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384 Red Rose Ln 16-1625 (a)GENERAL CONSTRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNE55 ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" ' OCCUPANCY AND CON5TRUCTION TYPE: TH15 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. LCT 2 THORNBROOKE 50 S CEILING CON5TRUCTION: if STANTON 2055 m ME I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES " BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD MFDTTFRRANFAN OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R. - 5TH EDITION (2014) R102.35. EXTE 10 FIN15HE5 R R 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 COSR0510N.RESISTANT MATERIAL. EXPANpEp METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH I I/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACE) 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) 8103.62 AND A5TM C 926, PER F.B.C.R. 5TH EDITION (2014) 8103.6.2.1 WEEP 5CREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RESISTANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. TUM WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. PER F.B.C.R 5TH EDITION (2014) R103b.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RE515TIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R, 5TH EDITION (2014) 8103.6.5 OR IN ACCORDANCE WITH A5TM C 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 5F. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 16 !FT. IN EITHER DIRECTION OR A LENGTH -TO-WIDTH RATIO OF 21/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR THORNBROOKE 50's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.N., PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. REDRAW NOTES 04-22-16 CREATED LOT SPECIFIC PLAN FOR LOT 2 IN THORNBROOKE 50'6 ELEVATION "ME - MEDITERRANEAN" GARAGE RIGHT W/ PLAN OPTION5 INCLUDING: FRONT DOOR GLA55 INSERT, TRAY CEILING AT DINING ROOM, RADIANT BARRIER, NICHE5 AT FOYER, UNDER CABINET LIGHTING IN KITCHEN, OUTLET5 IN NON -WET AREA5 (2), CEILING FAN PRE -WIRES ((o), RECE55ED CAN LIGHT5 (S) IN FAMILY ROOM AND DEN, FLOOD LIGHT, AND OPTIONAL MA5TER BATH. 05-03-16 COMPLETED PLAN REV15ION TO INCLUDE: MIRRORED PLAN TO CREATE GARAGE LEFT PLAN. PLAN REVISIONS RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS INER DATE SANFORD BUILDING DIVISION A PERMIT 136UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR. SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER 04EQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Impection #16- 1625 �o DI/vc SANFORD PARTITION WEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLA5HING: I. FL45HING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND DRAWING INDEX ROOF OPENINGS 2. APPROVED C08R0510N-RE5I5TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8. COV - GENERAL NOTES INDEX SPECIFICATIONS WINDOW INSTALLATION: JOB NUMBER 26002.061 + • x ro w ISSUED 04-22-16 REVISED 1 J0LOO OJccoNF) 813.925. FAX 'A i 2y Y/ CO 0 Lm ! > •J co 0011 2B FLOOR P LAN DIMENSIONS 0 0 LD N ti .T "Pt, , 4, - FLOOD ZONEREQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD' FINISHED GARAGE FLOOR ELEVATION. N •....••m LL • e- � N 3 C 1 — FRONT ELEVATION cm -J .c wJ (D �n 0 d' 3C2- ELEVATIONS ROOF PLAN BUILDING SECTION 000 ZN�0 ° ; w �� JOB NUMBER 26002.061 + CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-16 813.925. FAX 2A - FLOOR PLAN NOTES DWELLING / GARAGE OPENINGS: www.nAvlssEws.corvl BEW A + DEi\tvER- THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/S" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB 01 1 -SLAB INTERFACE PLAN 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 150 STATE STREET EAST OLDSMW rw1tIDA 34677 813.925.1300 TEL 813.925. FAX 2A - FLOOR PLAN NOTES DWELLING / GARAGE OPENINGS: www.nAvlssEws.corvl BEW A + DEi\tvER- THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LESS THAN 13/S" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB 2B FLOOR P LAN DIMENSIONS CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. .T "Pt, , 4, - FLOOD ZONEREQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD' FINISHED GARAGE FLOOR ELEVATION. N •....••m LL • e- � N 3 C 1 — FRONT ELEVATION �;PLU :w 0 d' 3C2- ELEVATIONS ROOF PLAN BUILDING SECTION ASPHALT 5HINGLE5 (IF APPLICABLE) : 1. WIND RESISTANCE OF ASPHALT SHINGLES. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 89052.6 AND 89052.6.1. ° ; w �� °� < _ `' a 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12') OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN o� ••'•.® V �'• r Q ,.' 30 3 - FLASHING DETAILS 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 8905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL •••••••° 3 C4 -FLASHING DETAILS R9052.1. AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM p 226, TYPE II, ASTM p 4869, TYPE IV 08 ASTM p 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 89 0 •- `}+ Ili fill 1110 O AND 4 - ELECTRICAL PLAN CLAY CONCRETE TILE (IF APPLICABLE) : THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) 8905.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION INSTRUCTIONS, OR V 1 RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vas[) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 8905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE II; A5TM D 2626, TYPE 11; OR A5TM D 1910 OR A5TM D 6380, CLASS M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAs[) 15 DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS' OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 0 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-0" AWAY OR CLOSER. TUB AND 5HOWER AREA5: 1. CEMENT, FIBER -CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, GI325, OR 01118 AND INSTALLED IN ACCORDANCE WITH 0 MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS TERMITE PROTECTION: 1. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE65 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO61VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE, 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC. 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2, MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN, 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ' 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mim) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL O OCCUR AS A RESULT OF STOPPAGE 1N THE CONDEN54TE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, EXHAU5T FAN5 AND VENTING: 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. a 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A 8E51pENGE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING, J 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) PEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE oil MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE 5005TER • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER 5005TER FAN 15 INSTALLED AND NOT READILY ACCE5515LE 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 2055 EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THI5 DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES, IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 • SHEET • ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * NICHE (-) 4" NICHE l) 4" M e m DETAIL (A)NICHE SCALE: 1/4" : I' -O" 2055 TYPICAL MASONRY GAR,4GE 4&0 WINDOW SCHEDULE LANAI II(o WINDOW WIDTHS o A.C. PAD S.F. 2011 2111 3�" 5311 V) YIcq WINDOW CALL -OUTS om W 9'-4" H.B. * EGRE55 A.F.F. H 2611 12 5P 1/2 32 5N 22 5N 32 5P W LANAI BOTTOM OF (LINTEL E LL Y rn AT a' O" AFF, cq -C J QD 22'-0"x8'-0" = 39" 000 13 5N 1/2 33 5N 23 5N 33 SN MASTER SUITE J 5 I 16'-8"x12'-10" 9'-4" FLAT CLG. T.OM. 0 51" 14 5N 1/2 34 5P 24 5P 34 5N 6311 g 15 5N 1/2 35 5u 25 5P 35 5N 72" 16 5P 1/2 36 5N 1 26 5H 36 5P G.G. VERIFY M45ONRY OPENINGS FOR ALL WINDOW5, Ln Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER F-- MANUFACTURER AND SPECIFICATIONS. O z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (SINGLE HUNG -51-1, CASEMENT- C5MT, OR FIXED GLA55- F.G.) ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R. - 5TH EDITION (2014). * * * * * * NICHE (-) 4" NICHE l) 4" M e m DETAIL (A)NICHE SCALE: 1/4" : I' -O" 4 FLU5HFRAME TO FURRING 9-Ox8-0 TEMP. S.G.D. 25 5H, NR AT 8'-0" ARCH FROM 11_1�64" TO 94" 2 -6x6 -a I FAMILY ROOM O 19'-0"x13'-4 VAULTED CLG. co DCLG. W 12'-011 2.96:12 4 Q, Q? q o jm �° A/N GLG, SLOPE 2.96:12 �, ?.6X6 8 I VAULT CIL e 2-R/S ,n 4 a I KNEE 42" N. M. BATH I WALL W/f3 0COUNTERTOP 9'-4" FLAT CLG. VINYL CPT, 91 411 .5 CLG. I s, u 6 pG TEMP. GL. TILEz 6' SHOWER SNCL. 53 42— I I \ / 1 } / /\ I� �Ac E55 — I / o o LAY. LAV. p.W. O NEAP R/5 Q LU --PURR OUT TUB/ WALL FOR I i SHOWER 5-0" TUB I KITCHEN I� VAULTED CLG. I o „ BATH 2� = I nr BEDROOM 2 I 9' 4" ARCH- 11 0 III 11'-0"x10'-2" I CLG. FROM 8 6 �o III I o 9'-4" FLAT CLG. I ir0 9 O = I I II � 12%:12 J z .G D ----- N +6 } � _o BRKFST=� Q x- 9' 411 12' 011 CLG, SLG ICPT�_11INYL 10'-1n„x8'-8" Q I II I VAULTED CLG Q 12 0 1? 2� 96:12 ° 2-6x6-8 ARCH- CLG. GLG. I SLOPE ^AA iI�FROM 8'-611 TO 9411 ARCH FROM 3C2 1-6x6.8 a 6'-611 TO 9'-011 DRYER o W1 a VENTLu BEDROOM 3 55H. r-1-7 ----- > 0 } — 11'-0"x10'-0' 9'-4" FLAT CLG z r I I —ARCH QARCH- Lo FROM 8' 6" UTIL. _ _I FROM 81 611I — — TO 9'-0" Gl GI I TO 9'-0" 50 GAL. I I o c-1 1 W H � �, L_ — J HANSEN o BoxI DINING 12'-0"x11'-6" INSULATE 12'-O" 9'-4" 10'-0" TRAY CLG WALLS CLG. CLG. q � Q Lu S3 6' 101-011 FLAT CLG._ Q 9'-4" FLAT CLG. NOTE: ALL INTERIOR _ ANGLED WALLS ARE AT 45° (U.N. 54"x22" v `� ATTIC ACCE55 z DEN o a 12'-0"x11'-6" `x n 9'-4" FLAT CLG. o GARAGE M� 19'-4"x22'-0" 8'-0" PLT. HT. ENTRY FLUSH FRAME o LINE OF GARAGE DOOR IN OPEN POSITION F TO FURRING --------------------7 T.O.M. 12' O zo 124" -- PAVE.RS llo .HB. CLG. AFF. 2-I/2355H . HD. AT 6'-8" RTOMr.OM.ARCHED HD6-01-0 O.H. GARGE DOOR 11 AFF, AFF. ELEVATION) A.FF. REFER TO SHEET PAVER DRIVE / LEADWALK 25 FOR FLOOR PLAN GC VERIFY G111 56 W/ DIMEN51ON5 HATCHING LEGEND INSULATE WALL INSERT FOR FRONT DOOR. G.C. VERIFY RADIANT BARRIER FLOOR PLAN NOTES STANTON (TM LIVING 2055 S.F. GAR,4GE 4&0 S.F. LANAI II(o S.F. ENTfR ' A.C. PAD S.F. TOTAL SQ. FT. 2131 S.F. (VERIFY 3 - 25 5H. YIcq T.O.M. LOCATION) HD. AT 8'-011 om W 9'-4" H.B. * EGRE55 A.F.F. T.O.M. doll.Lo • 0 0 0 c �6 G.C. VERIFY ACRYLIC ON LANAI LANAI BOTTOM OF (LINTEL E LL Y rn AT a' O" AFF, cq -C J QD 22'-0"x8'-0" 000 9'-4" PLT. HT. T Z 04 MASTER SUITE I 16'-8"x12'-10" 9'-4" FLAT CLG. T.OM. 4 FLU5HFRAME TO FURRING 9-Ox8-0 TEMP. S.G.D. 25 5H, NR AT 8'-0" ARCH FROM 11_1�64" TO 94" 2 -6x6 -a I FAMILY ROOM O 19'-0"x13'-4 VAULTED CLG. co DCLG. W 12'-011 2.96:12 4 Q, Q? q o jm �° A/N GLG, SLOPE 2.96:12 �, ?.6X6 8 I VAULT CIL e 2-R/S ,n 4 a I KNEE 42" N. M. BATH I WALL W/f3 0COUNTERTOP 9'-4" FLAT CLG. VINYL CPT, 91 411 .5 CLG. I s, u 6 pG TEMP. GL. TILEz 6' SHOWER SNCL. 53 42— I I \ / 1 } / /\ I� �Ac E55 — I / o o LAY. LAV. p.W. O NEAP R/5 Q LU --PURR OUT TUB/ WALL FOR I i SHOWER 5-0" TUB I KITCHEN I� VAULTED CLG. I o „ BATH 2� = I nr BEDROOM 2 I 9' 4" ARCH- 11 0 III 11'-0"x10'-2" I CLG. FROM 8 6 �o III I o 9'-4" FLAT CLG. I ir0 9 O = I I II � 12%:12 J z .G D ----- N +6 } � _o BRKFST=� Q x- 9' 411 12' 011 CLG, SLG ICPT�_11INYL 10'-1n„x8'-8" Q I II I VAULTED CLG Q 12 0 1? 2� 96:12 ° 2-6x6-8 ARCH- CLG. GLG. I SLOPE ^AA iI�FROM 8'-611 TO 9411 ARCH FROM 3C2 1-6x6.8 a 6'-611 TO 9'-011 DRYER o W1 a VENTLu BEDROOM 3 55H. r-1-7 ----- > 0 } — 11'-0"x10'-0' 9'-4" FLAT CLG z r I I —ARCH QARCH- Lo FROM 8' 6" UTIL. _ _I FROM 81 611I — — TO 9'-0" Gl GI I TO 9'-0" 50 GAL. I I o c-1 1 W H � �, L_ — J HANSEN o BoxI DINING 12'-0"x11'-6" INSULATE 12'-O" 9'-4" 10'-0" TRAY CLG WALLS CLG. CLG. q � Q Lu S3 6' 101-011 FLAT CLG._ Q 9'-4" FLAT CLG. NOTE: ALL INTERIOR _ ANGLED WALLS ARE AT 45° (U.N. 54"x22" v `� ATTIC ACCE55 z DEN o a 12'-0"x11'-6" `x n 9'-4" FLAT CLG. o GARAGE M� 19'-4"x22'-0" 8'-0" PLT. HT. ENTRY FLUSH FRAME o LINE OF GARAGE DOOR IN OPEN POSITION F TO FURRING --------------------7 T.O.M. 12' O zo 124" -- PAVE.RS llo .HB. CLG. AFF. 2-I/2355H . HD. AT 6'-8" RTOMr.OM.ARCHED HD6-01-0 O.H. GARGE DOOR 11 AFF, AFF. ELEVATION) A.FF. REFER TO SHEET PAVER DRIVE / LEADWALK 25 FOR FLOOR PLAN GC VERIFY G111 56 W/ DIMEN51ON5 HATCHING LEGEND INSULATE WALL INSERT FOR FRONT DOOR. G.C. VERIFY RADIANT BARRIER FLOOR PLAN NOTES STANTON (TM LIVING 2055 S.F. GAR,4GE 4&0 S.F. LANAI II(o S.F. ENTfR ' 4& S.F. TOTAL SQ. FT. 2131 S.F. ELEVATION "ME - B,p,NF ©RD PAR�{C MEDITERRANEAN" SCALE: 1/4" c 1'-0" GARAGE LEFT IIII.II•�..• • JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-16 150 STATE STREET EAST LDSMAR, FLORIDA 34677 .925.1300 TEL 8 925 SAX T 94 • �° � I �cm IL . •• z co NI -C ® ® Lu Z Vi ,. , ® 11 5 o .1 100 • O L000 W ne 0 N 0 F >m 0 <_ 2055 • TI TLE • FLOOR PLAN NOTES DETAILS • SHEET • x ro C Lo ° To 0 Lo _j co YIcq 0 om W doll.Lo • 0 0 0 c �6 �= 0 0J c0 E LL Y rn cq -C J QD 000 T Z 04 IIII.II•�..• • JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-16 150 STATE STREET EAST LDSMAR, FLORIDA 34677 .925.1300 TEL 8 925 SAX T 94 • �° � I �cm IL . •• z co NI -C ® ® Lu Z Vi ,. , ® 11 5 o .1 100 • O L000 W ne 0 N 0 F >m 0 <_ 2055 • TI TLE • FLOOR PLAN NOTES DETAILS • SHEET • 3' A/C PAD (VERIFY LOCATION) ELEVATION (.) 0'-4" H� A SLAB INTERFACE PLAN STANTON (TM) ELEVATION d- X 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL r 0 22'-0" J��O , 0 mi co 0 c0 ..�• -J • "kms CC •.. ... . G •g'� 000 iz Y/ 0�M l 6 > > J N Lr) 66 LL C.') H.B. 0 0 :2-0N O �. of C00 E Y � W J o.°CCro�' ZNL�I 00 z cA 4' 0" \ O N G.G. VERIFY ACRYLIC ON LANAI "' - 0 3/4" P.V.C. e° ELEVATION l) 0'-4" CONDENSATION DRAIN 3'-0" 9'-4" BY PLUMBER N 11/2" RECE55 FOR 56.D. - e `v ELEVATION AT 04" (A55UMED) 20'-4" �I II IIIA IIXI II LA/H II 8" 3'-8" 10" 121-31, 3'-10" 6'-1" 10'-2" 4'-8" 1'-4" - 5HOWER REGE55 e n, e �t� / D LAV.) ( LAY.) L D.W. oHEAD J/ ----_= W.C. --___— I `" Q zog0 ROVIDE LINNE FOR CETMA l OWER ISI 5KER _ _ T I C III n�,-" III o tv — ,1 - -,JI I = III IIS I I � III Ii /> 11 UL J16li 20'-4" N N N Lu t 1 ISI sX IF- 50 GAL. W.H. i ELEVATION 11L M � O cn ELEVATION -111(l) Z 0'-0" e ELEVATION N PAVERS l) V-4" ULL - Tv 13'-4" � 8.. ELEVATION ELEVATION ELEVATION PAVER DRIVE / LEADWALK 2'-4" I6'-0" 2'-4" 8" 4'-8" 2'-8" 20-8" 11 40'-0" SLAB INTERFACE PLAN STANTON (TM) ELEVATION d- X 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL r 0 � J��O , 0 mi co 0 c0 ..�• -J • "kms CC •.. ... . G •g'� 000 iz Y/ 0�M n-, "ME - MEDITERRANEAN" • JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 7B ISSUED 04-22-16 REVISED 05-03-16 • X 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL r 0 813.925.1800 FAX COM J��O , 0 mi co 0 ..�• -J • "kms CC •.. ... . G •g'� 000 iz Y/ 0�M l 6 > > J N Lr) 66 LL C.') 0 0 :2-0N O �. of C00 E Y � W J o.°CCro�' ZNL�I 00 • JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 7B ISSUED 04-22-16 REVISED 05-03-16 • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX COM .• .� • Ld. d. e Q • r: Z �;, N 0 �m . ..�• -J • "kms CC •.. ... . G •g'� 000 iz Lr) O 0z n� 00 z O N J 0 2055 , TITLE • SLAB INTERFACE PLAN • SHEET • SCAI-E: 1/4" = I'-0" GARAGE LEFT • W REFER TO SHEET 2A FOR FLOOR FLAN V NOTES FLOOR PLAN DIMENSIONS STANTON (TM) ELEVATION "ME - �u\LD/ 0 SANFORT.) a O�'°AR1�''��. #1616.25 It• SHEET • MEDITERRANEANO)p JOB NUMBER 26002,061 • x m w. LOT 2 TB ISSUED r0 00100 REVISED 05-03-1,6 LO 0 J co 0N�cc9 N L ooLL 00 :2,5 .0 313�E0D p �d �� � `0C��` Za°G0 JOB NUMBER 26002,061 CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-1,6 DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDRAA& FLORIDA 34677 813. 925. 1300 TEL 813 925.1880000g,FAX WW fAV COM e 1/ T .1 si W • 0 ®,�' �• Z ® prlyy G� ey �rrirt��0�® a a cem 0 m z�c (1) �cloollmoof00 0 �c N J 0 'Q �j 10 �— • • 2055 • TI TLE • FLOOR PLAN DIMENSIONS SCALE: 1/4" -- `-0" GARAGE LEFT • SAND FIN16H KEYSTONE IIF APPLICABLE) RA15ED SAND FINISH TEXTURED BANDING NOTE: z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREIMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) 8103.6.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" : I'-0" �c CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15PED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OFA 4 INCH DIAMETER SPHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 .AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R312.2 rine 26002.061 • CAD FILE NAME • • K ISSUED Lo C U ro O 05-03-16 0 ..IML, i N Lm 00E IL v 0)" � pro' -w C', �a ro^ 0 c c I" 11/2" 8" SEGMENTED DECORATIVE CROWN T 3-0 COPED BANDING DETAIL MOLDING DETAIL ENTRY F.G. DETAIL 5CALE: 1/2" : I'-0" REFER TO COVER SHEET GENERAL NOTE5 FOR ROOFING UNDERLAYMENT REQUIREMENT5 FOR ROOF PITCHE5 LE55 THAN 4:12 5CALE: 1/2" : I'-0" SCALE: 1/2" : 1'-0" 12 /SHINGLE 6 2- /SHINGLE I'-01' CROUR� <,_12 ROOF MOULDING ROOF 7 (SEE DETAIL) 12 12 6 PLT. HT. _ FINISH 1.OM, BEYOND Q 6 /SHINGLE 5ADDLE 6" 5EGMENTED ,/ ROOF 2'-0" _ GOPED BANDING �SNINGLE v T.O.M. BEYOND N (TYP.) ROOF T.OM. G.C. VERIFY ALUM. OVER FG = / - 2x6 5UB-FASCIA T.OM. _ (TYPICAL) 8"5EGMENTED COPED BANDING ❑ ❑ ❑ ❑ ❑ (TYP.) TEXTURED FIN15H El ❑ ❑ EE [ El� E] 1:1 El El El 1:1 El FIN15H FLOOR LINE _ 1-=A N TEXTURED FIN15H 5" 5EGMENTED COPED BANDING G.C. VERIFY TEMP. FRONT ELEVATION.oNS poo�T F°R 5CALE: 1/4" : I'-0" STANTO N (TM (TYR) FIN16H FLOOR LINE ALIGN TOP OF GRADE LINE BANDING W. BOTT (A55UMED) OF WINDOW ELEVATION "ME — MEDITERRANEAN" • JOB NUMBER 26002.061 • CAD FILE NAME • • K ISSUED 04-22-1+6 C U ro O 05-03-16 0 ..IML, i N �O�M � pro' �a ro^ y� •� ZN��t • JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 TB ISSUED 04-22-1+6 REVISED 05-03-16 DAVIS SEWS DESIGN GROUPgsLr)\0V)pwmine0>=0 lie oilal 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813 . 92-5 L300 TEL 813Vv��;$, i l FAX �M illllll�� nv� rwr W O O z 00 N .rJ Q J r 2055 6v\4.DING USANFORD • .TITLE • FRONT ELEVATION DETAILS ------------------- ---------------- — AIN I ----T---------- MAIN ROOF VENT REQUIREMENTS I I I VENTILATION CALCULATIONS I i i ATTIC AREA = 2737 SQ. FT. / 300 = 9.12 SQ. FT. X 144 =1314 SQ. IN. L ----------------- --------- HALF AT UPPER 2/3 ROOF VENTS = 656.88 SQ. IN. y� \Q # UPPER 2/3 ROOF VENTS REQUIRED = 5 1 I HALF AT LOW SOFFIT / EAVE VENTS = 656.88 SQ. IN. ACTUAL SOFFIT VENTILATION = X0)0( SQ. IN. I I I I I I VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT j I * 9.7 SQ. IN. PER LINEAR FOOT OF SOFFIT VENT I o� G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS o I REQUIRED, PER MANUFACTURERS SPECIFICATIONS OF NET FREE AREA PER VENT. w � A ^AA I I � I I I - I i HATCHING INDICATES RECE55 IN TRUSSES FOR TRAY CLG. BELOW (TYP.) KNEE WALL I II LIA i Q, I II I I it II T I I KNEE II WALL —,,j ��I SADDLE it r--- ---� II y I I II I I II � I I II I I II I I II I I II I �e II I I I I I I O 11r— ------------ IL ------L-- TYP. OVERHANG AT HIP * * * * * (UN.O.) REFER TO COVER SHEET GENERAL NOTES FOR ROOFING UNDERL ROOF PLAN REQUIREMENTS FORR ROOF PITCHES LE55 THAN 4:12 * * * * * I 5CALE: 1/8" - I'-0" 11/2 THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING _ NOTE: z THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 o OF ALL RA15ED TEXTURED FIN15H BANDING auc AND SAND FINISHED KEY5TONE5 (WHERE x > APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT Z SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F,B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F-5-C.R. - 5TH EDITION (2014) R103b.2 AND A5TM C 926. * * * * * * * * TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 5CALE: 3" = 1'-0" CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FIN15HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5HALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENING5 ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 v c% 40'-0" (VERIFY W/ TRU85 MANUF) SECTION AA. 5CALE: I/8" = I'-0" 12 Q 6 12 12 5HINGLE Q 6 6 ROOF -� ZHINGLE ROOF STUCCO FIN15H -.—SHINGLE 12 T.O.M. _ T.O.M.ROOF --- Q 6 rl' / ❑ L ❑ 21 Oil _ G TEXTURED TEXTURED TYP/ FINISH 7 �„TEMP. FIN15H7 * * 6' RETURN `A AT 51DE5 FIN15H FLOOR LINE_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FIN15H FLOOR LINE GRADE LINE (ASSUMED) LEFT ELEVATION 5CALE: 1/8" = I'-0" T.o.M. FIN15H FLOOR LINE 12 6� 4INGLE ROOF 7 REAR ELEVA T.O.M. -TEXTURED 26002.061 mm • x 0 w 04-22-16 _ C Uo To t0 REAR ELEVA T.O.M. -TEXTURED 5CALE: 1/8" = I'-0" 26002.061 CAD FILE NAME • x 0 w 04-22-16 _ C Uo To t0 FINISH � FINISH FLOOR LINE _ GRADE L INE TION Lm (A55UMED) 5CALE: 1/8" = I'-0" • JOB NUMBER 26002.061 CAD FILE NAME • x 0 w 04-22-16 REVISED C Uo To t0 >_ a J N Lm 5a LL M• 00 :2 z OJ C00 3�E Y m;; cm 00�� Z c`li 01 • JOB NUMBER 26002.061 CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-16 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXACW, FLORIDA 34677 813. 92-5.1300 TEL 813.925.1800 FAX >yr✓�$�l/ COM Cc- Lucc • co ® di. t w_Lu • •• so'� •® i�00 a O z 0Z 00 oC 12 N 12 6� J 6J >m �-Sa 6 HINGLE 12 12 ROOF 6� 12 T.O.M. T.O.M. 6� - cm) /--2-0 = L TEXTURED = TYP. °' e FIN15H 7 �? 6, • I RETURN � fj AT SIDES E2:0 5 S FIN15H FLOOR LINEFIN15H FLOOR LINE • GRADE LINE (ASSUMED) RIGHT ELEVATION G 5CALE: I/8" = I'-0" 16-1621 .STANTON TM "ME MEDITERRANEAN" GARAGE LEFT • TITLE • SIDES ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING ROOF MATERIAL PER ELEVATIONS WITH APPROVED UNDERLAYMENT (REFER TO COVER SHEET) PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. HURRICANE STRAP PER ROOF FRAMING PLAN OIL BRG. HGT. ALUM. DRIP EDGE 24. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICALWINDOW AND SLIDING GLASS DOOR Z FLASHING DETAIL FLASHING WOODEN SIDING SILL PLATE SEE NOTE #2 WALL SHEATHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS TYPICAL FLASHING DETAIL AT SILL PLATE TIE-IN WITH WEATHER RESISTIVE BARRIER: 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE FLASHING 15/32 O.S.B. SHEATHING BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS RUBBER MEMBRANE BEYOND SHOWN, PROVIDE 4" -1" BEAD OF CONST. ADHESIVE TO BE APPLIED i CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUALi WATER PROOF CAULKING LLjj EXTERIOR FINISH T PER BUILDER PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING �F'9T,y�R FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE RFS�ST WEATHER RESISTIVE BARRIER ��S\S P� SILL PLATE (SEE DETAIL B O 2 FOR OPTIONS) 5� �o 0P� ,--CORNER PATCH FLASHING NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 3. MECHANICALLY FASTEN AS NECESSARY TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER S6AER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING -\ WINDOW) , 2 i FLASHING FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: NOTES: 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) BARRIER ABOVE HEADER TO ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL WINDOW FLASHING DETAIL PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X4'S @ 16" O.C. BRG EXT WALL FLASHING TO EXTEND 36" 7/16" O.S.B. SHEATHING 26-002. 10,61 CAD FILE NAME • BUILDING WRAP BEYOND FLASHING. 04-22-16 REVISED 05-03-16 r0 J0�O CEMENT PLASTER STOP ,,,----WATERPROOF MEMBRANE 0 Jc`+il�0 �t 20" FLOOR TRUSS SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS SEE STRUCTURAL 8' CMU BLOCK TYPICAL FLASHING AT BALCONY EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE 7/16" O.S.B. SHEATHING FLASHING. "--2X8 TRIM BOARD STUCCO "J" MOLD X7/16" O.S.B. SHEATHING `-TEXTURED CEMENT PLASTER FINISH WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. 000`ee e e l l u i�®�®A R703.2 WATER -RESISTIVE BARRIER .,.n _.,.�.•°'°'•..•••®v,®`r $ ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WIT "y o 1 AA N ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR IS OF w C\j G?a� z ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY WITH THE UPPER LAYER LAPPED OVER • . ® �- THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS •• w THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND '. �••®.®•, w•���,�� TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE `,� PF► o `� EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. V17t iliee11,`o®e z, R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION ASTM C 1281 AAMA 812 OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF Q SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: a1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 0 MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 0 N 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMAANDMA 250„ OR FMA/AAMA/WDMA 300. J 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH >= PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 < 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2055 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ' `'Ow'NG SANFORD #16.1625 FLASHING DETAILS N.T.S. • JOB NUMBER 26-002. 10,61 CAD FILE NAME • x m V.. 04-22-16 REVISED 05-03-16 r0 J0�O 0 Jc`+il�0 N 2 NM .0 i J N �. 6'a 0 0 ra :215 OJ C0 �Y �Oi 'f0 i cc `cy 0 ti y� T 00 Z N 2 a • JOB NUMBER 26-002. 10,61 CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-16 • TITLE • FLASHING DETAILS DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE1-IVER_ --­� EST. 1994 • TITLE • FLASHING DETAILS SHEATHING TEXTURE FIN15H COAT BROWN COAT SCRATCH COAT 5ELF-FURRING LATH TWO LAYER5 WRB WEEP 5CREED TERMINATE SELF ADHE5IVE FLASHING AT LOWER NOSE OF M.W.W.S, 5ELF ADHE5IVE FLASHING MA50NRY BLOCK WALL WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR SHEATHING REFER TO TECHNICAL / LETTER ON CHEMICAL / COMPATIBILITY SELF -ADHERED FLASHING I / ° °° / v / NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW MAIi OUCATLM112 WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) , — DOOR ROUGH OPENING - 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SECTION A EXTERIOR 3/4"-1" BEAD OF CONSTR. SHEATHING • 26002.061 INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER x ro FLASHING JAMB &HEAD THRESHOLD OF DOOR AND RETURN EXTER. WALL FINISH 10 00100 FLASHING SEE FLANGED WINDOW UP JAMB 6". USE LIQUID NAIL BRAND ICKET AS J co LINE VALLEY BY CENTERING 36" WIDE OR EQUAL WEATHER PROOF 14" 2 „ ECIFIED ROOF CRICKET: SECTION -A (SEE DETAIL WP02) — SELF -ADHERED FLASHING SELF -ADHERED — FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) ASPHALT SEALANT: EXTEND MIN. OF 6" j OUTSIDE OF FLASHING GALV. MTL. _ L' FLASHING 04 co DIVERTER M FLASHING GYs„ DRIP EDGE FASCIA FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH ra{ rY°° HOLD EXTERIOR FINISH 2" ABOVE r'h ,.` ;°, ROOF FLASHING CAULKING FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPEC'S. 6" HIGH DIVERTER FLASHING GALV.'L°FLASHING TYPICAL. ROOFING FELT DRIP EDGE -- FASCIA FIGURE 3: CORNER DETAIL CAULKING (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD O„ *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER \A/ICC I ATu SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SELF -ADHERED FLASHING INSIDE CORNER 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER Ge CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL RppF pEpK Y ryRFgstiti ° <F F� qc G� qS�. o✓O/ �C � �sy ° < 9 RppF pEpK '�OO < �•viQO 25/ iP O UNp�R�P�M�N� \ ENp SPP �pG� _1T�TO� 51Ncoo?0 ppuRSe pr'o SE \ ME�P�-QR\P 611 3R Np GOVR Cp S� • 26002.061 TEXTURED, PAINTED 2 SSA \ x ro 04-22-16 RAKE METAL EXTER. WALL FINISH 10 00100 ASPHALT BASED ICKET AS J co LINE VALLEY BY CENTERING 36" WIDE 14" 2 „ ECIFIED ROOF CRICKET: 6" X 18" H GALV. 0m'�r°i WATERPROOFING SHINGLE SEALANT APPLIED PLAN MIN: 3:12 SLOPE FLASHING CONT. EXTEND THE SHINGLES OVER .1 > J N BEHIND FLASHING (REQUIRED AT aQLLP7 • SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR 00 I 0'or, TO IN COURSE ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP EMBED EACH SHINGLE INA 2" AND EXTENDING A WIDE STRIP OF ASPHALT LOCATIONS) AT ENTRY VALLEY CENTERLINE z MINIMUM OF 6" ABOVE CUT 2" DIAGONALLY OFF ROOF SHINGLES L� VERTICAL RISE OF TRIMMED SHINGLE CERTAINTEED CORPORATION. - g FLASHING AT KNEEWALL 6" X 18" H GALV. 00 `- LL FLASHING CONT, -04 SEALANT \ — ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. PRE-ENGINEERED ROOF FLASHIN TRUSSES AT 24" O.C. FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER Ge CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL RppF pEpK Y ryRFgstiti ° <F F� qc G� qS�. o✓O/ �C � �sy ° < 9 RppF pEpK '�OO < �•viQO 25/ iP O UNp�R�P�M�N� \ ENp SPP �pG� _1T�TO� 51Ncoo?0 ppuRSe pr'o SE \ ME�P�-QR\P 611 3R Np GOVR Cp S� REMOVE J FIGURE 4: VALLEY DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. �- 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 /- - BUILDING PAPER _-----7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SLAB OPTIONAL DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL • 26002.061 CAD FILE NAME 2 SSA \ x ro 04-22-16 RAKE METAL C 10 00100 DRIP EDGE 6' EAVES J co LINE VALLEY BY CENTERING 36" WIDE 14" 2 „ CERTAINTEED WINTERGUARD FIRST STARTER SHINGLE 0m'�r°i WATERPROOFING SHINGLE T UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER .1 > J N DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT aQLLP7 • SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR 00 I 0'or, TO IN COURSE 5TH ABOUT 3/4" IF NO DRIP EDGE IS USED. EMBED EACH SHINGLE INA 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL UPPER CORNER OF OR AR ASPHALT SHINGLES MANUFACTURED BY TRIMMED SHINGLE CERTAINTEED CORPORATION. REMOVE J FIGURE 4: VALLEY DETAIL CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" 1" NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. �- 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 /- - BUILDING PAPER _-----7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING SLAB OPTIONAL DETAIL 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL • JOB NUMBER • 26002.061 CAD FILE NAME LOT 2 TB x ro 04-22-16 REVISED C 10 00100 0 J co 0m'�r°i Y/ .1 > J N L aQLLP7 • 00 I 0'or, 0-j CO � N 0 J CD n 0 0co CCC z 0 • JOB NUMBER • 26002.061 CAD FILE NAME LOT 2 TB ISSUED 04-22-16 REVISED 05-03-16 DAVIS BEWS DESIGN GROVP 1/2" CEMENT PLASTER FINISH 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TO - 813. 925. 1800 TEL813.925.1800 FAX W W W.DAVISBEWS.COM 2 1/2" PERFORATED FLANGE 1/2" WEEP Tre QJE� SCREED ES ♦ �® 0 s ®®W®®•••••••®®��pd co o �r•� V ®• e• nJ INSTALL BOTTOM EDGE OF = • h""" cc: mc; WEEP SCREED 1" BELOW °• O � 0 FINISH FLOOR ® ", .�- Q ►-� ••• `� ♦ Lir WEEP SCREED DETAIL W SCALE: NOT TO SCALE 0 SHEATHING 10 SELF -ADHERED FLASHING PATCH I METAL FLASHING FLASHING DETAIL ATERIAL PER 5"x5" METAL FLASHING IONS WITH APPROVED 6 AYMENT (REFER TO w/TAR BETWEEN SHEET) FLASHING AND SHINGLES 3INEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF TITLE • ROOF PER PLAN FLASHING DETAILS TYPICAL ROOF TO WALL FLASHING DETAIL PLAN VIEW SANFOR • 25 All • SHEET • THESE DETAILS ARE GENERIC AND MEANTSHII. NGDETALS TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED.3 N.T.S. FLOOD LIGHT A/C DISCONN. F W.P GRI. W.P. / GF.I. FOR T.Un. SERVICE I ELEC. METER TO SWITCH AT FAMILY ROOM OCH \ / OPT. 0 GH LIGHTING LIGHTING ELECTRICAL PLAN STANTON (TM) ELEVATION "ME - G.G. VERIFY LOCATION OF ADDITIONAL OUTLETS IN NON -WET AREAS MICROWAVE OUTLET +14" 4/0 ALU. CABLE MAIN DISCONNECT METER A/C DISC. COMBO - SQUARE D Cloo TYP. 014 AND V COPPER TO REFER TO FLOOR INSIDE LIGHTS AND OUTLETS PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED 10 COPPER TO WATER HEATER UNDERGROUND 08 COPPER TO RANGE SERVICE BY POWER COMPANY +4 COPPER TO 5/8" GROUND ROD WEATHERPROOF DUPLEX OUTLET ALSO SERVICE TO BE BONDED ELECTRIC DOOR OPERATOR (OPTIONAL) TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: >>JM ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. FLOOD LIGHT A/C DISCONN. F W.P GRI. W.P. / GF.I. FOR T.Un. SERVICE I ELEC. METER TO SWITCH AT FAMILY ROOM OCH \ / OPT. 0 GH LIGHTING LIGHTING ELECTRICAL PLAN STANTON (TM) ELEVATION "ME - G.G. VERIFY LOCATION OF ADDITIONAL OUTLETS IN NON -WET AREAS MICROWAVE OUTLET +14" L C Tf R I C A L 'KED NOTES - ol il; DAVIS BEWS DESIGN GROUP Cloo Lo oolo I. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (G.F.I.) AS INDICATED DUPLEX CONVENIENCE OUTLET EXHAUST FAN _ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. DUPLEX OUTLET ABOVE COUNTER ip, EXHAUST FAN/LIGHT COMBINATION ow.GROUND WEATHERPROOF DUPLEX OUTLET ®D ELECTRIC DOOR OPERATOR (OPTIONAL) 2• UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE P 61 >>JM FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: �,F,,, FAULT INTERRUPTER DUPLEX OUTLET cu CHIMES (OPTIONAL) SWITCHES.... 42" p 0 HALF -SWITCHED DUPLEX OUTLET Ei PUSHBUTTON SWITCH (OPTIONAL) OUTLETS..... 14" �= 0-j cO SPECIAL PURPOSE OUTLET ® CARBON MONOXIDE DETECTOR TELEPHONE. 14"" (UNLESS ABV COUNTERTOP) TELEVISION.. 14 DUPLEX OUTLET IN FLOOR ® SMOKE DETECTOR 220 VOLT OUTLET 0 0 Zcm SMOKE / CAM MONO. COMBO DETECTOR 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER WALL SWITCH TELEPHONE (OPTIONAL) SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 3 THREE-WAY SWITCH TELEVISION (OPTIONAL) 14 FOUR-WAY SWITCH Q THERMOSTAT 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING $ D DIMMER SWITCH ELECTRIC METER ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE _ ELECTRIC PANEL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 WALL MOUNTED INCANDESCENT LIGHT FIXTURE DISCONNECT SWITCH iQ. RECESSED INCANDESCENT LIGHT FIXTURE ® SPEAKER (OPTIONAL) 5. ALL 15A AND 10A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.G.I. PROTECTED (G,f.U. r� LIGHT FIXTURE WITH PULL CHAIN c /> ROUGH -IN FOR OPT. CEILING FAN TRACK LIGHT v J 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL c FLUORESCENT LIGHT FIXTURE c /' CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.P.A.10, N.E.C. 2011, F.B.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. G'J ROUGH -IN FOR OPT. CEILING FAN 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY 5ACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. FLOOD LIGHT A/C DISCONN. F W.P GRI. W.P. / GF.I. FOR T.Un. SERVICE I ELEC. METER TO SWITCH AT FAMILY ROOM OCH \ / OPT. 0 GH LIGHTING LIGHTING ELECTRICAL PLAN STANTON (TM) ELEVATION "ME - G.G. VERIFY LOCATION OF ADDITIONAL OUTLETS IN NON -WET AREAS MICROWAVE OUTLET +14" JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 TO ISSUED 04-22-16 REVISED 05-03-16 x ro w ol il; DAVIS BEWS DESIGN GROUP Cloo Lo oolo pJM�0 oM Y/ 61 >>JM L. 6�a�• p 0 co 25 a -� �= 0-j cO i, ;u6 to ;: C'l .c (D 4. 0 0 Zcm JOB NUMBER 26002.061 • CAD FILE NAME LOT 2 TO ISSUED 04-22-16 REVISED 05-03-16 20551. • TI TLE • w�LDI//G ELECTRICAL PLAN SANFORD #15'5 16- • • SHEET • MEDITERRANEAN" 4 GARAGE LEFT • ol il; DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLIXMM, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 20551. • TI TLE • w�LDI//G ELECTRICAL PLAN SANFORD #15'5 16- • • SHEET • MEDITERRANEAN" 4 GARAGE LEFT • 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 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. (PSF) 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A (+) VALUE DENOTES PRESSURE 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. (+) 21.2 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES - 22.9 of PRESSURE TREATED WOOD. CAST IN PLACE CONCRETE (+) 20.2 (+) 20.2 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 WATERICEMENT RATIO OF 0.58. SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT - 20.8 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 CORNER'S 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 WALL CONSTRUCTION A)BALCOs = 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 C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI_ GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDITT 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 -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 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-B3 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). 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" 0 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 MANU'S 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 DETS 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 -1/2"x6" 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 1 st (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 VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD s z z E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft =1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 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 = - Fcj - 900 Fc j = 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 RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T 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. 3/6' 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 WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 Q z UJ WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) S1 STRUCTURAL NOTES - VALUE DENOTES SUCTION AREA O O5 S4 (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 LINTEL PLAN (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 - 20.8 - 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 5 5 J✓' a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS Q z UJ SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 ROOF FRAMING PLAN go 0 S4.1 NOTES & CONNECTOR LEGEND S5 LINTEL PLAN SDI FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS ora A SD4 GENERAL DETAILS w A `e`e`°111111111/0�' �' o a- o 04 w®sar Lt..*® se se Z Z fir, le O �. acv 6 cy MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS ',® "® ®e®� U_ P ee 1 5/7/2015 CREATED ELEV. FC, NC, ME, & NCM w/ GARAGE OPTIONS, OPT BED 4 EA AND MINOR OPTIONS O ON t, c+) C h��^I 4 ilpi lyl� N 44 0 � r 0 r� Oc U 0 0 Cu q��' G9� V �J Q m ( J Wz o p wJ� do Z H M E ca Q z -u- a) _oa 01; Z U ~nCD Q 0 �wZCO ..a co o:ZEo 0 ::) Q OONv D Z Z E' Z Z a�ZE 0 OLL OR ox Q N J U O. V N Q o p� w �^ �S Lu (0 Z S W 11 Z N F- Z 0 OZJ 1 W)0 n m do - W OJWoC >_00 STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC w��DIA/G JOB No. TM 2152138 SCALE: AS INDICATED SANFORD DATE: 4/26/2016 #1.1625 si 1. 40'-0" 18'-0" 22'-0" 21'-4" " loe ADO DO D D 2'-4" 16'-0" 2'-4" 5'-4" 2'-8" 20'-8" 8'-0" 40'-0" 11'-4" UNDATION PLAN FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 3000PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. a 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE 0 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR ^; USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY C COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. p� A 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED [� DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUI STEEL BENDS N%11111111111// AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 F NDARD `e��®✓/� W O FOOTING STEP DOWN AND CORNER INFORMATION. ` �`��,�A/®® 0- 11- 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 441 • ® .� �% rs COW o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH• ; ^, �Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION SLu cy 14 -: �� J 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ® t,. • Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE '.`C�4 �► •� 'Q 2 C, PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL •'••.,. •.•®• ®`�` J 0= CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO /�� ` J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. �/ 0®® u - SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, �j rf11 B I f 110 COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS , \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Q ^Yr 11 f�fYJl cf)v STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND N FOOTING SIZES PENDING DEPTH OF STEMWALL. v U O Z FOOTING SCHEDULE C GQ u O12"x124'x12" dp w/ #5's EQUALLY SPACED EA. • Z 1 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. p BARS & 3" MIN. COVER TO EDGE OF CONC. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. ; ""i�i'YI'!,,I O��S��y� U c Z 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. z �� BARS & 3" MIN. COVER TO EDGE OF CONC. 0 0 28"12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. p 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. o 47 U 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. o LLI J 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z 06 17) o ui M E BARS & 3" MIN. COVER TO EDGE OF CONC. Q z v- LL �, 4$ x48 x12 dp w/ #5's EQUALLY SPACED EA.O O o - Y Z V 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p U) BARS & 3" MIN. COVER TO EDGE OF CONC. w z z�o 54"x54"x16" dp w/#5's EQUALLY SPACED EA. Q N - 2 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. U)Z I z a BARS & 3 MIN. COVER TO EDGE OF CONIC. Q Z Q ¢ w z o 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 0 O ¢ a O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Q IY N J BARS & 3" MIN. COVER TO EDGE OF CONC. W Z U- U N SYMBOLS LEGEND 0 O ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. j TO TIE BEAM (8'-0" O.C. MAX U.N.O.). W • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. W N O � Z O W 0 ' OLoO �Nm F— �JZ N w -j o QOx STRUCTURAL ENG: BED DRAFTING: STRUCT: JRH QC CHECK: CC JOB No. TM - 2152138 ............... (SANFORD SCALEAS INDICATED DATE: 4/26/2016 #16 0 c!M 0 v 0 M F, V-4" 10'-2" X-11" 20'-8" rL 11 J1 8" 2'-4" 16'-0" 2'-4" 4'-8" 2'-8" 2'-9" 2'-11" X, 2'-11" 2'-9" DOWEL LAYOUT PLAN_ 0 LO 50 ZD 0 F- C? M SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (8'-0" O.C. MAX U.N.O.). O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. z O (1) #5 @ TOP, U w BOTTOM & "' MID -HEIGHT OF COLUMN o a a (1) CONT. #5 FROM A�A R� TIE BEAM TO FOOTING A C40 w MASONRY WALL (1) #5 @ TOP, REINFORCING PER BOTTOM & YP). MID -HEIGHT OF ®�� ► w COLUMN goy •ee®r®eeeaeO®°,�/j'✓B/® n- ti 04 LL e ... C1 Z Z a �_® N w I LL,Cc._ ¢ U eM w ( ® 2 FILLED CELL ./ % CO <' -F. at // •Oeee e°®>V Q ® A � 0 PLAN VIEW SECTION VIEW ®��'�r�ro�r<r `® " MASONRY COLUMN TIE I N 3/411=11-011 0 r) v U I,I NG, ���J No z O Z W U o 0 c� rr ll O V o Z 9 1y 0 0 Q W a Cz Y o W J hO{ C Zr- Q p6 W Z�Mr E < z u- U Z Q O (D 0c) Jfn o✓ Z tY o 0 ¢ O o � s (n Fgwui Z :n (f) I— Z E0 W 0 w 'OL 3:20a V H U M Q Lu' JLu� �� O zo p 0 Lu Lu s ri � o w F ON 1- 0Z EQ �<ui 0 � Oo0- N 100 _ U 0 J Z O � a � }. 0 O a0= F-�~ STRUCTURAL ENG: BED DRAFTING: STRUCT: JRH QC CHECK: CC ��JILDIn�c JOB No. TM - 2152138 SCALE: AS INDICATED S A N F O R D ----.----- ...._. DATE: 4/26/2016 S 15!1625 3 ��O r N M f+ 00 00 00 00 00 O O 0) 6) O a) O O M N N 7 O O O d v v ITd It V v v d It ROOF FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND 1 Q = 8'-0" T.O.M. F- -_......1 = 9'-4" T.O.M. 0 = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. Z _O F- a - 0 aV CD W 0 a A V W �®oiiilS��/BP< °oma. ,•,, p_ o OA . o w 0 'q 0� J t/� . o �a q >- Q �` , �C,. aC A. V O rn• M o O z c' U c O a o w N y �1ti� z O �� Q am Z Z Q (D a _J cn v ui J ti O IS 0 °'�N (`+ F- , u) E QOZ -`) re Zz o � C) I- cn 'w z ti c J u) Ix z 8 Q 00��cwo (n CZ' �F-wW o p� Z QcnZZ E 0 p Q°= N LU LL O �W0 LJJ W 11 N 0 F- O Z cl) LL! Q 1 M0M N m W -j o a0X a. STRUCTURAL ENG: BED DRAFTING: STRUCT: JRH QC CHECK: CC \LD/Nc JOB No. --- -- TM...2152138 SCALE: AS INDICATED SANFORD . ---- - DATE: 4/26/2016 O�"ARTM� 5 4. 16 S • _ T • - - - --LL ----------- ■ - J01 _m_-..._ .._._ _ J01 J02 FO J02 D J03 J03 J04 L J04 u 0 u R02 FO D 1 R03 R04 ----Ll- R05 IA R06 _ R07 ■ R08 ■ R08 / Q / R08 -V O R08 Li■ R08 R08 III R08 III i ■ UL --J RO$ R07 R06 R05 R20 — I - LT I I TOP @ 9'-4" I R21 — -1 � � � � ■ 18 4 D R22T ■ --- - R27T R11 > j R27T R11 GEO N D > j ■ R27T o BW2 OWw TOP @ 8'-0" _ R27 R11 Y -j _ G------- U U U > m w R27 R11 a u 0 HOZ ao FO O D R28 R11 X W O N = °o R 11 0 .6 H R29 w1 O 0 1 R23 a 1--R25C I I LL F1 R30 KNEE WALL PER DETAIL. R25C D KNEE WALL PER DETAIL. R24 TOP @ 12'-0" A 1 I ,�, TOP @ 12'-0" J02 I F1 J03 D J10 R26 I FO 100 Ix"J01 00 J06 I D ■ ■ ■ J02IF — — — -- -11Y 0 0 0 y�0 0 0 J01 Q�� J01 o 0 o FO D 'y,A A 1 O OC) O O O O O O O 0 B2x8 TOP @ 12'-0" ROOF FRAMING PLAN_ NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND WALL LEGEND 1 Q = 8'-0" T.O.M. F- -_......1 = 9'-4" T.O.M. 0 = 12'-0" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. Z _O F- a - 0 aV CD W 0 a A V W �®oiiilS��/BP< °oma. ,•,, p_ o OA . o w 0 'q 0� J t/� . o �a q >- Q �` , �C,. aC A. V O rn• M o O z c' U c O a o w N y �1ti� z O �� Q am Z Z Q (D a _J cn v ui J ti O IS 0 °'�N (`+ F- , u) E QOZ -`) re Zz o � C) I- cn 'w z ti c J u) Ix z 8 Q 00��cwo (n CZ' �F-wW o p� Z QcnZZ E 0 p Q°= N LU LL O �W0 LJJ W 11 N 0 F- O Z cl) LL! Q 1 M0M N m W -j o a0X a. STRUCTURAL ENG: BED DRAFTING: STRUCT: JRH QC CHECK: CC \LD/Nc JOB No. --- -- TM...2152138 SCALE: AS INDICATED SANFORD . ---- - DATE: 4/26/2016 O�"ARTM� 5 4. 16 S BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN 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 pif 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 1160If p 3rd. PT. BW7 16" SYP T 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p MID -SPAN BWg 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. (2)1.75"x11.25" LVL MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 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 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160If p 1 3rd. PT. ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 10 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 ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS & THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR REVIEW. ON -BEARING WALLLOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d AILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS LFORFURTHER ALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE E A 4"GAP FROM TRUSS TO TOP PLATE AND ATTACH USING ER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE THER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN OB (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN �j (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN ON MASONRY: SIMP. META16 4x4 SYP #2 POST O6x6 SYP #2 POST ON 8x8 SYP #2 POST OP 3-1/2"x3-1/2" LVL COLUMN. O3-1/2"x5-1/4" LVL COLUMN. Ri O I 3-1/2"x7" LVL COLUMN. O3-1/2"x9-1/2" LVL COLUMN. OT 5-1/4"4-1/4" LVL COLUMN. OV 5-1/4"x7" LVL COLUMN. OX 7"x7" LVL COLUMN. OY 3 1/2" X 11 7/8" LVL COLUMN OZ 5 1/4" X 9 1/2" LVL COLUMN STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & S' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 4" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)1" 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 8dl .131" x 22" 10d .148" x 3" 12d .148" x 31" 16d .162" x 3z' 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(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(lb) (2)2x8 #2 SYP META16 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 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/j' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 21 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H10A w/(18)10d x 131 2" 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 FRAME TO FRAME 1245 1450 (10) 10d NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 1 1 ElH2.5A w/(10)8d FRAME TO FRAME 535 600 (2)1.75"x11.25" LVL MTS 12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: SIMP. META16 ❑8 MGT w/(22)10d $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HTT4 w/(18)16d x 22" NAILS & a" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 ON MASONRY: SIMP. META16 SET EPDXY MIN. 7" EMBEDMENT TO POST: SIMP. HTS20 OR LSTA18 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 B3.5x16 EPDXY MIN. 5" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 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 833pif 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. LTT20B w/(10) 10d NAILS & g5" EPDXY ANCHOR w/SIMP. SET 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 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 OLUMNS USE (18)#10x12' SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22' NAILS w/a' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PL COLUMNS USE COLUMN TO FTG. 3640 4235 (1*)#10x12" SD SCREWS INSTEAD PF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS 31RDER TO COL./ BEAM 9100 4095 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 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 W/(6)16d NAILS 25 HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME GRAVITY:2125 GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & 4" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 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 1 ST 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/Z" FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 CU TO BEAM: SIMP. HUC48 w/(14)16d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H2x10 PLATE TAPCONS ON MASONRY: SIMP. META16 H2x12 2)2x12 #2 SYP w/j' FLITCH PLATE TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4"x24" TAPCONS 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 H5.5x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE ON MASONRY: SIMP. META16 JACKS @ EA. END KINGS @ EA. END TO POST: SIMP. HTS20 OR LSTA18 1 1 TO BEAM: SIMP. HUC410 w/(18)16d & 2 2 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/Z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) CU 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) u- 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/j' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS T HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS P CT. s OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SH DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32"' OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. 6Jp_DING SANFOR® 0 p�pAR,��i 1 RTES & CONNECTOR EG iff W w r W et ° a Lu LP 60 O • Lu C'4 v cv " i'. cm CU END o®o ®e®o ®® Q j Irr I1 u- rr ll V cn , ' M V:�,���'�h14�'�,�r� N • o r_ U p o . zca i` G9��1 U o z y0 MENEM Q W O z �--- C� U Lu o0 uj r N W W Z F- M r t' Z � U'cn Q Z -� m LL Z Z zoo(90Y O Q o0ai X 11 z o D in u- o `D Z Z Q�ZZ E W 0 06 co Q W NNJ rn LL C_) V / z O � W7� O W 11 w Z N Z ° oZ c W a Lc) O I- �NZ -_ V0W �n O OL STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC 1/4"= 1 1-011 JOB No. TM - 2152138 SCALE: AS INDICATED 15 ------- ----------- 6„ 1 6 2 ATE:-- DATE: 4/26/2016 END S4,1 1/4"= 1 1-011 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z a w W 0- I-_ H (D Lu Q' z O AT CORNERS PRECAST "U" METAL LATH OR GRADE 60 BAR SIZE i' PROVIDE LINTEL W/ 3000 BEND 0 WIRE SCREEN I LAP SPLICE ° STANDARD #5 psi CONC. PER ,lDll OVER COURSES AL SHEAR WA L SEGMENT A HOOK BAR. LAP LINTEL PLAN. IF a NOT REQ'D TO TRANSOM OPENING A 41/4 OTHER BARS INTO REBAR IS #4 BE FILLED. ' FRAME INFILLAROU4R, ; CORNER AS REQ'D INDICATED IN WINDOW BY BUILDER (SHEET METAL & SEE FOUNDATION r SEE WF01/SD3 FOR / MORE INFO \ . ';;;,::' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 33/4 LINTEL, #5 TO BE '; ON EITHER SIDE U.N.O. PAPER FELT 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 43/8 (2) 2X8 WOOD HEADER 16 1/2 10" HOOK j 51/4 TURNED SIDEWAYS. 213/4 42 F­::� HOOKED INTO PROHIBITED) MASONRY WALL W/ 0. DOOR OPENING c ;. SIMPSON HUS26 HANGER SIDE VERTICALS ' 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 F. 1/2" NAILS INTO HEADER. w 4,.•° °° ° ..an ° °°� :d' •° d :° ° ° •ear:�•d ° 4 °— fir. — — �— — ' — �-17 -+— —� —4— wit— — 4 LL ° 'a ° ° °I. a. I z W a. o pA °° ' ROUGH OPENING PER PLAN 10. e A' ° N tl •a lz TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" a GRADE 40 GRADE 60 BAR SIZE i' LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE ° NO -SHEAR WALL AT OPENING ,lDll ° ' TYPI AL SHEAR WA L SEGMENT A 77 i ... ,;... r. .. ; a 7 TRANSOM OPENING A 41/4 a 18 #4 ° ' FRAME INFILLAROU4R, ; 3 55/8 WINDOW BY BUILDER ' �'' SEE FOUNDATION r TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE i' LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE ° NO -SHEAR WALL AT OPENING ,lDll ° ' TYPI AL SHEAR WA L SEGMENT "D11 77 i ... ,;... r. .. ; 41/4 7 TRANSOM OPENING 21/4 41/4 91/4 18 #4 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" 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 i' LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE „A„ "Bit ,.C.. ,lDll LINTEL PER PLAN •.: "' :r,: '' „c„ "D11 77 i ... ,;... r. .. ; 41/4 7 TRANSOM OPENING 21/4 41/4 91/4 18 #4 21/2 ' FRAME INFILLAROU4R, �~ 3 55/8 WINDOW BY BUILDER ' �'' SEE FOUNDATION r SEE WF01/SD3 FOR / MORE INFO \ . ';;;,::' PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D 33/4 7 15 1 /2 ON EITHER SIDE U.N.O. #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 43/8 (2) 2X8 WOOD HEADER 16 1/2 35 j 51/4 TURNED SIDEWAYS. 213/4 42 F­::� FIRST PLY 2X8 TO MASONRY WALL W/ DOOR OPENING c ;. SIMPSON HUS26 HANGER @ EA. END. W/ (6) 3/16" Ox 1-3/4" TAPCONS INTO MASONRY & (4) 1 O X 1 1/2" NAILS INTO HEADER. 2ND PLY TO 1ST PLY WP 10d STAGGERED @ 6" O.C. DO LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = V-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH I LAP SPLICE „A„ "Bit ,.C.. ,lDll "A" "B„ „c„ "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/41 25 33/4 7 15 1 /2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 j 43/8 9 13/16 16 1/2 35 j 51/4 j9 13/16 213/4 42 I U m L L LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1180° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" #3=2Y2' #4=2Y2' #5=2Y2' #6=3" #7=3Y2 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS Lu STANDARD LINTELS STANDARD LINTEL NOTES o CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/13F24-013 8F32-1B/8F32-0B V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END T-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1 05 4360 / 1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. ZO 6-2" 488 991/991 2661/2143 5681 /2698 6472/3685 5. (-) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'4" 416 752/699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. N r V-2" 315 618/535 1533/1247 2781/1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 10'-0" 292 567 / 454 1366/1277 2423 / 1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAIN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY U 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q 11'-2" 255 471 /352 1075/1075 1838/1567 2883/2003 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL c 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 166010 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS q 18-0 0 211/0 750/0 1177/0 1676/0 c 18'-8" 0 142/0 598/0 1114/0 1468/0 1, fc PRECAST LINTELS = 3500 PSI. LLI 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981/0 1376/0. 3. GROUTED PER ASTM C476 f = 31200 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 � 011111111111 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA CO ESSIVE `ee` ®®!� •�♦0.09000001 ®s W � CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSL 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE ®`"• 04 2'-8" 1425/1425 3343/3280 4933/4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. 'v' O 4% LLI o 3'-0" 1230/1230 2769/2769 4085/4085 2 cW %�• T-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE « ; �°- '"' a < b 4'-4" 846/833 2121/1716 3127/2839 �® 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT / w� d%• a` Q 6'-4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ��'� ..,,•e ''®.®°� �,.`` Q 2 T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ 'j' `�� _ 0 8'-4" 415 / 235 1152 / 1152 1694 / 1552 0 8RF6-1 B/1T 8F 6-1 B�1 T BOTTOM OF LINTEL CAVITY///e�"�'f ,�®®®� O 8F8-1 B/1 T _� QUANTITY OF #5 REBAR AT TOP a 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. 0 8RF14-1B/1T NOMINAL HEIGHT T \' 9'-6" ol 20'-8" O° 8F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION O Op O 8RF14-0B/1T p Q r-� pH i; q da'lii'i, O , ili ' F 8F16 -0B/17 � 1-1/2" CLEAR � u ii�d,� o 0 8F20-1B/1T _j (9 MM p z OD 00 _ #5 REBAR AT TOP MIN. (1) REQ'D o O zo HO 8F20-0B/1T U � }' Q z C.M.U. Z r w 0 8RF22-1B/1T 00 o ° GROUT p �SlG�ti4 m 'n z #5 REBAR AT BOTTOM OF LINTEL Z �yC5 U O 8F24-1B/1T io CAVITY 1v O 0�� BOTTOM REINFORCING PROVIDED o O�� 0 8RF22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) m 8F24-0B/1T 8" NOMINAL WIDTH N 8RF30-1B/1T FILLED 0 PO 8F32 -16/1T 1-1/2" CLEAR O 8RF30-OB/1T Q OZ)_ #5 REBAR AT TOP MIN. (1) REQ'D Z s 8F32 -0B/1T C) _j (D Q z C.M.U. o V 0 8F38 -1 B/1 T 00 z Lu g LOz C6 z Q 0 8F12-1B/1T `- to Q z U) LL 0 8F40 -0B/1T BOTTOM REINFORCING PROVIDED J Z 7-5/8" ACTUAL IN LINTEL (VARIES) U) w z fO Ow 8F8 -0B/1T 8" NOMINAL WIDTH = Q EE 8 0 0 (n Ofz-�Wuio F x UNFILLED Z z Q U) i z E O m W 0 LL�0= SAFE LOAD TABLE NOTES l v x N a N ~ LLL W N Q 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W Z O V LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. �. 2. 0 = NOT RATED. F— O co 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLI LLI 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR m 5. ADDITIONAL LATERAL LOAD CAPACITY CAN! BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. rj 11 n N 16'-0" 0 Z O (1) H LLI T.O.M. T.O.M. Y 1 8'-0" 9'-4" � 0 � m0� m I- Z -_ 0J Lu LINTEL PLAN � o 0 OF110'A DATE: 4/26/2016 #16-1625 S5 STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH \uarNo QC CHECK: CC — JOB No. TM - 2152138 SANFORD SCALE: AS INDICATED OF110'A DATE: 4/26/2016 #16-1625 S5 (1) #5 FROM FTG. TO IF BRIG. WALL ABOVE- (1) #5 FROM FTG. TO 2x BRIG WALL PER LLl TIE BEAM SPLICE TO a �'� TIE BEAM SPLICE TO e �� PLAN AND BEARING Q BE MIN. 25" GROUT BE MIN. 25" GROUT FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE w CELL SOLID CELL SOLID BELOW 2x PT SILL PLATE d MASONRY WALL —n MASONRYWALL .I n Zi DRIVEWAY BY SEE FOUNDATION FOR SEE PLAN w CONC. SLAB PER FOUNDATION PLAN SEEP CONC. SLAB PER 2 1/4" FOUNDATION PLAN CONC. SLAB PER i CONCRETE SLAB PER I CONCRETE SLAB PER —I— ".� w FOUNDATION PLAN DIAMETER TO BE 2(— FOUNDATION PLAN7 7 - 4 d' �' ;. PENETRATING PIPE w VARIES Q.;. U) d > w SEE PLAN ° . ° .. ,° ..; ' 4. �. . + 4 1II .I� ca a�n '.d° AO .I•d 00 d �d GRADE _ ° I � d° ° .I'd ° I'd G0 GRADE z 0 U) U) LIJ O d= d _450 a ° . d ° ° ° a ' °� �D— --I —=_I ° de ° ' — d_ ' — D; --_ �' --I-II—I I L_I I I �� �• I I o_I °I:d•I — -� DENSITY -- Ia�w• _ _—I —_--__— g" 3" COVER TYP. 8' x 8" THICKENED CLEAN COMPACTED __ —I I, II r IO I I =i II — __; °. . DENSITY 1.. 118._-41 I ad. ° 4.jd II _" IM O _I I _—_ pp I — °d. .a .,. •° j d O 117 ° �i <>O 00 — I —_—I —_—° — I S' _—II IS I SI —III D•II —I — a� M , _�—_� I (—__— li� I:+II I I1 � I (2) #5 BARS CONT. I I3�' (2) #5 BARS CONT. ' I I DI I— CLEAN COMPACTED W/ 3" COVER TYP. i° i° ii �� i CO I ER' CLEAN COMPACTED W/ 3" COVER TYP. 3�' COVER FILL @ 95% STANDARD FILL @ 95% STANDARD w DENSITY 1'-4" DENSITY lo 1 4„ WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG U (2) #5 BARS CONT. w/ 3" 8" SHALL BE 1'-4" WIDE w/(3) #5 BARS (2) #5 BARS CONT. w/ 3" SHALL BE 1'-4" WIDE w/(3) #5 BARS F01 TYPICAL EXTERIOR FOOTING fiFO TYPICAL GARAGE CURB FOOTING FILL @ 95% STANDARD z IF BRIG. WALL ABOVE- HOLD BRIG WALL BACK 2x BRIG WALL PER 2x BRIG WALL PER LLl °... •' 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE w z REQ'D BELOW 2x PT SILL PLATE d 2x P.T. SILL PLATE —n MIN 4" CL DRIVEWAY BY SEE FOUNDATION FOR °-a w CONC. SLAB PER FOUNDATION PLAN (1) #5 CONT. w/ 1-1/2" COVER TYP. Ot 1-1/2" COVER TYP. CONC. SLAB PER 2 1/4" FOUNDATION PLAN CONC. SLAB PER i 4 BUILDER- CONCRETE .....M z CORNER. SEE FLR. CONCRETE SLAB PER FINISH PER ELEV. °... •' w FOUNDATION PLAN PLAN FOR BASE SIZE g FOUNDATION PLAN w z GRADE PIPE ¢ 2x PT SILL PLATE d 2x P.T. SILL PLATE —n 0 CL DRIVEWAY BY SEE FOUNDATION FOR °-a as CO PVC SLEEVE MIN. I > i 4 BUILDER- CONCRETE .....M PAD SIZE —I— �. w — FOOTING PER PLAN DIAMETER TO BE 2(— , OR PAVERS PIPE SIZES LARGER CLEAN COMPACTED 4 d' �' ;. PENETRATING PIPE w AF11 TYPICAL FOUNDATION PENETRATIONS U) d > w �. . + 4 1II .I� °:Ifwp O d= d _450 a ° . d ° ° ° a ' °� �D— --I —=_I ° de ° ' — d_ ' — D; --_ �' --I-II—I I L_I I I �� �• I I o_I °I:d•I — -� DENSITY -- Ia�w• _ _—I —_--__— g" 3" COVER TYP. 8' x 8" THICKENED CLEAN COMPACTED __ —I I, II r IO I I =i II — __; °. . DENSITY 1.. 118._-41 I THICKENED EDGE @ GARAGE DOOR A1171FOOTING @ ENTRY MASONRY COLUMN _I I _—_ I I-- II II __I— _I� --I•• " — I —_—I —_—° — I S' _—II IS I SI —III D•II =— — a� , _�—_� I (—__— li� I:+II I I1 � I • � iidIi ii i° i° ii �� i 8 8"— w lo CLEAN COMPACTED U (2) #5 BARS CONT. w/ 3" 8" 8" FILL 95% STANDARD (2) #5 BARS CONT. w/ 3" FILL @ 95% STANDARD" FILL @ 95% STANDARD - COVER TYP.; AT COVER TYP.; AT DENSITY (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 DENSITY 2 -STORY COND. (3) #5 DENSITY COVER TYP AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO " " FILL @ 95% STANDARD BE 20WIDE BE 20WIDE :_._ _...... ._ .._.._._ _. —__ _...._....._ ..__._. 2 -STORY COND. (3) #5 q BARS REQ'D & FTG TO DENSITY c BE 20" WIDE NON-BEARING SLAB STEP DOWN AIFO DOUBLE STEP FOOTING 3/4"=V-0.. 3/4"=1'-0" % 3/4"=1'-0.. OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D CONT. BAR STEEL AT 2 STORY LOCATIONS SLOPED GROUT TO DRAIN " OPTIONAL CURB BY BUILDER MIN. 24 BEFORE z CONC. SLAB PER 8"x1.2" THICKENED ANOTHER STEP 8 g CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. W r. a CL p a, a GRADE W ` . ° v° ° ' ' . °e v ° °', ' I=III I I I.I I I_ I ' ' a... — — z ° 4' t. d _ _ _ _ _ . ' ' • ° ' a III—III---III I I Imm_ _DI I_ 4_ .' .I4 •. .�. IIS �,,� � II�iIII—IIII I. II 1'4" (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS XlF�OFOOTING @ SHOWER AT MASONRY THICKENED EDGE -I ed _ A. i—I Id dLu Lu _ —III—I I _ (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3 — —_ I — 16 MIN. — - COVER TYP. M COVER TYP. I—I F1 (2) #5 BENT BARS w/ CLEAN COMPACTED MIN. 25" LAP SPLICE FILL @ 95% STANDARD DENSITY J 3/4"=1'-0" 1 / 3/4"=1'-0" ® FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE 4'. CONNECTION GARAGE TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE zt FILLED SOLID TOP VIEW CORNER SEE ELEVATION CONC. SLAB PER CMU BASE w/ (1) #5 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. FINISH PER ELEV. °... •' FOUNDATION PLAN PLAN FOR BASE SIZE • PENETRATING GRADE PIPE d —n 0 DRIVEWAY BY SEE FOUNDATION FOR CO PVC SLEEVE MIN. I i 4 BUILDER- CONCRETE .....M PAD SIZE —I— �. — FOOTING PER PLAN DIAMETER TO BE 2(— , OR PAVERS PIPE SIZES LARGER CLEAN COMPACTED 4 d' �' ;. PENETRATING PIPE w AF11 TYPICAL FOUNDATION PENETRATIONS CONC. SLAB OR > w , d • aa° _ PAVERS PER PLAN °:Ifwp ° —1111 — CLEAN COMPACTED ° . d 11--- I I— FILL @ 95% STANDARD a d : L ' g d°' e • � d — -� DENSITY — — _I I L_ _ ° d ° = S. �..°-°—e ° a° - g" 3" COVER TYP. 8' x 8" THICKENED CLEAN COMPACTED ' 10, EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD DENSITY THICKENED EDGE @ GARAGE DOOR A1171FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" j 3/4"=1'-0.. 3/4"=1'-0" TYPICAL STEP FOOTING DETAIL NOT USED �w FO BEARING SLAB STEP DOWNFO FOOTING AT INTERIOR BEARING `�®�►�'r�,asfo ndaw 3/4"=1'-0" 3/4"=1'-0.. 3/4"=1'-0" ,a,\\ `q ` a 0 q� ia•Mys®®•®••® .,•• »"�� .`pyo�J' �dj' VERIFY W/ DETAILS FOR REQ'D S STEEL AT 2 STORY LOCATIONS W o "a ;® MASONRY WALL ®•.�� `"' Q ° SEE PLAN �' �•••• .•.o••®• �) edLL SLOPE CONC. SLAB PER ' (1) #5 FROM FTG. TO d. °° FOUNDATION PLANT IE BEAM MIN. 25"� IL 1 O T #5 CONT. 4 PER MFG ff SPLICE GROUT CELL 4. REINFORCEMENT SEE ° SOLID PER PLANS d� FOUNDATION PLAN 0 FOR QUANTITY • ``° ' d =0 THRESHOLD PER MFG °d � a : #5 x 25" x 25" CORNER .' °' d d . A'.. a R, ONE FOR EA. _ _ d' o Illil,l', I�f v °.. n HORIZONTAL U — ; ° d uVlili 3j ° a a pi REBAR, TYP. U.N.O. CONC. SLAB PER w I � I —I I , � W- =I I —= I = d ° . °. ° .e . 4 ° FOUNDATION PLAN Ix I — r= — — — e . I i f % I - n ° (2) ° d M #5 BARS CONT. d °? d' maw • N da TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 1\ % 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. ( — I —I FINISH FLOOR °° - I — Q' PENETRATING PIPE III=III— —_ _ SEE FDN. a a _I LOOP TIE (TYP.) - _ ° — _ PLAN FOR b '� ° , •a ' d � - _..,I I SIZE &REINF. DI ISI I —� PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION FOOTING PER PLAN (FRONT VIEW) Pvc sLEEVE �I-11 � DI� I I D I Ilill SEE FDN PLAN d a FOR SIZE d C d —I (_ & REINF. a _ 1=1 1I I —I 11= PIPE VERTICAL THRU FDNI- -I I I=1 I ID 11—I i I PIPE PARALLEL TO FND SLOPE W/ 3 COVER TYP, @ 1-4 '" U • '.e °,. 2 -STORY CONDITION O PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20�� U OR GRADE 1/4" PER WIDE FOOTING o Z FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL @ 95% STANDARD O Q ELASTOMERIC JOINT DENSITY M FILLER Q W EXTERIOR DOOR POURED SILL fiF1' FOOTING AT INTERIOR BEARING WITH CMU NOT USED 3/4"=1'-0" 3/4"=1'-0., V J Z C 'w J h o O W 0ui 7 - �+ Q 06 W z F— V Q z fn J U 0 - u- � m o: Z 0 C,0-_ O g 0 W Z p a O J f) z 0 0 Q 0 0 : L U) o 12ww o Z Z ¢�zz E om <04 J 40 W0 � ILL. Z o �w 0 LIJ LL U) O W 11 2 w Z 0 il d Z 0 A 0 Z A v'W / 1 s= �w0 20W N 11 H W .. Z 5 �UJ DO O Q0 IZ ~�~ STRUCTURAL ENG: BED DRAFTING: - – STRUCT: JRH QC CHECK: CC 11 ILIZ, JOB No. TM - 2152138 SANFORD SCALE: AS INDICATED p DATE: 4/26/2016 �A�iRT%1ti� SD1 8"CMU - FINISH PER ELEV. CONC. SLAB PER FOUNDATION PLAN FINISH FLOOR • PENETRATING GRADE PIPE —n ,, CO PVC SLEEVE MIN. I i — —I— — FOOTING PER PLAN DIAMETER TO BE 2(— PIPE SIZES LARGER CLEAN COMPACTED THAN THE FILL @ 95% STANDARD PENETRATING PIPE (SIDE VIEW) DENSITY AF11 TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" TYPICAL STEP FOOTING DETAIL NOT USED �w FO BEARING SLAB STEP DOWNFO FOOTING AT INTERIOR BEARING `�®�►�'r�,asfo ndaw 3/4"=1'-0" 3/4"=1'-0.. 3/4"=1'-0" ,a,\\ `q ` a 0 q� ia•Mys®®•®••® .,•• »"�� .`pyo�J' �dj' VERIFY W/ DETAILS FOR REQ'D S STEEL AT 2 STORY LOCATIONS W o "a ;® MASONRY WALL ®•.�� `"' Q ° SEE PLAN �' �•••• .•.o••®• �) edLL SLOPE CONC. SLAB PER ' (1) #5 FROM FTG. TO d. °° FOUNDATION PLANT IE BEAM MIN. 25"� IL 1 O T #5 CONT. 4 PER MFG ff SPLICE GROUT CELL 4. REINFORCEMENT SEE ° SOLID PER PLANS d� FOUNDATION PLAN 0 FOR QUANTITY • ``° ' d =0 THRESHOLD PER MFG °d � a : #5 x 25" x 25" CORNER .' °' d d . A'.. a R, ONE FOR EA. _ _ d' o Illil,l', I�f v °.. n HORIZONTAL U — ; ° d uVlili 3j ° a a pi REBAR, TYP. U.N.O. CONC. SLAB PER w I � I —I I , � W- =I I —= I = d ° . °. ° .e . 4 ° FOUNDATION PLAN Ix I — r= — — — e . I i f % I - n ° (2) ° d M #5 BARS CONT. d °? d' maw • N da TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 1\ % 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. ( — I —I FINISH FLOOR °° - I — Q' PENETRATING PIPE III=III— —_ _ SEE FDN. a a _I LOOP TIE (TYP.) - _ ° — _ PLAN FOR b '� ° , •a ' d � - _..,I I SIZE &REINF. DI ISI I —� PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION FOOTING PER PLAN (FRONT VIEW) Pvc sLEEVE �I-11 � DI� I I D I Ilill SEE FDN PLAN d a FOR SIZE d C d —I (_ & REINF. a _ 1=1 1I I —I 11= PIPE VERTICAL THRU FDNI- -I I I=1 I ID 11—I i I PIPE PARALLEL TO FND SLOPE W/ 3 COVER TYP, @ 1-4 '" U • '.e °,. 2 -STORY CONDITION O PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20�� U OR GRADE 1/4" PER WIDE FOOTING o Z FOOT AWAY FROM CLEAN COMPACTED BUILDING FILL @ 95% STANDARD O Q ELASTOMERIC JOINT DENSITY M FILLER Q W EXTERIOR DOOR POURED SILL fiF1' FOOTING AT INTERIOR BEARING WITH CMU NOT USED 3/4"=1'-0" 3/4"=1'-0., V J Z C 'w J h o O W 0ui 7 - �+ Q 06 W z F— V Q z fn J U 0 - u- � m o: Z 0 C,0-_ O g 0 W Z p a O J f) z 0 0 Q 0 0 : L U) o 12ww o Z Z ¢�zz E om <04 J 40 W0 � ILL. Z o �w 0 LIJ LL U) O W 11 2 w Z 0 il d Z 0 A 0 Z A v'W / 1 s= �w0 20W N 11 H W .. Z 5 �UJ DO O Q0 IZ ~�~ STRUCTURAL ENG: BED DRAFTING: - – STRUCT: JRH QC CHECK: CC 11 ILIZ, JOB No. TM - 2152138 SANFORD SCALE: AS INDICATED p DATE: 4/26/2016 �A�iRT%1ti� SD1 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 1/2"=l1-010 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 JFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI ° '.=e FRAMING INF( PROVIDE STANDARD ROOF SHEATHING FOR STRAP CENTERED ROOF SHEATHING NAIL PER PLAN Z �....�..� .,�. w_ HOOK k, SCHEDULE. O� REQUIRED WH OPRE-ENGINEERED INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF ODOUBLE d N H3, H4, OR H5 @ EA. END OF TRUSS OR SIDE OF OPENING BLOCKING PE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ ,. 5-1/2" EMBED. AT EA. FINISH PER ARCHSFIN DOOR BRACKET, EA. BASEPLATE SIDE OF DOOR. CONNECTION ` 'AU WALL SCHEDI THICK WASHER W/ EA. (1) #5 IN TIE BEAM ANCHOR. (1st BOLT TO TRUSS PER PLANS iBEFORE DORMER FRAMING IS INSTALLED. BE 8" MAX. ABV. CURB, SPECS REST EQ. SPACED r CONNECTION PER STD. CONNECTOR (1) #5 BAR IN PRECAST g Q p NOTES •� Q FRAME OUT TO BLOCK`°�' LINTEL 'J®®/ l.�+. .+ ; : i1,. r11Ill% (2) #5's VERTICAL IN w GROUT FILLED CELL Of Z a�� (2) 2x #2 SYP SEE PLAN g ... •� ii .. ENTIRE COLUMN TO IF OPENING PROVIDED BE GROUT FILLED w w Cpl ; ` U.N.O. U c d' ,: c�,> I--�I 1 (1) #5 VERTICAL IN F o �.`., WALL w/ STUDS @ 16" GROUT FILLED CELL (IF t- o REQ'D PER PLAN) F OU + d SHEATHING FROM M c 0 TOP OF WALL TO NOTE: SEE MD08 ON 9 BOTTOM OF WALL. LINTEL PLAN FOR Zw F' •. f ADDIT'L REBAR INFO �+ ATTACHED PER G fi DO 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 1/2"=l1-010 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 JFO ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHIP ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP: BASE ARE REG 2x BLOCKING MIN 2x4 STUD O/C 2x P.T. PLATE 1/2" x 8" A.B. Of HD @ 32" O.C. FROM EA. END ON BASE PLAT TOP KNOCK Oi COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR ROOF SHEATHING FOR STRAP CENTERED ROOF SHEATHING NAIL PER PLAN Z THREADED RO D PLAN / BEARIN, k, SCHEDULE. O� REQUIRED WH OPRE-ENGINEERED INDICATED ON GARAGE WALL SCHEDULE. MII BEYOND FROM END OF ODOUBLE MASONRY WAL 2x6 P.T. BUCK EACH H3, H4, OR H5 @ EA. END OF TRUSS OR SIDE OF OPENING BLOCKING PE WALL SCHEDI (5) 3/8" DIA. J -BOLT W/ STRUCTURAL SHEATHING PER PLAN AND ROOF 5-1/2" EMBED. AT EA. FINISH PER ARCHSFIN DOOR BRACKET, EA. BASEPLATE SIDE OF DOOR. CONNECTION PROVIDE 1-1/2" x 3/16" WALL SCHEDI THICK WASHER W/ EA. FOR FRONT WINDOW OPENING IF REQ'D ANCHOR. (1st BOLT TO TRUSS PER PLANS iBEFORE DORMER FRAMING IS INSTALLED. BE 8" MAX. ABV. CURB, SPECS REST EQ. SPACED U J -24 O.C.) PT BASE PLA' fiDO BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=l LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAP 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD F01 DORMER FRAMING DETAIL L 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) N W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN O2x STUDS @ 16" O.C. FOR KNEE WALL w LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT MIN. 2x4 SPF #2 KNEE ' WALL WITH STUDS @ 16" O.C. W/ ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN Z PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN k, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY SIDES FROM TOP OF FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR v RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF D FINISH PER ARCHSFIN c ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING 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 iBEFORE DORMER FRAMING IS INSTALLED. (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MIN. 1 Q' EMBED. FOR HOLLOW BLOCK OR 3 Z' EMBED: FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM OR 4" x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. OTHERWISE. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL. SEE BEARING WALL SCHEDULE FOR CONNECTION INFORMATION. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK I EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE —� 'x4 SPF CONT. MIN. 2x4 SPF #2 KNEE �'� WALL WITH STUDS @ 16" O.C. W/ w (2) 2x #2 SYP SEE PLAN MIN. 2x4 SPF #2 KNEE ' WALL WITH STUDS @ 16" O.C. W/ 3LOCKING ATTACH TO C STRUCTURAL Z FOR BEAM SIZE STRUCTURAL 0 SHEATHING ON BOTH SHEATHING ON BOTH '/16" OSB W/ (2) SIDES FROM TOP OF THIS CASE. ���1111111//�' SIDES FROM TOP OF JAILS WALL TO BOTTOM OF I BUILDER FRAME WALL TO BOTTOM OF v BEAM ATTACHED PER RADIUS AS REQ'D BEAM ATTACHED PER PRE -CAST LINTEL PER W PLAN F- (2) (2) 2x PT BUCKS w/ 1/2 O.S.B. BETWEEN IF DBL. NAILER IS USED, USE 1/4" x 4-1/2" TAPCONS; SEE NOTES FOR SPACING FASTEN PT 2x NAILER ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. 2 TO MASONRY NOTES: w 1. 2x PT BUCKS/NAILIERS 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 gil 0 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN THIS CASE. ���1111111//�' 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" u; v O.C. @ EACH SUCCESSIVE BUCK W 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME N D (1) 2x OR (2) 2x BUCKOPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS c - TBD BY BUILDER (FASTENING) ARE METF. STRUCTURAL SHEATHING 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) � gi Q ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S TYP. TRUSS TO FRAME" �. SPECS ►eo U J CONNECTION PER STD. CONNECTOR ®` � �., *z 1/2"=l1-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 1/2" x 8" ANCHOR BOLT �— (2) 2x #2 SYP SEE PLAN OR TITEN HD @ 32" FOR BEAM SIZE O.C. & 6" FROM EACH END 2x PT BOTTOM PLATE PRECAST LINTEL OR KNOCK OUT COURSE /16 OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE FO SIDE & TOP NAILER OTHERWISE SP2 CLIPS ( I MASONRY WALL !x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED fi FO KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED ' CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SCAB IN EACH TRUSS ATTACHMENTS IF NO WEB IS PRESENT SUPPLIED BY A/C COMPANY (3) 10d NAILS TYPICAL AT EACH TRUSS 2x4 'X' BRACE ACROSS LENGTH OF SHEARWALL NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN - CHORD WITH (3) 10d TOP AND BOTTOM MIN NAILS (2) BAYS PAST A/C 2x4 BLOCKING LOCATION. MIN (3) BAY BETWEEN TRUSSES LAP W/ (2) 16d NAILS TOENAI LED TO TO EACH TRUSS. TYP DOUBLE TOP PLATE w/ EACH SIDE 10d NAILS @ 4" O.C. STANDARD TRUSS — TRUSS PER PLAN BOTTOM CHORD DOUBLE TOP PLATE FRAMED WALL PER PLAN PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES 3/4"=1'-0" PRE -MANUFACTURED CHIMNEY CAP TOP OF CHIMNEY MIN. 2'-0" ABOVE A POINT WITHIN 10'-0" OF THE NEAREST ROOF (1) SPH4 EVERY OTHER STUD TO DOUBLE TOP PLATE 2x4 VERTICAL @ 24" - 0.C. MAX. w/ (4) 10d NAILS TO BOTTOM CHORD & (3) 10d NAILS TO TOP CHORD; NOTE IF WALL HEIGHT IS BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS GALVANIZED FLASHIN( 2x4 BLOCKING W/(2) - 16d COMMONS END NAILED TO VERTICAL 2x4's BUILDER FRAME RADIUS AS REQ'D KNEEWALL AT UPSET BEAM 3/4"=1'-0" 12 SEE PLAN r_-- ----� A/C UNIT AND PAN MIN. 24" BY SUPPLIER MIN. 24" MAX 48" I I MAX 48" BLOCKING UNDER A/C SUPPORTS 3/4"=1'-0" CHIMNEY FRAMING DETAIL W a �m KNEEWALL OVER MASONRY WALL 3/4"=1'-0" % 3/4"=1'-0" ROOF SHEATHING Z ATTACH PER NAILING J (D SCHEDULE < W J o P oa w Z Lu M~ E STANDARD TRUSS W (�, Q Z �/? LL rn 0 TOP CHORD VARIES Q Z U o o( w TRUSS WEBS NOT J U)) R z R 0 0 SHOWN FOR CLARITY Q o u°i r (n O ww o PRE-ENG.TRUSS PER Z ZZ Q W Z o E 2x4 #2 SYP CROSS PLAN, 24 O.C. MAX �a w � o = W U O (6 BRACING (AT 45°) W/ ROOFING MATERIAL (3) 12d NAILS TO RAT PER ARCHS w w N 40 RUNS. TYP EACH SIDE Z Z O U SEE FRAMING PLAN � J O CONDENSATE FOR CONNECTION ui_ DISPOSAL BY A/C INFO I— ( i'1 SUPPLIER SEE ELEVATION W `•/ CONNECTION TO BE TOP OF MASONRY W SUPPLIED BY A/C SEE ARCH PLANS FOR COMPANY OVERHANG INFO (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID O w W 11 FLUE PER MANUF. SPECS W/ 2" MIN. WINDOW PER > CLEAR BETWEEN FLUE FLOOR PLAN Z N & FRAME 0 O GALVANIZED FLASHING 0 Z J PRECAST CONC. OR (/i Q EXT. SHEATHING POWERS STEEL SILL ~ Y 1 ATTACHED PER U) NAILING SCHED. TYP. @ALL WINDOWS W O Oto0 2x4 FRAMED CRICKET EXT FINISH PER PLAN N W/ GALVANIZED FLASHING Z W 0 W � •f�,. MAIN FLOOR p O O = (4) 16d COMMONS ELEV 0'-0" - H ~ NAILED @ EACH END CONC. SLAB - °' +A SEE FOUNDATION VERT REINF. BEYOND —_— STRUCTURAL ENG BED 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO `- I h -- 16d COMMONS END DRAFTING: NAILED TO VERTICAL I I_i 2x4's PLAN N� PER STRUCT: JRH -_-_T -- ��� ING QC CHECK: CC SEE FOUNDATION — _._._ _. DETAILS FOR FTG INFO SAN FORD JOB No TM - 2152138 SCALE: AS INDICATED TRUSS PER PLANoFpA«�T�_-- 1 r DATE: 4/26/2016 3/4"=1'-0" I % 3/4"=1'-0" SD2 w •� ���1111111//�' � u; v w•�s•e�������'®�'' a N •®® 0 X0;6 ' o Cho - o STRUCTURAL SHEATHING � gi Q Z TYP. TRUSS TO FRAME" �. tr 4 ®W U J CONNECTION PER STD. CONNECTOR ®` � �., *z g Q p NOTES �w�*�,• '°' °"®° �`" Q FRAME OUT TO BLOCK`°�' 'J®®/ EDGE r11Ill% u- (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY IF OPENING PROVIDED w Cpl PER PLAN) O ;hti,a4 MIN. 2x4 SPF #2 KNEE c�,> I--�I 1 U u; ��3J o WALL w/ STUDS @ 16" t- o O.C. w/ STRUCTURAL OU SHEATHING FROM M c 0 TOP OF WALL TO 9 BOTTOM OF WALL. Zw �+ ATTACHED PER O `;` `E NAILING SCHEDULE �i'��,�7',;,a� �gtiG ami U OTHERWISE SP2 CLIPS Z �� AT TOP AND SP1 CLIPS AT BASE ARE REQ'D O Q a �m KNEEWALL OVER MASONRY WALL 3/4"=1'-0" % 3/4"=1'-0" ROOF SHEATHING Z ATTACH PER NAILING J (D SCHEDULE < W J o P oa w Z Lu M~ E STANDARD TRUSS W (�, Q Z �/? LL rn 0 TOP CHORD VARIES Q Z U o o( w TRUSS WEBS NOT J U)) R z R 0 0 SHOWN FOR CLARITY Q o u°i r (n O ww o PRE-ENG.TRUSS PER Z ZZ Q W Z o E 2x4 #2 SYP CROSS PLAN, 24 O.C. MAX �a w � o = W U O (6 BRACING (AT 45°) W/ ROOFING MATERIAL (3) 12d NAILS TO RAT PER ARCHS w w N 40 RUNS. TYP EACH SIDE Z Z O U SEE FRAMING PLAN � J O CONDENSATE FOR CONNECTION ui_ DISPOSAL BY A/C INFO I— ( i'1 SUPPLIER SEE ELEVATION W `•/ CONNECTION TO BE TOP OF MASONRY W SUPPLIED BY A/C SEE ARCH PLANS FOR COMPANY OVERHANG INFO (2) 2x4 #2 SYP BLOCKING W/ SIMPSON RE. ELEV. A34 OR LUS24-2 EACH FOR O.H. END TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID O w W 11 FLUE PER MANUF. SPECS W/ 2" MIN. WINDOW PER > CLEAR BETWEEN FLUE FLOOR PLAN Z N & FRAME 0 O GALVANIZED FLASHING 0 Z J PRECAST CONC. OR (/i Q EXT. SHEATHING POWERS STEEL SILL ~ Y 1 ATTACHED PER U) NAILING SCHED. TYP. @ALL WINDOWS W O Oto0 2x4 FRAMED CRICKET EXT FINISH PER PLAN N W/ GALVANIZED FLASHING Z W 0 W � •f�,. MAIN FLOOR p O O = (4) 16d COMMONS ELEV 0'-0" - H ~ NAILED @ EACH END CONC. SLAB - °' +A SEE FOUNDATION VERT REINF. BEYOND —_— STRUCTURAL ENG BED 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO `- I h -- 16d COMMONS END DRAFTING: NAILED TO VERTICAL I I_i 2x4's PLAN N� PER STRUCT: JRH -_-_T -- ��� ING QC CHECK: CC SEE FOUNDATION — _._._ _. DETAILS FOR FTG INFO SAN FORD JOB No TM - 2152138 SCALE: AS INDICATED TRUSS PER PLANoFpA«�T�_-- 1 r DATE: 4/26/2016 3/4"=1'-0" I % 3/4"=1'-0" SD2 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 GABLE END @ FLAT CEILING CONNECTIONS WHERE O.H. IS > 1'-0", DROP GABLE BRACING + W CONDITION IS REQUIRED. CONTACT EOR ROOF SHEATHING PER ROOF SHEATHING FOR ADDITIONAL INFO AS REQ'D SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE SIMPSON A23 @ EACH A35 DIAGONAL TO SLMPSON HGA10 " @ 48 GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0' MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d TRUSS BOT. CHORD 3 1/4" HOLD INTO BLOCKING, (4) 8d END NAILS @ EA. TRUSS PER PLAN PT 2x8 PLT., CANT. FOR rl/2"J-BOLTSw/ WASHERS (MIN. 7" NAILS INTO TOP PLATE OUTLOOKER 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. Q SIMPSON H2.5(TYP.) EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w TRUSS PER PLAN MAX. ATTACHMENT w/ (3) 1 Od _ RAFTER TO OPP SIDE 0 BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ PROVIDE 16d NAILS = zo- DOUBLE TOP PLATE D GABLE END TRUSS TO ¢ ch w 2x TOP PLATE TO PLT.@12" O.C. MAX. .4 v SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. SYP#2 OR BETTER(4)CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN o m O NAILS @ 6" O.C. 2x4 SYP #2 BLOCKING, EXTERIOR SHEATHING. FRAMING FOR FALSE L META16 CMU WALL OR LINTEL a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) TO BE CONT. @ THE BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF 10d NAILS @ EA. TRUSS FROM TOP OF WALL STUDS TYP. BASE BRACE w TO BOTTOM TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ TRANSITION FROM #5 CONT. SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. ,. W/ 1/4"x4-1/2" SIMPSON PLATE w/ PLYWOOD FALSE BM PER PLAN 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION MASONRY WALL OR • PAGE FOR GABLE BRACING*'k'k MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN WALL TO GABLEBLOCKS w/8d NAILS SEE ELEV. FOR LINTEL SEE PLAN •' ` p' IN CMU. OR SIMPSON• FASTEN CONV. 2x2x ANCHOR BOLT OR SIDE OF EA. STUD. WALL, SEE PLAN META16 VALLEY RAFTER TITEN HD @ 32" O.C. & CENTERED BETWEEN TRUSS STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL @ 6" O.C. O.H. SIZE FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. \ MF�0NON-BEARING WALL CLIP DETAIL CONT. 2x4 WHERE O.H. IS > V-0", DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE DROP END GABLE w/ WO 3RD OUTLOOKERS @ 24" FASTEN SIDE WALL \ .\O.C. BAY REQ'D TO RUN BACK TO 0 SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ \ CHART WITH (3) 12d TOENAILS. TO BLOCKING \ GABLE BRACING (+) CONNECT TO DROP EXT. SHEATHING; \ SEE CHART GABLE WITH H2.5 CLIP. i U ATTACH PER PLAN 3P MAX 2'-0" O.H. Q PROVIDE 2x4 BRACE _ CD W TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) — STRONGBACK IF REQ'D CONT. 2x4 a ALL CONNECTION PER CHART16dNAILS.FRAME II I (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" FGABLE Q TO BLOCKING END — O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE SHEATHING FASTEN ra - .... _... FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN 8 W 1„1 45° SHEATHING FASTEN PER PLAN. FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 16d NAILS. GABLE END @ FLAT CEILING CONNECTIONS CONTRACTOR TO FIELD VERIFY WHICH GABLE BRACING + 2x4 BLOCKING @ EA. CONDITION IS REQUIRED. CONTACT EOR ROOF SHEATHING PER ROOF SHEATHING FOR ADDITIONAL INFO AS REQ'D SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE SIMPSON A23 @ EACH A35 DIAGONAL TO TRUSS PER PLAN DTC CLIP, (2) 8d NAILS BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD INTO BLOCKING, (4) 8d END NAILS @ EA. TRUSS PER PLAN PT 2x8 PLT., CANT. FOR rl/2"J-BOLTSw/ WASHERS (MIN. 7" NAILS INTO TOP PLATE OUTLOOKER CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ SIMPSON H2.5(TYP.) EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w TRUSS PER PLAN MAX. ATTACHMENT w/ (3) 1 Od _ RAFTER TO OPP SIDE 0 TOENAILS EA. END PROVIDE 16d NAILS = zo- DOUBLE TOP PLATE D GABLE END TRUSS TO ¢ ch w 2x TOP PLATE TO PLT.@12" O.C. MAX. .4 v GABLE END W/ 16d iI NAILS @EACH WEB IN CMU. OR SIMPSON o m O NAILS @ 6" O.C. 2x4 SYP #2 BLOCKING, EXTERIOR SHEATHING. FRAMING FOR FALSE L META16 CMU WALL OR LINTEL a = HGA10KT @ 32" O.C. BEAM, IF REQ'D w/ (3) LSTA18 HEADER TO BELOW 10d NAILS @ EA. TRUSS FROM TOP OF WALL STUDS TYP. BASE BRACE w TO BOTTOM TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP ,. W/ 1/4"x4-1/2" SIMPSON PLATE w/ PLYWOOD FALSE BM PER PLAN 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION MASONRY WALL OR 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*'k'k MASONRY WALL OR GABLE END @ FLAT CEILING CONNECTIONS 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN / NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP — PLATE / CEILING NAILER AS J , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING w 0 i i FIELD FRAMED VALLEY DETAIL 1/2"=1'-0" GABLE BRACING CHART H GABLE BRACING + 2x4 BLOCKING @ EA. NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d k 2'-0" MAX. STRONGBACK W/ (1) 2x4 BRACE END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX. TRUSS PER PLAN / NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB -91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM VARIES RAKED DOUBLE TOP — PLATE / CEILING NAILER AS J , REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING w 0 i i FIELD FRAMED VALLEY DETAIL 1/2"=1'-0" GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 67'-0" (1) 2x4 BRACE 7'-0" < H:6 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 8" O.C. GABLE END BRACING PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) I (2)16d NAILS PLT. TO NAILS, TOENAILED STUD TOP & BOTTOM SIMPSON DTC, (2) 8d EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. WAY UP HEIGHT OF (4) 8d NAILS TO TOP PER PLAN TO STUD) 10d COMMON NAILS @ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d 2x6 RAFTER TO 2x8 INTO BLOCKING, (4) 8d END NAILS @ EA. TRUSS PER PLAN 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER TRUSS PER PLAN HOLD WALL 3-1/2" @ EACH END RAFTER TO OPP SIDE DOWN FOR INTO BLOCKING, (2) (AS SHOWN) DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS 2x4 LEDGER (2) 10d HEADER PER PLAN IF NAILS @EACH WEB IN CMU. OR SIMPSON REQ'D. MIN (1) JACK & 2x4 SYP #2 BLOCKING, EXTERIOR SHEATHING. (1) KING STUD w/ SIMPS. META16 TRUSS PER PLAN g ATTACH PER PLAN LSTA18 HEADER TO o- FROM TOP OF WALL STUDS TYP. BASE END NAILS @EACH w TO BOTTOM CONNECTION SHEATHING PER PLAN 2x8 #2 SPF STUDS AT SHEATHING PER PLAN ,. W/ 1/4"x4-1/2" SIMPSON 16" O.C. 1/2" x 8" J -BOLT @ 32" DTC CLIP, (2) 8d NAILS SDS SCREWS TO TOP O.C. AND 6" FROM EA. WALL SHEATHING PER INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" MSTAM-24 TYP. EA. LINTEL SEE PLAN •' ` p' IN CMU. OR SIMPSON• FASTEN CONV. 2x2x ANCHOR BOLT OR SIDE OF EA. STUD. WALL, SEE PLAN META16 VALLEY RAFTER TITEN HD @ 32" O.C. & CENTERED BETWEEN FRAMIVALLEY VALLEY TRUSSES) TO TRUSSES) STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 6" FROM EACH END FRAME WALL DETAILMU WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 TRUSS PER PLAN TRUSS PER PLAN / RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 3/16" x 2 3/4" TAPCONS /^ 24's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 �— FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d 2x6 (MIN.) PLATE THRU END NAILS @EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING CHORD OF EACH*'4' PLAN OVER THE TOP OF THE LINTEL PER PLAN BOTTOM CHORD. TRUSS BELOW FASTEN CONV. 2x2x WALL, SEE PLAN a ATTACH W/ (2) 1 Od VALLEY RAFTER NAILS @ EACH TRUSS FRAMIVALLEY VALLEY TRUSSES) TO TRUSSES) STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. MF�0NON-BEARING WALL CLIP DETAIL SIMPSON H10A DIAG. `VIII I U!!!%l ll LOCKING "� [® /off' w fj� CDIle r GABLE BRACING @ 48" -- PROVIDE 2x BLOCKI\ ' , ,.m6 • 2 d O.C. MAX. 45° FROM FOR NAILING .. 0 'q HORIZONTAL (+/- 10°) ® �C` ®®• �- BRACE NOT REQUIRED ®,.•® ,,°� ^�[ Q 6' FROM EAVES.•®"• �6s a,® _j O TRUSS PER PLAN _j SEE PLAN FOR 6611 SUPPORT AND TIE DOWN OF JACK TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL(FRAME WALL SHOWN;CD fiyIl�Ip �bJfyl N FOR REQ'D MAY ALSO BE U d�3J o CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' pq ° 0 M r>0 . z m c V ZGO� U y �titi Q I GABLE END @ FLAT CEILING w/ BOSTON HIP ""_ , „ 3/4 -1 -0 (2) 2x TOP PLATE SEE GE01/SD3 FOR 8d NAILS @ 4" O.C.�, J (D OUTLOOKER OR CONV. FRAME OR W -- HEADER HEADER PER PLAN; SHEATHING 0 VALLEY TRUSSES PER o � W S SEE HEADER CANTILEVER PLAN . 06 z �- O u.i ME ►- u'_ FORSCHEDULE & NOTES ' W Q z �u_ FOR ADDT'L INFO. Z U o u� r SIMPSON LSTA12 OR ❑ ( � w z `° SP4 CONNECTORS @ = Q a o a 0 GABLE TRUSS (q H w . o 24 o.c. IF HEADER WITH 0 UPLIFT SPAN 4'-6" OR Z Q¢ U) z o E MORE. EXT. SHEATHING; Q < ' O O ATTACH PER NAILING �� C) O v) ¢ a N J 2x DOWNFRAME TO SCHED. W Q w N DOOR AS REQ'D (2) 16d NAILS. TO EA. � LLI z Z p U COMMON TRUSS _j w 0 SIMPSON META16 @ ~ V 32" O.C. GABLE TRUSS W MAIN SPAN ROOF W 1/2" THREADED ROD TO MASONRY. AT EA. SIDE OF HEADER WOOD WALL TRUSS U) �. (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY GEO GABLE END AT VALLEY FRAMING o 3/4"=1'-0" W 11 HEADER STUDS PER HEADER SCHEDULE U.N.O. ON PLANSN O I — OZO ATTACH JAMB STUDS co Q W PER WF08/SD4 � 1 060 2 q M m � � O Lu P.T BASE PLD ATE � � Q O = NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THENSTRUCTURAL ENG: BED ATTACH ADDIT'L KINGS AS DRAFTING: REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STRUC-- JRH STUDS REQ'D. QC CHECK CC -- JOB No. TM - 2152138 SANFORD SCALE: AS INDICATED DATE: 4/26/2016 TYPICAL HFADFR DFTAII / \ NOT USFD 6 Z 5 � 1 t: NOTE: PL,NTE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. PIPE OR DUCT W/ 2 ROWS 10d @ 3" O.C. PENETRATION OF MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2x4 STUDS PER PSPN516Z W/ (12) 16d FRAMING PLAN NAILS TYP. TOP & BOT. /Z DOUBLE 10d @ 3" O.C. TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUDS ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR ATTACH 2x STUDS TO CONDITIONS TOP PLATE W/ (4) 16d CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN NAILS ((2) ON EA. SIDE) 2x8 STUDS PER —G TYP. AT ALL EXTERIOR FRAMING PLAN CONDITIONS 2 1/2" p z a TOP SPLICE----�'"-` BOTTOM SPLICE OVER II I II II II STUD z — DOUBLE 2x4 TOP NOTES: 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 NAIL TOP PLATE / ( 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) — PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES:.ALL DIMENSION TO BE HELD WITHIN +/- 1/4" OF 2x8 TO BLOCK OUT10d NAILS 1" EDGE 1 1/2" EDGE TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & ATTACH PER NAILING (2) 10d NAILS O.C. (SOLID BLOCK W/ 2x6) PATTERN ON THIS DETAIL 10d x 3" COMMON 2 1/2" EDGE 0 z U a U) 00 OUTSIDE (2) 2x4's ""�n - p w DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8" O/C PLATE (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � " SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. �.'J NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 U- O @3"O.C. _ _ z U z � t�2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o 'A' = NAIL SPACING IF - - 6 - - IT - -(1 - - TI- I I- I 201iF `SC,ge OV S'C ROOF SHEATHING, Lu = NAILS @ 3" O.C. k R� T ROOF SHEATHING 2v FiQ 10 FASTEN PER PLAN II I I II II II �- _ - I I - a m ~O �- O COMMON NING AILS @ 3O.0 PERIMETER w/ (2) ROWS OF 8d 1/2„ A 1/2 �FNc T,��S FASTEN PER PLAN <FtiCTy rRo _Ll- _Ll_ - - a(0z= OA_ S op &,q III WALL SHEATHING 0 w ® NAIL INT., W/ 8d COMMON NAILS @ 12" O.C. & NAIL - 0 0 0 Oy ti 2x4 FRAMING @ 24" III I I( I I I I I = EDGES 6 O.C. U.N.O. ON PLANS )�J III III 11 11 I SPLICE, SEE SPLICE DETAIL. MAX 1/8" 2 U5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III I I I I I I SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT III III I I PANELS z >_ ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4 O.C. PROVIDE (4)10d x3" III 3 I I I I I I I c HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT i PER -ENG TRUSSES TOP & BOTTOM 2x SCAB w/ 10d NAILS III TYP. III II II II Z) O STUD PER PLAN III AROUND III I I I I I I 2x STUDS BEYOND, � (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. III OPENING III I I I I I I SEE PLAN FOR MORE w U- VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO f- z O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA O z U Q CL W 00 z EDGE DISTANCE PER VVIL 0 IIIT 71 ---TI— r ROOF SHEATHING, p CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN III II I II II II c (2) 8d TOENAILS I I I II I 2 1/2" p z a w III II I II II II g= z I I I II I IJL ILL_11_®1L__IL. p o u)m —_lL O.C. w Ng 2x4 BLOCKING PLACED FLOOR SYSTEM O SIN `" U CUT TO FIT w EACH END 1 1/2" z 1 BEYOND SEE PLAN CONDITION @ FRAME WALL 2x12 BOX HDR w/ 2x8's SHEATHING DIAGRAM +� % x X'V�F�lEXTERIOR SHEATHING SCHEDULE HTS20 CLIP FROM SIMPSON H3 CLIP N POST TO BEAM REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS W _ 3/4"=1'-0" 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR SIMPSON LSTA30 W/ N � 2x12 w/ 10d X 3" NAILS 2x4 #2 SYP CONT. w/ (2) @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE ABU POST BASE PER (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT O.C. MAX.; N BLOCKING @ 24" O.C. FRAMING PLAN FOR MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, N w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. WALL TO PRECAST USE (2) 1/4" TAPCONS NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING N STRAP AROUND w LINTEL w/ (2)ROWS OF ' `+ ' t (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) ui fn 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER SIDE VIEW @ BASE OF POST CONNECTION N 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 10d x 3" COMMON 2x BRG WALL, SEE z OVERLAP TOP PLATE 10d x 3" COMMON OPP. INTO TRUSS & (3) 12d EACH VERTICAL x a PLAN FOR STUD SIZE & Q i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x AT CORNER SIDE TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS VJ z LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D z U.N.O. < w J ti o F 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •Q 2x BLOCKING W 0Z < LL�0� w/ (2) 1/4" x 3 1/2" Z w/ (2) 1/4" x 3 1/2" NAIL BOTTOM PLATE U < 0 0 R o TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. �- 2x8 TO UNDER SIDE OF SIMPSON LSTA24 EACH Z (2) 2x TOP PLATE ROOF SHEATHING TO CORNER STUD00 �/ O a STUD ATTACH 2x TO VERTICALLY VERTICALLY 00 PRE -ENG. ROOF BUILT-UP W/ (2) PACK w/ (4) 10d NAILS r°n PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 4 - STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD co POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY 10d x 3" COMMON U.N.O. CONNECTION BUILDER BUILDER BUILDER WFl SECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL OPP. SIDE SO2 HEADER @ POCKET SLIDER w/ TRANSOM TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's 0 z U a U) 00 OUTSIDE (2) 2x4's ""�n - p w DOUBLE 2x8 TOP TOP PLATE TRANSITION INSIDE PLY NAILS NAILED AT 8" O/C PLATE (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=V-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � " SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. �.'J NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 U- O @3"O.C. _ _ z U z � t�2 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON o 'A' = NAIL SPACING IF - - 6 - - IT - -(1 - - TI- I I- I 201iF `SC,ge OV S'C ROOF SHEATHING, Lu = NAILS @ 3" O.C. k R� T ROOF SHEATHING 2v FiQ 10 FASTEN PER PLAN II I I II II II �- _ - I I - a m ~O �- O COMMON NING AILS @ 3O.0 PERIMETER w/ (2) ROWS OF 8d 1/2„ A 1/2 �FNc T,��S FASTEN PER PLAN <FtiCTy rRo _Ll- _Ll_ - - a(0z= OA_ S op &,q III WALL SHEATHING 0 w ® NAIL INT., W/ 8d COMMON NAILS @ 12" O.C. & NAIL - 0 0 0 Oy ti 2x4 FRAMING @ 24" III I I( I I I I I = EDGES 6 O.C. U.N.O. ON PLANS )�J III III 11 11 I SPLICE, SEE SPLICE DETAIL. MAX 1/8" 2 U5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III I I I I I I SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS NAILS AT JOINT III III I I PANELS z >_ ® PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4 O.C. PROVIDE (4)10d x3" III 3 I I I I I I I c HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT i PER -ENG TRUSSES TOP & BOTTOM 2x SCAB w/ 10d NAILS III TYP. III II II II Z) O STUD PER PLAN III AROUND III I I I I I I 2x STUDS BEYOND, � (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4" O.C. III OPENING III I I I I I I SEE PLAN FOR MORE w U- VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES INFO f- z O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA O z U Q CL W 00 z EDGE DISTANCE PER VVIL 0 IIIT 71 ---TI— r ROOF SHEATHING, 1/2"=V-0" 1/2"=l'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN III II I II II II c (2) 8d TOENAILS I I I II I LEDGER a w III II I II II II g= 0 I I I II I IJL ILL_11_®1L__IL. JU- o u)m —_lL O.C. cn0 Ng 2x4 BLOCKING PLACED FLOOR SYSTEM O SIN `" U CUT TO FIT 2x BOTTOM PLATE EACH END O.H. SIZE OPENING SIZE 1 BEYOND SEE PLAN CONDITION @ FRAME WALL 2x12 BOX HDR w/ 2x8's SHEATHING DIAGRAM +� % x X'V�F�lEXTERIOR SHEATHING SCHEDULE HTS20 CLIP FROM SIMPSON H3 CLIP 3/4"=1'-0" POST TO BEAM BLOCKING GYPSUM WALLBOARD ROOF SHEATHING, 1/2"=V-0" 1/2"=l'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER PER PLAN TO LEDGER SEE TRUSS PLAN FOR 2x4 PT LEDGER W/ BLOCKING @ 24" O.C. NAILING PER 1/4 x4 TAPCONS @ 12 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. SCHEDULE O.C. PLAN @ 24" O.C. w/ EXT. 2x4 BLOCKING PLACED SEE ELEV. FOR 2x BLOCKING W/ (2) SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE EACH END O.H. SIZE NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL F1 TYPICAL SCAB OVERHANG CONDITION @ FRAME WALL 2x12 BOX HDR w/ 2x8's NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF +� % x NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE HTS20 CLIP FROM SIMPSON H3 CLIP TOP & BOT., 2x8 TO POST TO BEAM REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR SIMPSON LSTA30 W/ OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 1/2"=V-0" 1/2"=l'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO uj 2x4 #2 SPF STUDS w/ (2) 1/4" X 4%" PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. LU -j SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. TO GABLE END STUDS w DOUBLE TOP PLATE ~ EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2' SIMPS. SDS MORE INFO & MORE INFO & w/ (2) 16d END NAILS @ 24" O.C. w/ EXT. •0 'e ® 14 ' ® fib B 0 �. '. SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION EACH END x J @ EACH STUD 12d NAILS @ EACH END NAILING SCHEDULE & 2x12 BOX HDR w/ 2x8's 12 12" O.C. +� % x SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP TOP & BOT., 2x8 TO POST TO BEAM 2x8 #2 SPF VERTICAL PRE-ENGINEERED 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR SIMPSON LSTA30 W/ TRUSS MEMBER 2x12 w/ 10d X 3" NAILS 2x4 #2 SYP CONT. w/ (2) @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE ABU POST BASE PER (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT O.C. MAX.; SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, CORNER CONDITIONS w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. WALL TO PRECAST USE (2) 1/4" TAPCONS NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF ' `+ ' t (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN TALLER STUD) ui fn 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER SIDE VIEW @ BASE OF POST CONNECTION SHINGLE ONLY 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x 2x BRG WALL, SEE z WALL OR TRUSS, SEE i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x a PLAN FOR STUD SIZE & Q i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i LINTELS TRUSS LINTELS FOR MORE INFO UNDER GIRDER TRUSS VJ MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN U.N.O. < w J ti o F 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. •Q 2x BLOCKING W 0Z < LL�0� w/ (2) 1/4" x 3 1/2" Z w/ (2) 1/4" x 3 1/2" J < 0 0 R o TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. �- 2x8 TO UNDER SIDE OF SIMPSON LSTA24 EACH Z (2) 2x TOP PLATE ROOF SHEATHING SPACED EVENLY �/ O SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER WFl SECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=l' -O" 3/4"=1'-0" 1/2"=V-0" 1/2"=l'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO uj BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ LU -j STRAP IS NOT REQUIRED. 16" O.C. MAX.; 2x8 #2 SPF VERTICAL TO GABLE END STUDS w w ~ EXTERIOR WALL/TRUSS (2) 1/4" X 3'/2' SIMPS. SDS I® •• " EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. @ 24" O.C. w/ EXT. •0 'e ® 14 ' ® fib B 0 �. '. MAX.; �— ROOF SHEATHING, LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT FASTEN PER PLAN NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) J NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT NAILING SCHEDULE & EXT. BEAM PER PLAN 12 12" O.C. Lu SEE PLAN HTS20 CLIP FROM SIMPSON H3 CLIP J POST TO BEAM SHEATHING PER PLAN PLAN VIEWTOP OF POST @ 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TRUSS MEMBER TO STUDS OR BEAIM w/ 2x4 #2 SYP CONT. w/ (2) PT POST PER PLAN (2) 1/4" X 4'/" SIMPS. CONV. FRAMED. ABU POST BASE PER SDS SCREWS @ 16"' MEMBERS ONLY PLAN O.C. MAX.; 5/8" THREADED ROD w/ TO GABLE END STUDS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, NUT SET IN ADHESIVE w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. USE (2) 1/4" TAPCONS SDS SCREWS @ 16° FASCIA PER POCKET SGD a O.C. MAX.; COMMUNITY SPECS SEE FOUNDATION TO MASONRY w/2x!4 PT 2x4 SYP PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED 24" O.C. INFO x 2 3/4 TAPCONS @12 ROOF TRUSSES @ 24" `' O.C. O.C. MAX. O U SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SO4 HEADER @ POCKET SLIDER (CDO CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL WOOD/MASONRY 3/4"=1'-0" I \�% 1/2"=1'-0" 1 LEDGER C@- LOW ROOF SEE TRUSS PLAN FOR MORE INFO & CONNECTION I-- 10dx3" 10d x 3" OPP. SIDE kNCE PER 1/2"=1'-0" � 11 L~ Z 04 Z�0 0ZJ V) <w U) O 1 h O LLo O � C4 U 0 �i �.� -WLLJ )_j >_0 = 0 0 0- STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC -- JOB No. TM'°- 22138' SANFO RD SCALE: AS INDICATED O) DATE: 4/26/2016 #'16`1625 SD4 W w uj N U N Q LU -j D Z O 2x8 #2 SPF VERTICAL s w ~ W I® •• " N LINTEL PER PLANI— @ 24" O.C. w/ EXT. •0 'e ® 14 ' ® fib B 0 �. '. a W o o z z �— ROOF SHEATHING, ® Q FASTEN PER PLAN SHEATHING PERO cr m 1-4 J V NAILING SCHEDULE & NAILING SCHEDULE & Lu (4) 12d NAILS EACH J TRUSS MEMBER TRUSS MEMBER 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS EA. STUD OR TRUSS O MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, �pr�tY USE (2) 1/4" TAPCONS EACH VERTICAL POCKET SGD M N w/ MIN. 2" EMBED. @ U �j 0 24" O.C. z `' BUILDER O U z O TRUSS PER PLAN o SO4 HEADER @ POCKET SLIDER . z WOOD/MASONRY z WALL OR TRUSS, SEE o 0��� PLAN (TRUSS SHOWN) Q � am 1-1/2"=1'-0" VJ J 0 O < w J ti o 11) Lo wti u Z Hr>ti E W 0Z < LL�0� Z o U E=ou'� O �LuZ! y J < 0 0 R o Q mo S c M E .. �- 2x8 TO UNDER SIDE OF Z z ¢ U) z z E ¢ ROOF SHEATHING �/ O L 0 z 0u;a 1/2"=1'-0" � 11 L~ Z 04 Z�0 0ZJ V) <w U) O 1 h O LLo O � C4 U 0 �i �.� -WLLJ )_j >_0 = 0 0 0- STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC -- JOB No. TM'°- 22138' SANFO RD SCALE: AS INDICATED O) DATE: 4/26/2016 #'16`1625 SD4 uj N U N Q LU -j D Z O 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL ~ W @ 24" O.C. w/ EXT. LINTEL PER PLANI— @ 24" O.C. w/ EXT. SHEATHING PER SHEATHING PERO W V NAILING SCHEDULE & NAILING SCHEDULE & Lu (4) 12d NAILS EACH (4) 12d NAILS EACH TRUSS MEMBER TRUSS MEMBER (n 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER o 1/2"=1'-0" � 11 L~ Z 04 Z�0 0ZJ V) <w U) O 1 h O LLo O � C4 U 0 �i �.� -WLLJ )_j >_0 = 0 0 0- STRUCTURAL ENG: BED DRAFTING: -STRUCT: JRH QC CHECK: CC -- JOB No. TM'°- 22138' SANFO RD SCALE: AS INDICATED O) DATE: 4/26/2016 #'16`1625 SD4 RECORD COPY #16-1625 3009t ?.-tiSS LANE