. 1994 F LIC:H I INCx —� LIC%HTIWj 0 Alf` #16-514 GENERAL NOTES WIND DESIGN LOAD INFORMATION FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL ' BEARING CAPACITY 2000 PSIF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. STRUCTURAL NOTES 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S2 MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. ROOF FRAMING PLAN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S4.1 OF PRESSURE TREATED WOOD. CAST„ IN PLACE CONCRETE (+) 20.2 S5 PREFABRICATED WOOD TRUSSES 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF - 26.4 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS, UPLIFT SD2 CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3, PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: MASONRY WALT- CONSTRUCTION A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C901, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE MI OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING& BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING - KI RE 'D ALONGSIDE TRUSS TOP CHORD ROOF HIP/RIDGE MIN 2x SYP #2 BLOCKING Q EN'T HALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 6. VERTICAL REINFORCEMENT S TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE (PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WIN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (Cl ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED L.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM (LOADS TO MASONRY WALLS FOR 3 O DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS. FIELD REPAIR NOTES 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 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANi INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2.. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/74" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM &VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z z E = 1,800,000 Ib/in z U.N.O. E: = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fib = 2500 F'b = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft = 1500 Ft =1700 Ft = 1500 STRUCTURAL STEEL Fc 3000 Fc II- 3000 Fc 11= 2100 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 = - Fc j = 900 F'cj - 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. 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 CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE`. ASTM A36 OR ASTM A-307 1. USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINRT SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. Y116" UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (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 INDEX OF DRAWINGS RISK CATEGORY II SHEET ENCLOSURE CLASSIFICATION ENCLOSED SHEET TITLE QC CHECK: S1 EFFECTIVE STRUCTURAL NOTES WIND S2 SCALE: FOUNDATION PLAN AREA (SQ FT) S3 AREA DOWEL LAYOUT PLAN O S4 (+) 21.2 ROOF FRAMING PLAN 10 S4.1 - 28.3 NOTES & CONNECTOR LEGEND (+) 20.2 S5 LINTEL PLAN - 26.4 SD1 (+) 19.0 FOUNDATION DETAILS 50 SD2 - 23,9 GENERAL DETAILS (+) 18.0 SD3 GENERAL DETAILS - 22.0 SD4 9'-0" x T-0" GENERAL DETAILS (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 jJ✓' 4 4 ,� l 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA` MASTER UPDATES ON LINEAR INTERPOLATION FOR THIS SITE. NUMBER IS 15FT, 2 STORY HOME IS 30FT DATE DESCRIPTION 1NTIALS BUILDING CORNERS. 1 OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED CREATED ELEV. F N ME & NCII w/ GARAGE OPTIONS OPT BED 4 E D C C � EA .5/7/2015 WIND -BOURNE DEBRIS AREA. OPENING PROTECTION AND MINOR OPTIONS RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS .DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 QC CHECK: WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND SCALE: (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 - 23,9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 jJ✓' 4 4 ,� l 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA` BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2, MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN V-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS LLJ Q 9Z AA O � U �co LLI 0 ca � LLI im °«°ee'Wee °e° � ®� ® �� w o =A . z Wlot ... ° CJ p , 0p:, 'mC v�e � Q �� e LLJ ryp P of �,� _ J ale LL �/1111111 �. �Yy1 O Zk ti w O co '�� ILII (III il� T N U 1 3J C) o O z M u a Z Illp,uljlu � a Z� zM a Q W (D AA w z o O W Jo� �0 u N "� W ZF_Mr� Eo J Q ZU)LL 0 � m Z U'1-ovi wZ� O �u J (p iY z R 0 00W�.� (q �wiii 0 Z ZQ cn z Z E L) LL 0 ° U) L LLL N u Z o UJI W (D 0 O 11 LL Z N Z 0 A 0 Z J r OC�j� OC a 0 � O U cu Q J Z W Lu mop. O Q0 STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC JOB No. TM - 2151548 SCALE: AS INDICATED DATE: 02/10/2016 FOUNDATION NOTES: w 18'-0" 22'-0" 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I- - ROUND TOP; TROWEL lo LAPPED MIN. 6" AND SEALED. Q SMOOTH PRIME PIPE W/ RUST 21'-4" 2. MESH HPLACEDAT MID DEPTH ON 6 MIDE 3-1/2" 300OPSI CONC. SLAB L/ED WIRE A/C PAD VAPOR BARRIER ON INHIBITIVE PRIMER COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER AND FINISH PER Fp F0 MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT BUILDER DIRECTION D D 2.5 CODE EDITION. 3, VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 6" SCH. 40 STEEL PIPE - ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. FILLED W/ 2500 psi ■ • — ..--____.._ • ■ ■ ■ __- - _ � LAP SPLICES SHALL BE NO LESS THAN 25".'' r` CONCRETE Bp 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z = SLAB PER PLAN = LL RECESSING DOOR SILLS. O 2500 psi CONCRETE I ( D - BASE FOR a 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. I— j -4" FIN. FLR I 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE r� EMBEDMENT j–III _ ■ F01 ■ °p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) TREATED SUB -GRADE D CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U - -j) PER SPECIFICATIONS I T-0" 16'-6.. 2. 6.. -_ I THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ._, LJJ _ ru clUSE ALTERNATE APPROVED METHOD. - Z I I 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY z _ I1 2 0�;_I . ■ ■ ■ ■ COMMUNITY & COUNTY CODES." �f�FT lrf_ ■ • • ■ ® 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ® I -- SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE F1 F01 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION iv p D INSTRUCTIONS. DO F1 BOLLARD DETAIL _..._.._ N I 9. NO WOOD STAKES PERMITTED IN FOUNDATION. v CJZ 3/8"=1'-0" I EXTEND FOOTING UNDER rs � DOOR AS REQ'D & ADDIT'L #5 _ 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO _.._.—.-_ _. BAR DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQ ED STEEL BENDS INTEGRATE COLUMN INTO AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S R STANDARD t11 d ��rortuirrrr a o MAIN HOUSE FOOTING STEP DOWN AND CORNER INFORMATION. N 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOU ;,., ®�ee••O••e•s®v�/ /r`i, W fj► _a 0'-0" FIN. FLR` per. °• °• si '� o Z Z SHALL BE ELEVATED A MIN OF 18'`: CONTRACTOR TO PROVIDE SUCH -M ,', V • • � � 2-0 2'-8 I ® ® o� ►rol Q cr PLATFORM w/ EITHER MASONRY WOOD CONSTRUCTION _.._ d' ► • 3 1/2" THICK CONC. SLAB W/ 6X6 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ; ' N ov ' " "•e a•.J --� W/1.4 XW/1.4 W.W.F. OVER 6 MIL I COMPACTION: 2000 PSF ( SEE SOILS REPORT AND SPECIFICATIONS V § , � Ixe L �` Q LL9 T P. VAPOR BARRIER OVER FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE )" Cas �° u- ■ FO COMPACTED FILL. PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL "• �•' y> •• ��e• Com:` ; O p CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •oq ®••• _ J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ® "® ��9��, u- __ I ■ SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY ASPri/l m /� j I 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 4 C .FLR /��0 0Q // (� 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO w O _ \�� DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE O Z41 0 STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND v yf104 FOOTING SIZES PENDING DEPTH OF STEMWALL: U `�30 0 ■ o ■ O Z I ( ..FOOTING SCHEDULE I� 12''x12"x12" dp w/ #5's EQUALLY SPACED EA. Z 1 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2)# 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. pil,illilil,lll, 5tiG D 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. v� Z ti11ti9 O BARS & 3" MIN. COVER TO EDGE OF CONC. z O� 28 x28 x12" dp w/ #5's EQUALLY SPACED EA. "... 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. c m a q BARS & 3" MIN. COVER TO EDGE OF CONC. pa;, o 30"x30"x12" dp w/ #5's EQUALLY SPACED EA: 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3' MIN. COVER TO EDGE OF CONC: v 00 321.x32"x12" dp w/ #5's EQUALLY SPACED EA. "' 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z IBARS & 3" MIN. COVER TO EDGE OF CONC. J-11 ( 36"x$6"x12" dp w/ #5's EQUALLY SPACED EA. z J 11 f F01 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. J �' / O I � D BARS & 3" MIN. COVER TO EDGE OF CONC: LLI J v ■ 42 x42 x12 dp w/ #5's EQUALLY SPACED EA, x �, / 3.5 WAY MIN: 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. �0: w .O u M E ----------- -------- BARS & 3" MIN. COVER TO EDGE OF CONC. °� H Z LL 48"x48"x12" dp w/ #5's EQUALLY SPACED EA:, O ¢ o - _l 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z O F z ----- O .� BARS & 3" MIN. COVER TO EDGE OF CONC. J � ti o ■ 541. _j dp w/#5's EQUALLY SPACED EA. ::) <C O O QU) b o FO kFO'��4.5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E,W. Q (n 0 n w ui o Z Q ¢wzo D D I BARS & 3' MIN. COVER TO EDGE OF CONC. D O LL 0 _ L, 60"x60 x16 dp w/#5's EQUALLY SPACED EA. U w o vi ¢ a ■ -- -- I I O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN' MIN (9) # 5 E.W. Z r r Q U`"¢ BARS & 3" MIN. COVER TO EDGE OF CONC. W�.LL N FLR I I SYMBOLS LEGEND IJ— o -�4" FIN. -- I i � Fp I �..L Q ■ I D ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. u j F1 I I j TO TIE BEAM (8'-0" O.C. MAX`U.N.O.). Lu S2 i - -- d ® INDICATES GROUT FILLED CELL WITH 2 VERT. #5 CONT. FTG. TO TIE BEAM. I II 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. F01 F11 INDICATES 450 CORNER BLOCK GROUT FILLED WITH 2 VERT. D p I #5 CONT: FT.G TO TIE BEAM, FO -C? N I ■3 —_ __._.. LL PAVERS I ( ■IzN INTEGRATE COLUMN INTO FO I 6'-0" 13'-4" MAIN HOUSEo FO 0 BUMP OUT FOOTING FOR HALF D A COLUMN A -y4" FIN. FLR p F01 I � 0Q2 LU J D ■ op F1, N o 0 r F� D jhl �— �. 0° O J Z IJ N w J W w �- • ■• •7 • Q00 P 2 P 10" 10" „ 4'-4" STRUCTURAL ENG: BED DRAFTING: 20'-8" 6-8" 12'-8" -STRUCT: JRH , q QC CHECK: CC _- °O JOB No. TM - 2151548 _.._. qr,>rtilt a SCALE: AS INDICATED 5 1 DATE: 02/10/2016 # 16FOUNDATION PLAN 1/411=11-011 Y ,L Z O .r U .= w D 0 0 �w oa 6.�L� �® z z ®=a 6_ $ M -� ` � U- J o �+ o cc O w O �Z6 ch J I U li';IIII'I' �J 0 • 6 O z U c o U N • Q m Z z O U J � J � C 0 °� r- � �n 06 w d UJ E Z U- $ Z Z 0 �o��_ C ~� Luz ti r J G ��zOf08 = Q oo�� (n 0 IS-'RwL!d o aq z �0f-z E U O O. 2 a � ��J LL N N Q W H O U N Q 5i -jLL p O w � 'w o ER V � LL Z N ZOo ra y Z J OC � Y OC ,� 0 o 0 1- �Nm U oW Z r - j,. a 0 �0 HCH STRUCTURAL ENG: BED DRAFTING: STRUCT: JRH QC CHECK: CC °.� JOB No. TM - 2151548 SCALE: AS INDICATED DATE: 02/10/2016 S4 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) G O BW1 16"SPF (3)2X4 SYP #2 BUILT UP STUD COLUMN (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW4 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ D TO MISS STUDS 1160 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 TO POST: SIMP: HTS20 OR LSTA18 SYP 1/2" THREADED ROD @ 48" O.C. ADJUST REQ'D TO MISS STUDS 1160 p If MID-SPAN16 BW9 16" SYP D O.C. 1/2 THREADED ROD 48 ADJUST AS REQ'D TO MISS STUDS 1160 pif 3rd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW12 3140 2 1.75 x11.875 LVL 1/2" THREADED ROD @ 48" O.C. 1160 plf '-rd. PT. NAILS & (18)4'x24" TAPCONS 12" SYP ADJUST AS REQ'D TO MISS STUDS 3640 3 STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. %2" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT THE STUDS PLATE AND THE 2X S ARE TOENAILED/ ENDNAILED TO THEBASE 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 & WASHERHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FORBEARING 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 w/in 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 O2 O 2X4 SPF #2 BUILT UP STUD COLUMN B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C O (4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN F O (2)2X8 SPF #2 BUILT UP STUD COLUMN G O (3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN J O (2)2X6 SYP #2 BUILT UP STUD COLUMN K O (2)2X8 SYP #2 BUILT UP STUD COLUMN L O 4x4 SYP #2 POST MO 6x6 SYP #2 POST NO 8x8 SYP #2 POST PO 3-1/2"x3-1/2" LVL COLUMN. Q O 3-1/2"x5-1/4" LVL COLUMN. O 3-1/2'W" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. VO 5-1/4'W" LVL COLUMN, XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN O5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL .ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS.. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7 EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(1 8)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131,x22" 101d .148" x 3" 12'd .148" x 34" 16d .162" x 32' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP ME1" META16 / 7 1 x1- NAILS OR A6 wO Od z B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4� x2 42" F META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR 2 META20 2)2x12 #2 SYP w/z" FLITCH PLATE TO POST SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 I NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1340 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 H5.5x11.25 HTS20 w/(24)10d x 12 NAILS (10) 10d NAILS B2x12 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12' NAILS HEADER SUPPORT #JACKS/KINGS @ REQ'D. OPENING OPENING SIZE TO POST: SIMP: HTS20 OR LSTA18 5 AT EXT LOCATIONS INCLUDE (3)12d TOENAILS FRAME TO FRAME 2490 2900 (10) 10d NAILS H2.5A w/(1 0)8d FRAME TO FRAME 535 600 7 MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA1 8 CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d g" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. TO CMU 3140 3140 2 1.75 x11.875 LVL "EMBEDMENTFRAME 5 . NAILS & (18)4'x24" TAPCONS 9 HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7 EMBEDMENT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 Z LTT20B w/(10) 10d NAILS & $' EPDXY ANCHOR w/SIMP. SET STANDARD BEAM NOTES 1. NAIL ALL 2 2x BEAMS TOGETHER USING 2 ROWS OF 1 O O G O 2d NAILS @ 12 o.c:-(TYP.' ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN COLUMNS USE (18)#10x12" SD SCREWS INSTEAD OF NAILS CMU O ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG W HTT4 w/(18) 16dx 22' NAILS w/8' EPDXY ANCHOR w/SIMP. STRUCT: JRH DIMENSTIONS NOT SHOWN HERE. uIc.t�� 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 QC CHECK: CC JOB No. TM - 2151548 (1*)#10x12" SD SCREWS INSTEAD PF NAILS c> -- - ....... SCALE: AS INDICATED (3)HTS20 w/(24)10d x 12' NAILS - q r q" / 44 r, DATE: 02/10/2016 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU - 2420 2800 22 1 SIMPSON HGUS 5.50/10 W/ 63 6d NAILS I T L./ RDER O CO BEA 1 9 00 4 9 0 5 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 24 NAIL AND TO TRUSS HUS26 TO LEDGER W/(14)16d S FRAME TO FRAME 1335 1550 0 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY`.2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP: H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR; REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. T 2 R TA1 H S 0 0 LS 8 WQ TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4� x2 42" W PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/z" FLITCH PLATE TO POST SIMP. HTS20 OR LSTA18 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2", FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE I NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND (2)1.75"x9.25" LVL TO POST: SIMP: HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H5.5x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18);"Wif" TAPCONS 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. PLATE BETWEEN PLIES ON MASONRY: SIMP. META16 HEADER SUPPORT #JACKS/KINGS @ REQ'D. OPENING OPENING SIZE TO POST: SIMP: HTS20 OR LSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS 63.5x11.25 (2)1.75 x11.25 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d TRUSS DESIGN. NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 Z Z 0 TO POST: SIMP. HTS20 OR LSTA1 8 CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63:5x11.875 2 1.75 x11.875 LVL TO MASONRY: SIMP. HU41 0 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON MASONRY: SIMP. META16 FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N:O), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). p TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & � (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d C4 NAILS & (18)4'x24" TAPCONS HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ON MASONRY: SIMP. META16 SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS TO POST: (2) SIMP. HTS20 OR LSTA18 U O -=Z' ON MASONRY: (2) SIMP. META16 85.25x16 (3) 1.75' x16 LVL W * NAIL TOGETHER USING (3) ROWS OF 12d NAILS NOTES: BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) @ 6" O.C. EACH SIDE TO POST:. (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL CL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. Z NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL 2 2x BEAMS TOGETHER USING 2 ROWS OF 1 O O G O 2d NAILS @ 12 o.c:-(TYP.' ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE ROOF NOTES: HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) WQ 16d NAILS H2x8 (2)2x8 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) = Z 16d NAILS W 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 16d NAILS H3.5x5.5 Q ATTACH KING STUD TO HEADER w/(6) FLOOR. FRAMING NOTES 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND (2)1.75"x9.25" LVL Q 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.' 16d NAILS H3x12 ELEVATIONS FOR BEARING WEIGHTS. ATTACH KING STUD TO HEADER w/(10) 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT #JACKS/KINGS @ REQ'D. OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH' JACKS @ EA. END KINGS @ EA. END 1'-0" TO T-11" 1 1 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 2 2 TRUSS DESIGN. 01.- Z Z 0 CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. -NAILING SCHEDULE y Q 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N:O), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). p LO 0 0 o AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ � HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO C4 HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. W • • SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS U O -=Z' W NOTES: BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 0 0 o Q = 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CL 12d TOENAILS. MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. Z 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. STRUCTURAL ENG: BED - - 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE O ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG W STRUCT: JRH DIMENSTIONS NOT SHOWN HERE. uIc.t�� -- -- CONTINUOUS FROM FLOOR TO CEILING: QC CHECK: CC JOB No. TM - 2151548 c> -- - ....... SCALE: AS INDICATED - q r q" / 44 r, DATE: 02/10/2016 N ICONSIDERATION T HEF W 6. TRUSS MANUFACTURER TO INSURE DESIGN O T FOLLOWING 0 ADDITIONAL LOADS: w A) ALL CEILING HUNG SOFFITS AND SOFFITS 0 WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HIVAC UNITS AS SHOWN ON PLANS: 0 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS o OF ALL HARDWARE BEFORE INSTALLATION: - 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCS1.1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. - 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS - ABOVE THE GARAGE. a, ►,itrirri 11`. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR TD'S THIS OUT HAS BEEN o PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THI OJECT. �'r1 6o°'O1O1j•`•;�p �'`so ¢ a N OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRI ` .O o �® QC rr ® L6 0°0 VQ CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUS JDP 0 pi : z z DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW 16.00Q AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE it " C J ® PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS 0.8 V aS SHOP DRAWS ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR � D TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS "�®�' ,°.'+�'°��j •` NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF _j_ 0 CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS lAeR�1>fAi 1`e u - LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD: 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE V ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. cn o CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. coof�b � N BUILDER NOTE. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z° TRUSS MANUFACTURERS LAYOUT au o 0 - -STOP— z AND CALL THE ENGINEER OF RECORD PRIOR TO u ¢ °�ti5� 0 PLACEMENT OF ANY TRUSSES " z � C5 " c NAILING SCHEDULE: " ROOFS: a. W ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6 O.C. AT ALL SUPPORTED EDGES AND p n/ 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR L.L� TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. � Z ABLE EN G DS: aU) U _(D J , W � n ALL SHEATHING, TO BE MIN. 15/32 O.S.B. AND SHALL BE NAILED (1) ROW @ 3 O.C. W 0 cq o - M E AT TOP PLATE AND 1 ROW AT BOTTOM PLATE OF WALL 6" O.C. ALL OTHER O „ CJ 06 w z r I';Z(nJ� cg Q EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U' p m Z7 7 L Z U'�ovi0 1-- 0`d wZ EXTERIOR WALLS: W � a o o R g SEE WF10/SD4 FOR MORE INFO'. r ^ _ _ `� ";= f>7 0 1,- ww z¢`"zzE NAILS: �✓ I' I w Z 0 w LL� 0 o 0 NAILSUSED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. � � •2°- U F-: v� � ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, 9� •�•I Q � N HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE W vJ z N Z 00 0 EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR. PRESERV-ATIVELY cz''.� ,� J I_ W � TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) WQ 16d NAILS H2x8 (2)2x8 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) = Z 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/z" 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) FLOOR. FRAMING NOTES 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.' 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT #JACKS/KINGS @ REQ'D. OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH' JACKS @ EA. END KINGS @ EA. END 1'-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL 1- d:= 1 V 1 4 BE IN ACCORDANCE WITH ASTM A 153. f F- APA SHEATHING NOTE: WQ 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS: FLOOR. FRAMING NOTES ul GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO.' 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. V �+ 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LL LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR Z N TRUSS DESIGN. 01.- Z Z 0 -NAILING SCHEDULE y Q FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N:O), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). p LO 0 0 o NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, � HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO C4 HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. W • • U O -=Z' W NOTES: 0 0 o Q = 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL CL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. STRUCTURAL ENG: BED - - 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND DRAFTING: ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG W STRUCT: JRH DIMENSTIONS NOT SHOWN HERE. uIc.t�� -- -- QC CHECK: CC JOB No. TM - 2151548 c> -- - ....... SCALE: AS INDICATED - q r q" / 44 r, DATE: 02/10/2016 NOTES & CONNECTOR LEGEND S4.1 z J O w w a F- T 0 Lu r NrN z O HOOKED INTO '. PROHIBITED) GRADE 40 NOT REQUIRED TO BE FILLED BAR SIZE BEND 0 LENGTH LAP SPLICE dLINTEL PER PLAN �. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE CONTRACTOR TO -SHEAR WALL AT AT CORNERS PRECAST U METAL LATH OR d SEGMENT 17/8 Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000/ 10000 SIDE VERTICALS 4 SEE WF01/SD2 FOR MORE INFO STANDARD 90 DEGREE HOOK PLAN FOR FILLED CELL INFO MIN. 1 IS RE Q1D VERIFY THE GROUT 121/2 PROVIDE LINTEL W/ 3000 WIRE SCREEN 7 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: 33/4 (2) 2X8 WOOD HEADER 151/2 30 #6 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/81073. T-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 °a ° ° ° e . Q °e' '.° .'a. IS LEVEL WITH TOP g" BE E BEARING A. END STANDARD #5 psi CONC. PER OVER COURSES MASONRY WALL W/ APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS SIMPSON HUS26 HANGER LIJ @ EA. END. W/ (6) 3/16" Ox q •. ° —°— • ." a .. �° .'a o ' ' w M 1 ll ll TYP. BOND BEA 8' x 8 x 16 K.O. LINTEL 1/2" NAILS INTO HEADER. OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO 10d STAGGERED @ 6" O.C. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 a a ° .��" °i ° . ° e ," e - — ° BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4• PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTELS STANDARD LINTEL NOTES D 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 249 4 ° ° ° ° ° FLOOR SYSTEM BEARING (MIN 3") REBAR CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE `. (SHEET METAL & PAPER FELT — PROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-113/81724-013 8F32-1 B / 8F32-06 1' 6" 2231 3069 / 3069 Al13 / Al13 8974 / 8974 10000 / 10000 1 11 4 -6 710 1423/1105 4360/1631 6036/2549 ` 8328/3470 a °. 4 e " I° e O �•�- 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. z J O w w a F- T 0 Lu r NrN z O HOOKED INTO '. PROHIBITED) GRADE 40 NOT REQUIRED TO BE FILLED BAR SIZE BEND 0 LENGTH LAP SPLICE dLINTEL PER PLAN �. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. "" A ° . - -SHEAR WALL AT OPENINGTYPI TRANSOM OPENING 11('. d SEGMENT 17/8 Q 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000/ 10000 SIDE VERTICALS 4 SEE WF01/SD2 FOR MORE INFO STANDARD 90 DEGREE HOOK PLAN FOR FILLED CELL INFO MIN. 1 IS RE Q1D �� ALL STANDARD LINTELS TO HAVE MIN. 4 BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 121/2 24 #5 ON EITHER SIDE U.N.O. 7 113/4 25 33/4 (2) 2X8 WOOD HEADER 151/2 30 #6 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/81073. T-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 °a ° ° ° e . Q °e' '.° .'a. #7 g" BE E BEARING A. END FIRST PLY 2X8 TO 16 1/2 35 MASONRY WALL W/ 913/16 DOOR OPENING f SIMPSON HUS26 HANGER t @ EA. END. W/ (6) 3/16" Ox q •. ° —°— • ." a .. �° .'a o ' ' w M 1 ll ll TYP. BOND BEA 8' x 8 x 16 K.O. LINTEL 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY WJ 10d STAGGERED @ 6" O.C. 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 a a ° .��" °i ° . ° e ," e - — ° BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4• LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 249 4 ° ° ° ° ° REBAR INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 1 11 4 -6 710 1423/1105 4360/1631 6036/2549 ` 8328/3470 a °. 4 e " I° e O �•�- ENGINEERING LETTER. IF A SMALLER LINTEL IS INS AL D CONTACT EOR FOR APPROVAL. E LI INSTALLED R z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 4. Q z 5. {*} ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 N CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z w ADEQUATE FOR THE LOADS. 8'-011 354 726/699 1843/1625 3486/2255 6205/2885 9-2" ' 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 ° a ° 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS (� 10'-0" 292 -567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY J� (,, .. 1 -aa.= WITH DOW/ O R SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS WIN D O A REQID. cv LLI 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 11'-2" 255 471 / 352 1075 / 1075 1838' / 1567 2883 / 2003 ROUGH OPENING PER PLAN I ol ° — — 4 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL - „ 12 0 239 418 / 297 1075 / 1045 1838 / 1446 2$83 / 1848 a a e , „ STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS ,... .- a #5 DIA. REBAR 12,-8„ 0 369 / 261 ' 1002 / 9$4 1697 / 1361 ' 2630 / 1738 13'-4” 0 328/0 1234/0 1779/0 2662/0 14'-0 0 ; 292/0 1160/0 1660/0 2439/0 161-0" 0: 284/0 950/0 1379/0 1997/0 --------- 18'-0" 0 211/0 750/0 1177/0 16760 / MATERIALS A --- 181-8110 142 / 0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. W • ' ° ..� 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fcPRESTRESSED LINTELS= 6000 psi.1 1 20-8 0 145 / 0 550 / 0 981 / 0 1376 / 0 11 1. ll SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE dLINTEL PER PLAN �. LAP SPLICE "" A ° . ° �.° -SHEAR WALL AT OPENINGTYPI TRANSOM OPENING 11('. d SEGMENT 17/8 Q !^'' 21/4 41/4 WINDOW BY BUILDER 1:. 4. SEE FOUNDATION 2 1 /2 4 SEE WF01/SD2 FOR MORE INFO 20 PLAN FOR FILLED CELL INFO MIN. 1 IS RE Q1D 55/8 121/2 24 #5 ON EITHER SIDE U.N.O. 14'-0 0 ; 292/0 1160/0 1660/0 2439/0 161-0" 0: 284/0 950/0 1379/0 1997/0 --------- 18'-0" 0 211/0 750/0 1177/0 16760 / MATERIALS A --- 181-8110 142 / 0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. W • ' ° ..� 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fcPRESTRESSED LINTELS= 6000 psi.1 1 20-8 0 145 / 0 550 / 0 981 / 0 1376 / 0 11 1. ll TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE dLINTEL PER PLAN LENGTH LAP SPLICE "" A ° . NO -SHEAR WALL AT OPENINGTYPI TRANSOM OPENING 11('. AL SHEAR WALL SEGMENT 17/8 � RAME INFILL AROU~N•I� !^'' 21/4 41/4 WINDOW BY BUILDER 1:. 4. SEE FOUNDATION 2 1 /2 4 SEE WF01/SD2 FOR MORE INFO TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE dLINTEL PER PLAN LENGTH LAP SPLICE "" A "B" lfcll ,7-/ °.' ; '° TRANSOM OPENING 11('. #3 17/8 � RAME INFILL AROU~N•I� !^'' 21/4 41/4 WINDOW BY BUILDER 18 SEE FOUNDATION 2 1 /2 " SEE WF01/SD2 FOR MORE INFO 20 PLAN FOR FILLED CELL INFO MIN. 1 IS RE Q1D 55/8 121/2 24 #5 ON EITHER SIDE U.N.O. 7 113/4 25 33/4 (2) 2X8 WOOD HEADER 151/2 30 #6 33/4 81/16 14 30 --- ------ 81/16 181/2 TURNED SIDEWAYS. #7 43/8 FIRST PLY 2X8 TO 16 1/2 35 MASONRY WALL W/ 913/16 DOOR OPENING f SIMPSON HUS26 HANGER t @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 10d X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY WJ 10d STAGGERED @ 6" O.C. LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 0 Q0_ w H E H GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "" A "B" lfcll ,7-/ "" D "All "B" 11('. "ID""ID"11 #3 17/8 41/4 15 21/4 41/4 91/4 /4 18 #4 2 1 /2 55/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 ° a G . a e. LAP SPLICE L 41DI088REBAR SPLICE DETAIL ' SCALE: 3/4" = 1'-0" STANDARD 90° HOOK 1 STANDARD 180° HOOK Y2 #3=2 #4=2Y2' #5=2Y2 #6 = 3" #7=3Y2 8" x 8" x 16 CMU U.N.O. 22'-8" 0 1 110/0 1 450/0 1 824/0 1147/0 3, GROUTED PER ASTM C476 fg = 3000 psl W/ MAXIMUM 3/8 AGGREGATE A TO 11 SLUMP. uj 04 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA CO SIVE INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22 -16/8R22 -DB STRENGTH = 1900 PSI. °� i *4j�' //, a o BEAM w/ (1) 45 BAR W/ 3000 psi CONC. SEE 21411 1694 /1694 3725 / 3280 5499 / 5421 U. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE „ �® !"`•••00J.�j ~®rte , - N MD08/S5 FOR LAP INFO. 1 1. .�'Y® � w 2 -8 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. PROVIDE CLEAN OUT OPENING @ GROUT �� , �•• w o 3'-0" 1230/ 1230 2769 / 2769 4085 / 4085 Nol �' '�a T-4" 1081 / 920 2769 / 1716 4085 / 2839 ��j " Z Z FILLED CELL AND REBAR (TYP). MORTAR LINTEL DESIGNATION SCHEDULE ,� ��" ""'e•• -t ' < U sy JOINTS SHOULD NOT BE CUT 4'4" 846./833 2121/1716 3127/2839 g S a Q Q 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / SEE FOUNDATION FOR FOOTING 6'_4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R RECESSED ~;,r v ��.'" Q T-411 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 0.0.0• �• J p 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1 B/1 T BOTTOM OF LINTEL CAVITY P• ae^ _j8F16-1B/1T A y�A�lN1a�� 0 8F8-1B/1T—QUANTITY OF #5 REBAR AT TOP° 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32"' DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8RF14-1B/1T NOMINAL HEIGHT 9'-6" 201-811 0 8F16-1B/1T NOMINAL WIDTH O -- TYPE DESIGNATION • OO 0 8RF14-OB/1T n p Jlyl cl) %O 8F16-OB/1T 1-1/2 CLEAR r� ^ U it ��J o �..- • �/ T 0 8F20-1B/1T -j0� Z OD �_ UO H L #5 REBAR AT TOP MIN. (1) REQ'D a 2 O 0 81720- OB/1T a a C.M.U. • 0 8RF22-1B/1TU z � z O ° ° GROUT O ��0�� . #5 REBAR AT BOTTOM OF LINTEL Cs 0 8F24-1B/1T - o z 0 CD CAVITY • 11 12-12 LBOTTOM REINFORCING PROVIDED o O�� O 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) O 81724-0B/1 T 8 NOMINAL WIDTH M Q O N 8RF30-1B/1T FILLED. .. P iJ _ 81732-16/1T 1-1/2 CLEAR � M O R 8RF30-OB/1T _j O ¢ — 7#5 REBAR AT TOP MIN. (1) REQ'D Z 8F32 -OB/1T U _j9 0 w Z C.M.U. a U) U O 8F38 -1B/1T g L11 _j o Oc Q N Z Z 6 w z-rMn 8 .,q 81712 -16/1T r. _ <z L,0 v 8F40 -0B/1T ��--- BOTTOM REINFORCING PROVIDED J Z 5 0 o v, � = O N F 7-5/8" ACTUAL IN LINTEL (VARIES) ^^ H�� I z� C M O w 8F8 -oB/1T 8 NOMINAL WIDTH L.L J U) z E o c°� O Q 0oU)-- �t W O �-F_wUj o F UNFILLED z e in F- z E O� 0 Z¢¢ zo W o 1 � 0 T §O 2 I 0¢ M F SAFE LOAD TABLE NOTES F— ►- O Q, LX 04 N J LuZ LL, V N <1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Z O _ LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESSTHAN 6-1/2". SAFE LOADS FOR ALLJ O d RECESSED LINTELS BASED ON 4" NOMINAL BEARING. ~ J OF 2. 0 = NOT RATED. f— i0 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. w 00 T.O.M. T.O.M.W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR -- ~ $'-0" 12_-0"r 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. DO 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY: S5 2 : 7, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY O9 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF N ti- SUPPORT. Lj D 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. x ( d 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 4 31_411 F— O Q V 11 OE_ LL MIN. 61-4" Z N 0 Z 0 I- 1 61-011 O 0 0.OC ~W co �d O LO O 04 U ca 0 Z LINTEL PLAN 5 C o 0 0 Q0_ w H E H STRUCTURAL ENG: BED -- DRAFTING: -STRUCT: JRH QC CHECK CC JOB No. TM - 2151548 n�R+ SCALE: AR INflf(.ATF=n (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL -- SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN 00 (2) #5 BARS CONT. W/ 3" COVER TYP. 3`COVER'' CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-411 WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER CONC, SLAB PER FOUNDATION PLAN (2) #5 BARS CONT. -�( W/ 3" COVER' TYP: WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS filll=0 FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" 411 GARAGE TOP VIEW CORNER CONC. SLAB PER —7 / FOUNDATION PLAN 411 v. 'T1T=rTi� (1) #5 FROM FTG. TO — IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LL] TIE BEAM SPLICE TO e 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID REQ'D BELOW MIN 4" MASONRY WALL ° w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN �' ¢ FOUNDATION PLAN COVER TYP. 1-1/2"COVER TYP. CONC. SLAB PER _.. ... ... .__ U) > FOUNDATION PLAN 2 1/4" CONC. SLAB PER CONCRETE SLAB PER w `•11 z CONCRETE SLAB PER w FOUNDATION PLAN FOUNDATION PLAN > z g FOUNDATION PLAN w 10 z 2x PT SILL PLATE 2x P.T. SILL PLATE VARIES a.. w ° a Wa CL SEE PLAN ° ° w m d° a , . ° °: q; e.. } . 11 e , ,. +q IL Q : 4 / 4. z . d-;. a .• GRADE _-4q 0 w ' ° ° d —III—I I ° • ` :.• —IyI I-1 I I—I 1— - - Z ^.. q' 45 O. e a ° a _ a d 1. 1--1 I-1 1- pp '— o .. ,•. �." "III '- _ _ o e, _ -1 I I—III—� I L_I I h _ _ _ a w z — a _ ___ -1 w ¢ d— III=11 p"_ 411 _ I III_ _ _ _ --IIIA-III; _ __ I�� i — 4°q Ll_ i-- T_ I —- -- ¢ p � I ._ _._.. -- L�.._ 11— I I i ------I I---- I; —1 I M > —III=1 I I I - = - _ —� —1 — — 1- I I ISI I I III -1 i I � _ I I: I I 1111 I I I I — I I 1 I I I I I I I I I 111 I I I 1 1 1 l I LLI — 16.. 811 811 0 (2) #5 BARS CONT. I4'�& CLEAN COMPACTED w 11_._... > OVER TYP.oW/ 3 C ER T E 1 CLEAN COMPACTED—CLEAN COMPACTED .FILL @ 95 /o S ANDARD CLEAN COMPACT D p (2) #5 BARS CONT. w/ 3 1. 1. o (2) #5 BARS CONT. w/ 3" 0 DENSITY PILL @ 95% STANDARD U - COVER TYP.' AT 8 8 FILL @ 95 /o STANDARD COVER TYP.' AT FILL @ 95% STANDARD 1.4 DENSITY co 1 DENSITY DENSITY. (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 2 -STORY COND, (3) #'5 COVER TYP.; AT CLEAN 'COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY BE 20" WIDE � FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN AFO'�DOUBLE STEP FOOTING AF0 BEARING SLAB STEP DOWN AFO'kFOOTING AT INTERIOR BEARINuj 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"-1' 0" ®�"e•.••,�J °r. a 0 r!I •°r• s®• N �. � o (� s � • 0 Qs :" w o VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D V i •"•:.� A STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS �• 5- U w �v®:� Q a4 d° MASONRY WALL �i °•eCI i,•."�� 000 Q MIN. 24" BEFORE"� SEE PLAN J O CONC. SLAB PER ANOTHER STEP CONC. SLAB PER 1 #5 FROM FTG._TO/pppl'll 'S LL ° 4 q SLOPETIE BEAM MIN. n+®/ e 11 11 ( ) I F 8 x12 THICKENED HER S �. ( ) FOUNDATION PLAN SLAB w/ 1 #5 CONT. #5 CONT. •;. PER MFG FOUNDATION PLAN I] SPLICE GROUT CELL w/ 3 COVER TYP. P �4 D R PLA REINFORCEMENT SEE a, SOLI PER NS p' A GRADE w a4 4 q FOUNDATION PLAN ° FOR — — — a• , . 4 — — ° ' moi, ° •r , rr W O O c 40 11 co — - - R r. a m THRESHOLD PER MFG a ea yj a I 4' ,r #5 x 25 x 25_CORNER m ° q"4', a O 1y. r> _.d, 4 ; : —I e ' 4 ; BAR, ONE FOR EA. m — — - - a r — N =1 I I III I I — 11— w ; 11— _ _ _ _ _ < . d' _ ' q HORIZONTAL U —14� °. a _--1 `- c.' C� sx• � Q —1 I I III I (—I I i I — I I- 4 ° _I I_—i q �Q CONC. SLAB PER w X11-1 I ,--:' r A. .�°, . e. a °.', —_ ° .d REBAR,TYP. U.N.O. I I — — ' — a '. a ° FOUNDATION PLAN I —I — _ -- — - —I I_I I I--III—� I-1 _ _ 4 Q O z M CrJ I—III ..I I I1 II I I1 I I II q I I I 1-11 _r>o I- a d {2) #5 BARS CONT. L _ _ — 2 #5 CONT. w/ 3" ° 4 .4 y; SLOPE W/ 3" COVER TYP.; @ 11^411 Z it w —1 I I I I I__ I I I_I I O d. I lu _ _ - •. 2 -STORY CONDITION O 11 11 ti - (2) #5 CONT. w/ 3'I I I 16 MIN. I I -COVER TYP. III II,,,,I tib, tf III _ — PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20 H tis 0 •.. o in COVER TYP. -� I I—III—III—III—I (2) #5 BENT BARS w/ 11 WIDE FOOTING .. OR GRADE 1/4 PER Z CLEAN COMPACTED MIN, 25" LAP SPLICE FOOT AWAY FROM CLEAN COMPACTED FILL @ 95% STANDARD BUILDING FILL @ 95% STANDARD p j p' DENSITY DENSITY F—i ELASTOMERIC JOINT M FILLER Q W F08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR SEARING WITH CMU 3/411_1 ;-011 3/4"=1'-0" 3/4"=1'-011. 3/4"=1'-0" 3/4"=1'-0" - z FILLED CELL PER PLAN WOOD POST PER PLAN O'• FOR SIZE AND BASE CONNECTION zo 0 J o h TOP COURSE TO BE ..q �S PZ 15 , � co 8 01 CHAIR BLOCKS. � - . LD 6 c ENTIRE BASE TO BE Z _ Z O ~ ° o °0 w (o FILLED SOLID AV-*& I- U) ? c J m Fr t' R ti o GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE OR PAVERS —_ - _ -- CLEAN COMPACTED FILL .... DEN @ 95% % STANDARD 8 3" COVER TYP. 8" x 8" THICKENED EDGE W/ (1) #5 CONT. THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" 811CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING M :GRADE PIPE 4 PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE - == FOOTING PER PLAN _III-=III=III- CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=11-011 dq d, W Aa d w ; j.z d�I ENTIRE COLUMN TO a BE GROUT FILLED w Lu U.N.O. U) �d I d Mf PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL f c (1) #5 VERTICAL IN f GROUT FILLED CELL (IF O2x REQ'D PER PLAN) t LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT i ROOF SHEATHING FOR STRAP CO NOTE: SEE MD08 ON LINTEL PLAN FOR . MIN. 1 4" EMBED. FOR ADDIT'L REBAR INFO W D011 VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL --- SEE PLAN 2x8 W/ (2) 16d TOE -- NAILS EA. END 2x SPF CONT. --- BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET GARAGE BUCK DETAIL 1/2"=V-0" 1\ / NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 flo ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REC 2x BLOCKING MIN 2x4 STUD" O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. ENC ON BASE PLAT TOP KNOCK O COURSE W/ (1; CONT. 3/4"=1'-0" 2x6x12 P.T. CENTER BUCK 3/8" DIA. ANCHOR CENTERED GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 3/8" DIA. J -BOLT W/ 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 1-1/2" x 3/16" THICK WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ.SPACED -24" O.C.) 1/2"= 1 1-01, 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 ARCH PER ELEV 7/16" O.S.B. EA. SIDE 2x BLK'G, TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD KNEEWALL ABOVE MASONRY WALL DORMER FRAMING DETAIL SEE PLAN FOI FRAMING INF( THREADED RO PLAN / BEARINi SCHEDULE. ON REQUIRED WHI INDICATED ON SCHEDULE. MII FROM END OF' MASONRY WAL BLOCKING PE WALL SCHEDI BASE PLATE CONNECTION WALL SCHEDI PT BASE PLA', 3000 psi CONIC. w/(1) #5 (2) 2x PT BUCKS w/ 1/2 REBAR CONT. O,S.B. BETWEEN STD HOOK IF DBL. NAILER IS 2x P.T. STUD USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING ATTACHMENT REQUIREMENTS 0 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED Z" FASTEN PT 2x NAILER TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN p_ THIS CASE. I 0� 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2xV 11' 1, TITEN HD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF 10d x 3 NAILS STAGGERED @1Z I" (/) O2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F O ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END . MIN. 1 4" EMBED. FOR O.C. @ EACH SUCCESSIVE BUCK W BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW J F O 2x PLATES OVER ROOF DECK PER VALLEY C FRAMING DETAIL ODOUBLE HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME D RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON J STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN ROOF TRUSSES PER PLAN OR CURVED I FOR SOLID (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 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. .."EMBED. TBD BY BUILDER (FASTENING) ARE MET BLK" MAX. 6" FROM " 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) TOP &BOTTOM OR a" x ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S 4" TITENS w/ WASHERS SPECS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. Lu of BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAILLu e,►a+iAi,,/, 3/4"=1'-0" 1/2"=1'-0" ��/� �'"i, SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL LL •"'o•Ei� W o ,. SEE TYPICAL HEADER SHEATHING C9 z z 'RAMING DETAILS FOR TYP. TRUSS TO FRAME y �DDITONAL TYP. TRUSS TO FRAME CONNECTION PER Aj TYP. TRUSS TO FRAME ` �` .. U CONNECTION PER STD. CONNECTOR CONNECTION PER a a� ® (j ze cn 5 Q NFORMATION STD. CONNECTOR NOTES Vo Lu STD. CONNECTOR • ° • p HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES ��'® °••®�®� 'y�+`G��* ' Q EITHER UPSET OR ® V EDGE AS REQ'D FRAME OUT TO BLOCK J )OWNSET P/ P a"e4 FRAME OUT TO BLOCK --� u. EDGE P `� �RII�A�° EDGE AS REQ'D !x W/ (2) 16d TOE NAILS EACH END w. 1/2" x 8" ANCHOR BOLT I (2) 2x TOP PLATE rr 3) 16d COMMON () x (2) 2x PLATE ll`a,X ( D @ 32" (2) 2x #2 SYP SEE PLAN � V 22TOP PLATE I (2) 2x #2 SYP SEE PLAN OR TITEN H „ FROM EACH � FOR BEAM SIZE (ONLY o O.C. & 6 JAILS (TYP.) ( FOR BEAM SIZE END IF OPENING PROVIDED w +0 PER PLAN) O b ch MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE o f Olyl� N WALL WITH STUDS WALL WITH STUDSMIN! "'i' @ I @ � I WALL w/ STUDS SPF #2 KNEE c.� U i,�', ��J o 16" O.C. W/ 2 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM @ x4 SPF CONT. 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AT BASE ARE REQ'D 0 AT BASE ARE RADIUS AS REQ'D REQUIRED a Qm fiFO' KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM fiFO KNEEWALL OVER MASONRY WALL 3/4"=V-0" 3/4"=1'-0" 3/4"=1'-011 NAIL SCAB TO TOP IF A/C IS SUSPENDED V J CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING J z NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING s (D ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCHEDULE (n V ATTACHMENTS SCAB IN EACH TRUSS 12 � W c 0)- N SUPPLIED BY A/C w z Lu o IF NO WEB IS PRESENT SEE (3) 10d NAILS TYPICAL COMPANY PLAN " " STANDARD TRUSS W Q `Z AT EACH TRUSS --'`` --�"" TOP CHORD VARIESQ z U A n TRUSS WEBS NOT J U)� z a w Z 'o 2x4 'X' BRACE ACROSS ✓ SHOWN FOR CLARITY < j o 0 0 � g o PRE-ENG.TRUSS PER LENGTH OF — � � z � � � z 2x4 #2 SYP CROSS u 0. O Q o N 0 SHEARWALL r-- — — — — — o PLAN, 24" O.C. MAX U 'u- vi 0 a NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN BRACING (AT 45) W/ ROOFING MATERIAL r W - � TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS Q w N CHORD WITH (3) 10d o H w ,U N a NAILS RUNS. TYP EACH SIDE v W (2) BAYS PAST A/C Z O � A/C UNIT AND PAN. � SEE FRAMING PLAN � J 2x4 BLOCKING LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION � O h LAP W/ (2) 16d NAILS 10MAX 48" MAX 48" CONDENSATE INFO BETWEEN TRUSSES TO EACH TRUSS, TYP I DISPOSAL BY A/C `, J TOENAILED TOSEE ELEVATION DOUBLE TOP PLATE w! EACH SIDE SUPPLIER c -TOP OF MASONRY ll.l 10d NAILS@ 4" O.C. CONNECTION TO BE Lsy w �— — — — — -- — -- r SUPPLIED BY A/C c5 = TRUSS PER PLAN STANDARD TRUSS — — — — — — COMPANY SEE ARCH PLANS FOR W — —` BOTTOM CHORD OVERHANG INFO S DOUBLE TOP PLATE BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP FRAMED WALL PER BLOCKING W/ SIMPSON RE. ELEV. PLAN A34 OR LUS24=2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM Wt (1) #5 CONT. PERP: SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES _ GROUT SOLID o 3/4"=V-0" 3/4"=1'-0" w011 PRE -MANUFACTURED FLUE PER MANUF. EoLL CHIMNEY CAP SPECS W/ 2" MIN. CLEAR BETWEEN FLUE WINDOW PER Z N TOP OF CHIMNEY MIN. --�� & FRAME FLOOR PLAN Z 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE GALVANIZED FLASHING Z Z Z J NEAREST ROOFEXT. SHEATHING PRECAST CONC. OR (n < (1) SPH4 EVERY ATTACHED PER POWERS STEEL SILL � � 1 OTHER STUD TO If 11 1NAILING SCHED. TYP. @ALL WINDOWS Lo 0 DOUBLE TOP PLATE a O Lo O 2x4 VERTICAL @ 24" 2x4 FRAMED CRICKET EXT FO I INISH PER PLAN CV W/ GALVANIZED �- (� .. m � O.C. MAX. w/ (4) 10d � NAILS TO BOTTOM * FLASHING O O Z ..� CHORD & (3) 10d NAILS + LU �I ; J Q 0 TO TOP CHORD; NOTE . ''� MAIN FLOOR O Q Q IF WALL HEIGHT IS k S1 — (4) 16d COMMONS ELEV 0'-0" H 2 P BETWEEN 4FT & 8FT, * * NAILED @EACH END USE 2x6 SYP #2 STUDS CONC. SLAB - #. `. + VERT REINF. BEYOND SEE FOUNDATION _ GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO = j STRUCTURAL ENG: BED 16d COMMONS END DRAFTING: * + NAILED TO VERTICAL I! 2x4 BLOCKING W/ (2) * - — 16d COMMONS END 2x4's �= MASONRY WAL it��-STRUCT: JRH NAILED TO VERTICAL �- PLAN QC CHECK: CC SEE FOUNDATIONJOB No TM -2151548 + + DETAILS FOR FTG INFO �' --- ---_ -- ;.r.,�,4t;� SCALE: AS INDICATED TRUSS PER PLAN 7t 1 6 q 5 1 4 DATE: 02/10/2016 MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @. 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN 1 V-0" O2x STUDS @ 16" O.C. FOR KNEE WALL LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F O ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 4I, O TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW J F O 2x PLATES OVER ROOF DECK PER VALLEY C FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON J STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 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. J SIMPSON F, — DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON I DIAGONAL PLATE FRAME WALL CONNECTION WHERE O.H. IS > V-0" DROP CONTRACTOR TO FIELD VERIFY WHICH W NO BRACE REQUIRED 4'-8" < H!6 7'-0" (1) 2x4 BRACE CONDITION IS REQUIRED. CONTACT EOR (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < Ht14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" FOR ADDITIONAL INFO AS REQ'D W SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d ~ N 10d COMMON NAILS FASTEN TO DIAG. w/(2) BRACE TO PLATE TRUSS BOT. CHORD 1/2" J CONNECTIONS MAY ALSO BE MASONRY ) STRONGBACK IF REQ'D U ii 0:1111 p'll O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NOTE: ALL GABLE NAILS @ EA. END. STRQNGBACKTQ***NOTE: DIAGONAL -BOLTS w/ WASHERS (MIN. 7" THAN 8' DO NOT REQUIRE BRACING*** 16d NAILS. ° CLG. NAILING SURFACE PER CHART • • 01 BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ z II�u. o 1S 2ND 2x4 BRACE IF x REQ'D, SEE CHART • • EACH END AND 32" O.C. 24" O.C. FOR FALSE BM SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6 O.C. CONNECT TO DROP GABLE WITH SYP#2 OR BETTER EA.DIAG. AS SHOWN. SHEATHING PER PLAN 2x4'S@ 24" O.C. MAX. ATTACHMENT w/ (3) 10d GABLE BRACING @ 48"F z z TO BE CONT. @THE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF GABLE END Lo z TOENAILS EA. END 0 J O.C. NOT REG'D 6' PROVIDE 16d NAILS — TRANSITION FROM A SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. SHEATHING FASTEN GABLE END TRUSS TO¢ a FROM EAVES 2x TOP PLATE TO GEO GABLE END BRACING D "- - PLT.@12" O.C. MAX. ". ♦4 � U GABLE END W/ 16d �I WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR m NAILS @ 6" O.C. SHEATHING FASTEN FASTEN TO DIAG.w/(2) TRUSS SPLICE AS REQ'D o O FRAMING FOR FALSE L @ 6" O.C. O.H. SIZE CMU WALL OR LINTEL -------___.a:.. 45' BEAM, IF REQ'D w/ (3) PER PLAN. 16d NAILS. BELOWHGA10KT @ 32 O.C. 10d NAILS @ EA. TRUSS \ BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ CONT. 2x4 #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D IMPSON H10A DIAG.®®®1111111//11 T OCKINGIle WHERE O.H. IS > V-0", DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48" O.C. TO 3RD OUTLOOKERS @ 24" z FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE CHART WITH (3) 12d TOENAILS. � TO BLOCKING � GABLE BRACING O CONNECT TO DROP — w EXT. SHEATHING; SEE CHART GABLE WITH H2.5 CLIP. C) ATTACH PER PLAN MAX 2'-0" O.H. 104 T FRAME WALL CONNECTION CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-O") w/ (2) 16d END NAILS EA. END RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ'D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING L9\ FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" Lu 0- o- 1/2"=1'-0" 2'-0" MAX. 1'-9" MAX. H CONTRACTOR TO FIELD VERIFY WHICH PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. NO BRACE REQUIRED 4'-8" < H!6 7'-0" (1) 2x4 BRACE CONDITION IS REQUIRED. CONTACT EOR (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < Ht14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" FOR ADDITIONAL INFO AS REQ'D W (FRAME WALL SHOWN; SIMPSON A23 @ EACH A35 DIAGONAL TOIV a I N 10d COMMON NAILS FASTEN TO DIAG. w/(2) BRACE TO PLATE TRUSS BOT. CHORD 1/2" J CONNECTIONS MAY ALSO BE MASONRY ) STRONGBACK IF REQ'D U ii 0:1111 p'll PT 2x8 PLT., CANT. FOR 31 HOLD - L CONT. 2x4 0 STRQNGBACKTQ***NOTE: DIAGONAL -BOLTS w/ WASHERS (MIN. 7" THAN 8' DO NOT REQUIRE BRACING*** 16d NAILS. ° CLG. NAILING SURFACE PER CHART • • 01 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ z II�u. o 1S 2ND 2x4 BRACE IF x REQ'D, SEE CHART • • EACH END AND 32" O.C. 24" O.C. FOR FALSE BM (5) 16d NAILS BRACE O ddu',I, II,,I G� G��S1 w 2x4'S@ 24" O.C. MAX. ATTACHMENT w/ (3) 10d GABLE BRACING @ 48"F z z A -A GABLE VERTICAL BRACING TO BLOCKING GABLE END Lo z TOENAILS EA. END 0 J O.C. NOT REG'D 6' PROVIDE 16d NAILS — A A PROVIDE 2x4 BRACE SHEATHING FASTEN GABLE END TRUSS TO¢ a FROM EAVES 2x TOP PLATE TO GEO GABLE END BRACING D "- TO EA. ADJ. DIAG. PLT.@12" O.C. MAX. ". ♦4 � U GABLE END W/ 16d �I W m NAILS @ 6" O.C. SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D o O FRAMING FOR FALSE L CMU WALL OR LINTEL -------___.a:.. 45' BEAM, IF REQ'D w/ (3) PER PLAN. 16d NAILS. BELOWHGA10KT @ 32 O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP 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*** GEO GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-O") w/ (2) 16d END NAILS EA. END RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ'D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE - PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING L9\ FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" Lu 0- o- 1/2"=1'-0" 2'-0" MAX. 1'-9" MAX. GABLE BRACING CHART H GABLE BRACING + PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. NO BRACE REQUIRED 4'-8" < H!6 7'-0" (1) 2x4 BRACE 7'-0" < HA 914" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < Ht14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" = 02 W (FRAME WALL SHOWN; ^ a I N 10d COMMON NAILS FASTEN TO DIAG. w/(2) CONNECTIONS MAY ALSO BE MASONRY ) STRONGBACK IF REQ'D U ii 0:1111 p'll r o - L CONT. 2x4 0 STRQNGBACKTQ***NOTE: DIAGONAL GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 16d NAILS. ° Z 0 PER CHART • • z II�u. o 1S 2ND 2x4 BRACE IF x REQ'D, SEE CHART • • (5) 16d NAILS BRACE O ddu',I, II,,I G� G��S1 U 2x4'S@ 24" O.C. o GABLE BRACING @ 48"F z A -A GABLE VERTICAL BRACING TO BLOCKING GABLE END Lo 0 10d COMMON NAILS @F O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE SHEATHING FASTEN a FROM EAVES m GEO GABLE END BRACING GABLE END TO EA. ADJ. DIAG. PER PLAN W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D o 45' PER PLAN. 16d NAILS. IMPSON H10A DIAG.®®®1111111//11 T OCKINGIle '��dd LU C) to GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H!6 7'-0" (1) 2x4 BRACE 7'-0" < HA 914" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < Ht14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE Z Z ,..,1 GABLE BRACING @ 48" PROVIDE 2x BLOCKING*� Q •, . "� • U SEE GABLE O.C. MAX. 45° FROM FOR NAILING 0� CONNECTION DETAIL M 1'w., V• ,� FOR REQ'D HORIZONTAL (+/- 10-) � CONNECTIONS s, •®, � •' ®; � BRACE NOT REQUIRED ',. _ ®®; ®�• �cJ a Q ® .. 6' FROM EAVES. TRUSS PER PLAN ' ``,e* 0 SEE PLAN FOR®A%A'1111�A�.� �S u- 2x4 ATTACHED TO EA. SUPPORT AND TIE GABLE 2x4 BRACE WITH DOWN OF JACK (2) 10d NAILS TRUSSES � l PROVIDE BLOCKING V, BETWEEN TRUSS BAYS �-- 2x4 BRACE IF REQ'D @ 48' O.C. FOR FIRST 3 BAYS SEE GABLE CONNECTION DETAIL WALL PER PLAN }. U M SEE CHART. FOR REQ'D (FRAME WALL SHOWN; ^ a I N 10d COMMON NAILS 1 A23 FROM O \ CONNECTIONS MAY ALSO BE MASONRY ) v U ii 0:1111 p'll r o @6..O.C. STRQNGBACKTQ***NOTE: DIAGONAL GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � ° Z 0 `------- — GABLE VERTICAL • • z II�u. o 1S 2ND 2x4 BRACE IF x REQ'D, SEE CHART • • O ddu',I, II,,I G� G��S1 U -- o z A -A GABLE VERTICAL BRACING 2x6 0 0 10d COMMON NAILS @F -i 8" O.C. a Q m GEO GABLE END BRACING rGEO3 GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" PROVIDE 2x BLOCKING (2) 2x TOP PLATE FOR NAILING 2x4 BLOCKING (2) 12d vJ Z (2)16d NAILS PLT. TO SEE GE01/SD3 FOR 8d NAILS @ 4 O.C. NAILS, TOENAILED @ (D � STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING o U) J PER PLAN OUTLOOKER OR CONV. FRAME OR W o v (TYP.) (END NAIL PLTS. 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U W FROM TOP OF WALL I DOOR AS REQ'D C Z Z D U LSTA18 HEADER TO w TO BOTTOM I I COMMON TRUSS STUDS TYP. BASE w W CONNECTION 2x8 #2 SPF STUDS AT I ( nn SHEATHING PER PLAN 16" O.C. I W V SH x 8" J -BOLT 32" a DTC CLIP, (2) 8d NAILS I I 32'0 C GABLE TRUSS @ MASONRY WALL OR 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF W O.C. AND 6" FROM EA. ' INTO BLOCKING, (2) I _ END w/ NUT &WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ;. PLATE W/ 1/2" x 8" I EA. SIDE OF HEADER WOOD WALL TRUSS c5 LINTEL SEE PLAN Q" MSTAM-24 TYP. EA. IN CMU. OR SIMPSON ANCHOR BOLT OR ° � �� (CENTERED w/in TOP LOCATIONS USE ,. UPLIFT CONNECTOR TITEN HD @ 32 O.C. & I SIDE OF EA. STUD. META16 ( PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) S CENTERED BETWEEN 6" FROM EACH END I STUDS) w/ MIN 7" 32" O.C. MASONRY WALL FRAME AND CMU SEE I EMBED. INTO SLAB SHOWN SEE PLAN WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU I I ONLY REQ'D @BRIG FOR WOOD OR FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY j I rO GABLE END AT VALLEY FRAMING c 3/4"=1'-0" II 11 o 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d HEADER STUDS PER Ll V I I E+ Q HEADER SCHEDULE " r 2x6 COLLAR TIE HALF (4) 8d NAILS TO TOP INTO BLOCKING, U.N.O. ON PLANS N WAY UP HEIGHT OF (4) 8d � Z PLATE I c5 h VALLEY. FASTEN w/ (5) I Z ~ 0 10d COMMON NAILS@ I I 0 Z J EACH END (TYP.)ATTACH JAMB STUDS V) Q " TRUSS PER PLAN 0'C'4pF 0,,? I PER'WF08/SD4 ~ W 1 2x6 RAFTER TO 2x8 TRUSS PER PLAN N�A I in Y RIDGE BOARD W/ A35G' ON (1) SIDE OF Opp RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS O RAFTER TO OPP SIDE INTO BLOCKING, (2) 1 04 (AS SHOWN) 3/16" x 2 3/4"'TAPCONS F- � J m IN CMU. OR SIMPSON U 0 W Z 2x6 s @ 24 O.C. MAX. W J 2x4 SYP #2 BLOCKING, META16 P.T BASE PLATE' ' 0 0 FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d Q 0 = 2x6 (MIN.) PLATE THRU END NAILS @ EACH H H SHEATHING PER PLAN 0 - W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x2x WALL, SEE PLAN ATTACH W/ (2) 1 Od VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG STRUCTURAL ENG: BED DRAFTING: gU11 Li�L STRUCT: JRH - _.._ QC CHECK: CC - VALLEYTRUSSES)TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL- �0 JOB No. TM - 2151548 2x PLATE WITH SIMPSON MTS12 OR ,,, SCALE: AS INDICATED LSTA12 & (5) 8d NAILS DATE. 02/10/2016 @ EA. RAFTER TO PLT: 1 F 1 L NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. DOUBLE 10d @ 3" O.C. TOP SPLICE TYPICAL TOP PLATE SPLICE @ BRG. WALL 2x DBL TOP PLATE 2 BEYOND II I I II II II II I I II II II III-I-1----l—L-_--_---- III III II II III III II II III OPENING III II 4 II II III III II III3 II I II II III TYP. III II II II III ARouND III II II II III OPENING III II II II IIIT -T1--71— FIII II III I I I II I II I II II II III I I I II I II I II II II ------- -------- FLO --FLOOR SYSTEM - 2 ROWS 1 Od @ 3" O.C. 2x4 STUDS PER — FRAMING PLAN 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR CONDITIONS 2x8 STUDS PER FRAMING PLAN TOP SPLICE — DOUBLE 2x8 TOP PLATE 3/4"=1'-0" MIN. 15/32" EXP 1 SHEATHING INSTALLED VERTICALLY. Lu � C7 z in -i I. - LL ww0W �aU)Z= 0�w 2 0 w Hw ww w� zW U u-0 F- J w L <O Om 04 u- O c [t L WALL SHEATHING SPLICE, SEE SPLICE DETAIL. MAX 1/8" SPACE BETWEEN PANELS 2x STUDS BEYOND, SEE PLAN FOR MORE INFO w z cV) a ❑_ J U) 0u- (1 0 CUT TO FIT 1 2x BOTTOM PLATE OPENING SIZE, BEYOND SEE PLAN SHEATHING DIAGRAM T WN'�EXTERIOR SHEA HINGSCHEDULE SEE IPLAN PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR SPACING SEE PLAN FOR CONNECTION 2x BRG WALL, SEE — PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING ---- _= SIMPSON LSTA24 EACH STUD 3/4"=1'-0" ROOF SHEATHING, NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD EXTERIOR SHEATHING NAIL PER PLAN 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION AOV SECTION @ DOUBLE BEARING CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLF LAP BEAM PLYS AN NAIL AS SHOWN (5) NAILS PER PLY 3/4"=1'-0" PT POST PER PLAN EXT. BEAM PER PLAN DOUBLE 2x4 TOP NOTES: LLI PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 2x4s PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2" EDGE OUTSIDE (2) ,..- PER VEVIL OF 2x8 TO BLOCK OUT LAP SPLICE 48" MIN & 10d NAILS 1 EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ (2) 10d NAILS O.C. ATTACH PER NAILING PATTERN ON THIS❑ 10d x 3" (SOLID BLOCK W/ 2x6) DETAIL 10d x 3 COMMON Z w p p Z lo c9 2„ z U Q L 00, CL DIST/ DETAIL TOP PLATE TRANSITION d"�•® = W 3/8" SHEATHING PER PLAN :®2 ® • NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS " A 4j � ` � Z Z • J � Q @ 3 O.C. ROOF SHEATHING, •� � A.'� 2 NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON A' =NAIL SPACING FASTEN PER PLAN s J Q O NAILS 3" O.C. 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TO EACH TRUSS END OR @ SHEATHING SPLICE @ 4 O.C. USE (2) 1/4 TAPCONS ly ct VERTICAL MEMBER IF GABLE END TRUSS CONNECTION w/ MIN. 2 EMBED. „,I �3- BETWEEN EXTERIOR .• PER -ENG. TRUSSES `2x FASCIA „ @ U !I;ill�'I�I J o SHEATHING &' PER PLAN SC 24 0 C 0I NOTE: 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS RIEQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) — 12d NAILS @ EACH END SIMPSON LSTA30 W/ — (22) 10d NAILS (ALL z CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE --H ATTACH 2x TO BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. (2) 2x TOP PLATE 1 11 II SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP @ BEARING FRAME WALL GYPSUM WALLBOARD 2x FASCIA PER PLAN o BLOCKING � CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS u c a JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN o 2x4 PT LEDGER W/ PER PLAN U „ „ 2x4 LEDGER W/ (2) 16d Z NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER U r SCHEDULE O.C. PLAN NAILS @ 16" O.C. ?• �g�G m U KIN PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY -Z 2x4 BLOCKING FLATWISE 2 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE Ory () ..NAILS EACH END V @ PLAN (TRUSS SHOWN) o a Q SHEATHING SPLICE DETAIL CONDITION CMU WALL CONDITION FRAME WALL o M NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG R F NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE *F�l ICA C DO2 LEDGE @LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x4 #2 SPF V J Z SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. J_ MORE INFO & MORE INFO & w/ (2) 16d END NAILS o U)0 CONNECTION CONNECTION EACH END W J rn r o � `+ "" �S w 0 ui c) E 2x12 BOX HDR w/ 2x8's - ,� W U Q Z 8 TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL Z Uo o , 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF Q - O z 602-1 � c @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. J `E z E WALL TO PRECAST + + NAILING SCHEDULE & w/ (2) 16d END NAILS .J 0 0 IL m LINTEL w/ (2)ROWS OF + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z z',� ~ � z E cn E 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING N Q O 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1Od NAILS @ x x CONNECTION STAGGERED INTO TRUSS & 3 12d x x I..1. U N¢ o O EACH VERTICAL W Q w d ITOENAILS INTO OTHER SEE WALL CLIP DETAIL o W "- TRANSOM BETWEEN TRANSOM BETWEEN a z O u Z N TRUSS FOR MORE INFO ,� -� LINTELS LINTELS O LINTEL PER PLAN I I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL i W LINTEL PER PLAN F- @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. � n I I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ., � I— `,J w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER W NAILING SCHEDULE P. NAILING SCHEDULE & p z :. (4) 12d NAILS EACH 2 1/2 z w 2 1/4" z w _- -- SPACED EVENLY Z TRUSS MEMBER TRUSS MEMBER w 1 1/2" uj ,�11LDti"" PT POST PER PLAN UQ J CONV. FRAMED QC CHECK: CC O SDS SCREWS @ 16" JOB No. TM - 2151548 N 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 1 O NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL PLAN N �. w ( SCALE: AS INDICATED ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY cv >. 10 10d x 3" COMMON�- �, BUILDER BUILDER BUILDER SDS SCREWS @ 16" S01 HEADER POCKET SLIDER w/ TRANSOM @ SO2 HEADER' POCKET SLIDER w/TRANSOM @ S03 HEADER POCKET SLIDER @ SO4 HEADER POCKET SLIDER @ O.C. MAX.; a COMMUNITY SPECS - SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OVERLAP TOP PLATE 1 Od x 3" COMMON OPP. n n _ PRE-ENGINEERED u INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" U O.C. MAX.DESIGNED AT CORNER SIDE SIMPSON H3 CLIP z z Q z CD CORNER COLUMN FRAMING cz w Q Q 0 „ 1 Od x 3 OPP. SIDE NAIL BOTTOM PLATE z U I I I I I I z TO CORNER STUD PACK w/ (4) 1 Od NAILS a cn 00 10d x 3" COMMON I NCE PER OPP. SIDE cra -- TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's 2x8 s 0 C.3(2) w INSIDE PLY NAILS NAILED AT 8" O/C r2b; (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" o/c. OUTSIDE 2x's FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN rr® d"�•® = W 3/8" SHEATHING PER PLAN :®2 ® • NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS " A 4j � ` � Z Z • J � Q @ 3 O.C. ROOF SHEATHING, •� � A.'� 2 NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON A' =NAIL SPACING FASTEN PER PLAN s J Q O NAILS 3" O.C. O 01 01" SCq OV SC ROOF SHEATHING, �L`:°s 0� � •� Q @ �'I <��4iA TO ROOF SHEATHING, K'-I�� F�4�geT0 FASTEN PER PLAN ® ao®°off•°'® 5�; LLQ r O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A 1/2" SGT !iQ FASTEN PER PLAN FNCrAT �� J O COMMON NAILS @ 3" O.C. h'OF�SS h�� !/SS """ -� — o — o O A u- ® NAIL INT. W/ 8d COMMON NAILS @ 12 O.C. & NAIL ti 0,5, EDGES 6" O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d 1/2 2x4 FRAMING 24O.C.MAX. @ 2x4 #2 SYP CONT. w/ 2 COMMON NAILS @ 3" O.C. O.C. MAX, PROVIDE (4) 1'Od x 3 DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS ©PLYWOOD SPLICES HEADER - NAIL SHEATHING TO „ NAILS AT JOINT @ @ 4 O.C. PROVIDE (4)10d x3 EA. STUD OR TRUSS a HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES - NAILS AT JOINT MEMBER, TYP. (MAX. " ' TOP &BOTTOM PER PLAN 2x SCAB w/ 1 Od NAILS 24" O.C.). MASONRY; w Ion STUD 4 „ �. O �do ``' 7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE @ 4 O.C. USE (2) 1/4 TAPCONS ly ct VERTICAL MEMBER IF GABLE END TRUSS CONNECTION w/ MIN. 2 EMBED. „,I �3- BETWEEN EXTERIOR .• PER -ENG. TRUSSES `2x FASCIA „ @ U !I;ill�'I�I J o SHEATHING &' PER PLAN SC 24 0 C 0I NOTE: 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS RIEQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) — 12d NAILS @ EACH END SIMPSON LSTA30 W/ — (22) 10d NAILS (ALL z CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE --H ATTACH 2x TO BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. (2) 2x TOP PLATE 1 11 II SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP @ BEARING FRAME WALL GYPSUM WALLBOARD 2x FASCIA PER PLAN o BLOCKING � CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS u c a JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN o 2x4 PT LEDGER W/ PER PLAN U „ „ 2x4 LEDGER W/ (2) 16d Z NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER U r SCHEDULE O.C. PLAN NAILS @ 16" O.C. ?• �g�G m U KIN PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY -Z 2x4 BLOCKING FLATWISE 2 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE Ory () ..NAILS EACH END V @ PLAN (TRUSS SHOWN) o a Q SHEATHING SPLICE DETAIL CONDITION CMU WALL CONDITION FRAME WALL o M NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF TYPICAL SCAB OVERHANG R F NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE *F�l ICA C DO2 LEDGE @LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x4 #2 SPF V J Z SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. J_ MORE INFO & MORE INFO & w/ (2) 16d END NAILS o U)0 CONNECTION CONNECTION EACH END W J rn r o � `+ "" �S w 0 ui c) E 2x12 BOX HDR w/ 2x8's - ,� W U Q Z 8 TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL Z Uo o , 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF Q - O z 602-1 � c @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. J `E z E WALL TO PRECAST + + NAILING SCHEDULE & w/ (2) 16d END NAILS .J 0 0 IL m LINTEL w/ (2)ROWS OF + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z z',� ~ � z E cn E 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING N Q O 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 1Od NAILS @ x x CONNECTION STAGGERED INTO TRUSS & 3 12d x x I..1. U N¢ o O EACH VERTICAL W Q w d ITOENAILS INTO OTHER SEE WALL CLIP DETAIL o W "- TRANSOM BETWEEN TRANSOM BETWEEN a z O u Z N TRUSS FOR MORE INFO ,� -� LINTELS LINTELS O LINTEL PER PLAN I I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL i W LINTEL PER PLAN F- @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. � n I I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. ., � I— `,J w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" SHEATHING PER SHEATHING PER W NAILING SCHEDULE P. NAILING SCHEDULE & I ' "`v ""' ' "Y'"' TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. :. (4) 12d NAILS EACH (4) 12d NAILS EACH = �••• _- -- SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER (4) 10d NAILS FOR ,�11LDti"" PT POST PER PLAN VERTICALLY VERTICALLY 2x6 CONV. FRAMED QC CHECK: CC ABU POST BASE PER SDS SCREWS @ 16" JOB No. TM - 2151548 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 1 O NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL PLAN O.C. MAX.; ( SCALE: AS INDICATED ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY >. DATE: 02/10/2016 BUILDER BUILDER BUILDER BUILDER SDS SCREWS @ 16" S01 HEADER POCKET SLIDER w/ TRANSOM @ SO2 HEADER' POCKET SLIDER w/TRANSOM @ S03 HEADER POCKET SLIDER @ SO4 HEADER POCKET SLIDER @ O.C. MAX.; O COMMUNITY SPECS - SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 PLAN FOR ADDITIONAL n n _ PRE-ENGINEERED I ' "`v ""' ' "Y'"' SIMPSON H3 CLIP POST TO BEAM _- -- SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR ,�11LDti"" PT POST PER PLAN TO STUDS OR BEAM w/ (2) 1/4" X 4'/2' SIMPS.7 CONV. FRAMED QC CHECK: CC ABU POST BASE PER SDS SCREWS @ 16" JOB No. TM - 2151548 MEMBERS ONLY PLAN O.C. MAX.; ( SCALE: AS INDICATED c 5/8" THREADED ROD w/ TO GABLE END STUDS >. DATE: 02/10/2016 NUT SET IN ADHESIVE w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. L # 1 6- 5 1 4 SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED u INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX.DESIGNED SIDE VIEW @BASE OF POST SIMPSON H3 CLIP FOR SHINGLE ONLY CD CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL LJ _j W O <OZ w P 2P CL STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH ,�11LDti"" QC CHECK: CC JOB No. TM - 2151548 ( SCALE: AS INDICATED >. DATE: 02/10/2016 # 1 6- 5 1 4 C% r. A RECORD COPY #16-514 `i � -r(LtAe;,UK LA9t