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HomeMy WebLinkAbout241 Big Spring Ter 16-2311 (a)- THORNBROOKE 40s AMESBURY - 1588 - ELEVATION GARAGE LEFT THORNBROOKE 40's COMMUNITY SPECIFIC STANDARD SPECIFICATIONS MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 150 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI, REDRAW NOTES PLAN REVISIONS 01-21-16 CREATED LOT 5PECIFIC PLAN FOR LOT 109 IN THORNBROOKE 40s ELEVATION "A" GARAGE LEFT W/ PLAN OPTIONS INCLUDING: CALIFORNIA COUNTERTOP, LANAI EXTEN510N, 5ECOND 51NK AT MASTER BATH, R-38 IN5ULATION, KITCHEN UPPER AND BA5E CABINET5 OPTION AND CEILING FAN PRE-WIRE5. GENERAL CON5TRUCTION NOTE5: CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIXES OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. CEILING CON5TRUCTION: L THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE65 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 LESS THAN 5/8 INCH 1159 ) TYPE "X" GYPSUM BOARD OR EQUIVALENT WHERE . mm THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 81023.5. EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5-C.R. - 5TH EDITION (2014) R103.6.1 AND ASTM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH II GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R 5TH EDITION (2014) 8103.6.2 AND ASTM C 926. PER F,B.C.R, 5TH EDITION (2014) R103.62J WEEP SCREEDS SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO51ON-RE5I6TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RESISTANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SGREED. PER F.B.C.R 5TH EDITION (2014) 8103.63 WATER-RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH A5TM G 926. 5TUNT J INT CCO CO ROL 0 5: 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 SF. AND DELINEATE AREAS NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED I8 FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO I. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: D�I D �� I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR: THE WINDOW MUST HAVE A MAXIMUM IRA OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND COV -GENERAL NOTES, INDEX, SPECIFICATIONS 2. ROOF APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED 1 - SLAB INTERFACE PLAN CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. 2A1 — FLOOR PLAN NOTES WINDOW IN5TALLATION: I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION 1N5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 2A2 - FLOOR PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: • • x w 150 STATE STREET EAST OLD.SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 r�-�- U1 LO rto 0 0 LO ��I.�, w .v � Q MM 0 3 0) T+ ',�i� E �� •....��'•� •` Lm> > J N L ` ooh, O - w 0 0 :9° -0 ` 03 Co 8.39 a •.. E �� �N J ` y 00 ^. z Cm v tt Ii11 �� O RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD IS DETERMINED IN ACCORDANCE WITH 2A2 - FLOOR PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: Q DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OLD.SMAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&COM TAMPA • DENVER EST. 1994 r�-�- 2A2 - FLOOR PLAN DIMENSIONS DWELLING / GARAGE OPENINGS: Q /\ DETAILS THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (S.C.) OR HONEYCOMB V DETA C INTERIOR E L E\ / ATIONS ti co2 , CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CLOSING DEVICE. �+r � 3A1 - FRONT ELEVATION FLOOD ZONE REQUIREMENTS: w .v PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 3A2 - SIDE AND REAR ELEVATIONS ROOF PLAN A5PHALT 6HINGLE5 (IF APPLICABLE) Q : ',�i� I. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT 5HINGLE5 SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 89052.6.1. 3A3- FLASHING DETAILS 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF 5LOPE5 OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF 5LOPE5 FROM TWO UNITS VERTICAL IN �� •....��'•� •` 2 : 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE II, 3A4 -FLASHING DETAILS ASTM D 4869, TYPE II OR TYPE IV OR ASTM D 6151 15 REQUIRED IN ACCORDANCE WITH SECTION R9052.1� FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL O - w j z ` (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 4 - ELECTRICAL PLAN 89052.1. a •.. 0 w` CLAY AND 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR tt Ii11 �� O RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VABD IS DETERMINED IN ACCORDANCE WITH SECTION 83012.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) 8905.33 SHALL CONFORM WITH A5TM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM D 1910 OR A5TM D 6380, GLASS M MINERAL 5URFACED 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 VAw IS DETERMINED IN ACCORDANCE WITH SECTION 8301.2.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. CHIMNEY HEIGHT REQUIREMENTS (IF APPLICABLE): 1. WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY 1r°%IST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER. TUB AND SHOWER AREA5:I nCOTLD COPY I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, 01325, OR C1118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: O I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB ON GRADE FLOORS SHALL NOT BE OF CELLULOSE CONTAINING MATERIALS. IF SOIL TREATMENT IS USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB USING A NON -CORROSIVE 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 RI,5ER8 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT REVIEWED FOR CODE GOMPUANGE 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 LESS THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. ____ PLANS EXAMINER a MECHANICAL AND HVAC: DATE L ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, 00) rt,001 SANFORD BUILDING DIVISION 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 51DE TO SERVICE AN APPLIANCE. O 0 A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. X26 GAUGE (0.48 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEM$ SHALL BE RAISED AT LEAST 3 INGWIES (16 mm) ABOVE THE FINISHED GRADE AND SHALL AL50 CONFORM TO CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. >7 REQUIRING A CORRECTION OF ERRORS IN PLANS, 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL CONSTRUCTION OR VIOLATIONS OF THIS CODE OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS MI411.3. COMPACTION 'PEST EXHAU5T FAN5 AND VENTING: REQUIRED 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, Results to be Verified SOFFIT, RIDGE VENT OR CRAWL SPACE. at Slab Inspection 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE51DENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER AREA5 IN51DE THE BUILDING. -r*-�--� 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYE0 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 25 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ik RAD) BEND. THE 1588 MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND nSANFORD, LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER • FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS, WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCE551BLE FROM THE ROOM IN WHICH THE DRYER �FPARI 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 6 - 2 3 EXHAUST SYSTEM IS 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 ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD RESPONSIBLE. REV. 10-14-2015 144" VV 16'-0" �-, W x m V.. Im 150 STATE STREET EAST OLDSMA11, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + ]DENVER- ENVEREST. /r r to J 0 G,C. VERIFY ACRYLIC C t0 o JON fA1 Dcsomcoo pll QII ON LANAI - QII QII U U U U N .'.- N ELEVATION ooLL a3'-6"x3'-611 a -0r, O 0'-4" Ec00 A/C PAD I' 2" 6'-211 8'-811 cy J (VERIFY ZNfov 000-11 LOCATION) 11/2" RECESS FOR 56D. 4" P.Y.G. e REFERENCE 14.5 - ELEVATION M GARDEN�ij TUB TILE SEAT NK D.W. / \ ABv. wi pISP v I � � M HEAD n. ELEVATION r, Ili 6' 0" 3'-4" 11' 9" IOPT. I REE. I L_L L T all PROVIDE WATER LINE FOR ICE MAKER d - � � I II 21- II 2 0 8 21- II 9 II 22I1 > II II REFERENCE Ii ELEVATION l ( LAV.) w 0'-0" 26 U1AL - N 4'-8" 12'-7 21.111 10'-811 411 P.V.G. 5' -6"x2' -6"x2'-6" H. 3/4" P.V.G. CONDENSATION A/H PLATFORM ABV. BY PLUMBER TH. I AIHDRAIN :N 3/4" RECE55 i i FOR ENTRY DR i i 811 14' -II" 314" 4'-3" 2'-I" 3'-811 811 ELEVATION REFERENCE (-J 6411 OL ELEVATION = f—('_)`0_-''-011 ELEVATION i io 00'4" r -------GJ.---------------�-- ------------------ C=I- I— OPT.-IrOPT. 8" C.M.U.----,,I PRYER I I WASHER T WALL ABV. L _ — 8" 18'-811( QII 5'-811 V 4'-411 HB_ i � i PAVERS Q i � � v M e --- �-, rZ ce) ai T a 00 C., co -� ® z c L1.1 v Q � J u- m``\\\1Iuirrr AA, �y1 o Q 0 Poo„s S .- c`c • O� Z O 00 ot o V) c) >= 00 O 0 TAYLOR MORR16ON USES "�•°•"°°"•"'�"�” BORA-CARE TO TREAT THE • INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN 1588 TERMITES • * * * * * * (SANFORD NG,•TI TLE • SLAB INTERFACE PLAN 0 PAVER DRIVE / LEAD WALK 3A2 G.C. VERIFY THAT DECO DRAIN FPAR IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 2411 I6' -0'I 21-011 I-011 8'-011 -0" * * * * * * #' 6 - 2 20'-011 101-011 30'•011 SLAB IPLAN SCALE: 1/4" = I1 01I GARAGE LEFT W x m V.. Im 150 STATE STREET EAST OLDSMA11, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + ]DENVER- ENVEREST. /r r to J 0 C t0 o JON fA1 Dcsomcoo YI sm N .'.- N ooLL 00 a -0r, Ec00 Y OI cy J �+ ZNfov 000-11 rZ ce) ai T a 00 C., co -� ® z c L1.1 v Q � J u- m``\\\1Iuirrr AA, �y1 o Q 0 Poo„s S .- c`c • O� Z O 00 ot o V) c) >= 00 O 0 TAYLOR MORR16ON USES "�•°•"°°"•"'�"�” BORA-CARE TO TREAT THE • INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN 1588 TERMITES • * * * * * * (SANFORD NG,•TI TLE • SLAB INTERFACE PLAN 0 PAVER DRIVE / LEAD WALK 3A2 G.C. VERIFY THAT DECO DRAIN FPAR IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 2411 I6' -0'I 21-011 I-011 8'-011 -0" * * * * * * #' 6 - 2 20'-011 101-011 30'•011 SLAB IPLAN SCALE: 1/4" = I1 01I GARAGE LEFT W DAVIS BEWS DESIGN GROVP Im 150 STATE STREET EAST OLDSMA11, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA + ]DENVER- ENVEREST. EST.1994 (F rZ ce) ai T a 00 C., co -� ® z c L1.1 v Q � J u- m``\\\1Iuirrr AA, �y1 o Q 0 Poo„s S .- c`c • O� Z O 00 ot o V) c) >= 00 O 0 TAYLOR MORR16ON USES "�•°•"°°"•"'�"�” BORA-CARE TO TREAT THE • INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN 1588 TERMITES • * * * * * * (SANFORD NG,•TI TLE • SLAB INTERFACE PLAN 0 PAVER DRIVE / LEAD WALK 3A2 G.C. VERIFY THAT DECO DRAIN FPAR IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 2411 I6' -0'I 21-011 I-011 8'-011 -0" * * * * * * #' 6 - 2 20'-011 101-011 30'•011 SLAB IPLAN SCALE: 1/4" = I1 01I GARAGE LEFT W • Im rZ ce) ai T a 00 C., co -� ® z c L1.1 v Q � J u- m``\\\1Iuirrr AA, �y1 o Q 0 Poo„s S .- c`c • O� Z O 00 ot o V) c) >= 00 O 0 TAYLOR MORR16ON USES "�•°•"°°"•"'�"�” BORA-CARE TO TREAT THE • INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN 1588 TERMITES • * * * * * * (SANFORD NG,•TI TLE • SLAB INTERFACE PLAN 0 PAVER DRIVE / LEAD WALK 3A2 G.C. VERIFY THAT DECO DRAIN FPAR IS INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE 2411 I6' -0'I 21-011 I-011 8'-011 -0" * * * * * * #' 6 - 2 20'-011 101-011 30'•011 SLAB IPLAN SCALE: 1/4" = I1 01I GARAGE LEFT ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH 8310 PER F.B.C.R - 5TH EDITION (2014). oil TTUB DECK 2 8x6 8 I i 33" H. KNEE SHEET 2C) ..�.� oil WALL = e — — — — —_ 2x8 WALL 94 , �� z GARDEN CLG. I z a } EE -1E / L_ O.H.G. TUB I ie ie o 1/I/\ TEMP. GL. ON 6" H. LOW WALL W/ MARBLE y 16 C 36"x22" I SINK po 0 CAP (SEE DETAIL I ATTIC I I W/ D15P ON SHEET zc) ACGE55 I KITCHEN VENT NooD M.BATH a I 9'-4" FLAT CLG; O TO EXTERIOR CLG. �LLJ, i `� HEAD �- — — CABINETS 24" GL• 2 - R/S (SEE PARITAL PLAN n = ON SHEET 2C) I'-8" H. AFF � D C TILE SEAT I zc BRKFST T.O.M. TYPICAL MASONRY • • x 2 WINDOW SCHEDULE 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE %JVER. 9'-41 WINDOW WIDTHS �C '314' 2011 2111 3111 5311 OM co AFF. WINDOW CALL -OUTS cz o MAIN FLOOR DIMENSIONS ----------------- 0 C0 (D 2611 12 5H 1/2 32 SN 22 SN 32 5N W i 36" H. iL- a) Y0 8) 16'-0"x6'-8" ON LANAI J 22" H. I (SEE DETAIL ON 3'-6°x3'-6" z Q = 39" 13 5N 1/2 33 5H 23 5N 33 5N J (VERIFY (2) 26 SH. ( r.OM. 0 51" 14 SN 1/2 34 5N 24 SN 34 SN * EGRE55 6-06-0 TEMP. 56D. HD, AT 8'-0" z 6311 0 15 SN 1/2 35 5N 25 5N 35 5N H Z 12" 16 5N 1/2 36 5N 26 5N 36 5N G.C. VERIFY MA50NRY OPENINGS FOR ALL WINDOWS, uj WINDOW SIZES AND INSTALLATION MAY VARY PER MANUFACTURER AND SPECIFICATIONS. 0 REFER TO FLOOR PLANS FOR STYLE OF WINDOW USED (SINGLE HUNG -51-1, CASEMENT- C5MT, OR FIXED GLASS- F.G.) oil TTUB DECK 2 8x6 8 I i 33" H. KNEE SHEET 2C) ..�.� oil WALL = e — — — — —_ 2x8 WALL 94 , �� z GARDEN CLG. I z a } EE -1E / L_ O.H.G. TUB I ie ie o 1/I/\ TEMP. GL. ON 6" H. LOW WALL W/ MARBLE y 16 C 36"x22" I SINK po 0 CAP (SEE DETAIL I ATTIC I I W/ D15P ON SHEET zc) ACGE55 I KITCHEN VENT NooD M.BATH a I 9'-4" FLAT CLG; O TO EXTERIOR CLG. �LLJ, i `� HEAD �- — — CABINETS 24" GL• 2 - R/S (SEE PARITAL PLAN n = ON SHEET 2C) I'-8" H. AFF � D C TILE SEAT I zc BRKFST T.O.M. • • x 2 T.O.M. 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE %JVER. 9'-41 B. OF LINTEL '314' -100 AFF. AT 84" A.F.F. ♦A V/ OM co AFF. REFER TO SHEET 2A2 FOR •� 62:JN 9'-4" FLAT CLG. 9'-4" FLAT CLG. cz o MAIN FLOOR DIMENSIONS ----------------- 0 C0 LANAI G.c. VERIFY ACRYLIC i 36" H. iL- a) Y0 8) 16'-0"x6'-8" ON LANAI J 22" H. I (SEE DETAIL ON 3'-6°x3'-6" z Q i 9'-4" PLT. HT. 4j0(020 A/C PAD (VERIFY (2) 26 SH. ( r.OM. LOCATION) HD. AT 8'-0" o «- m a I (2) 26 TEMP. 5H. ( 9 4 * EGRE55 6-06-0 TEMP. 56D. HD, AT 8'-0" oil TTUB DECK 2 8x6 8 I i 33" H. KNEE SHEET 2C) ..�.� oil WALL = e — — — — —_ 2x8 WALL 94 , �� z GARDEN CLG. I z a } EE -1E / L_ O.H.G. TUB I ie ie o 1/I/\ TEMP. GL. ON 6" H. LOW WALL W/ MARBLE y 16 C 36"x22" I SINK po 0 CAP (SEE DETAIL I ATTIC I I W/ D15P ON SHEET zc) ACGE55 I KITCHEN VENT NooD M.BATH a I 9'-4" FLAT CLG; O TO EXTERIOR CLG. �LLJ, i `� HEAD �- — — CABINETS 24" GL• 2 - R/S (SEE PARITAL PLAN n = ON SHEET 2C) I'-8" H. AFF � D C TILE SEAT I zc BRKFST • • x 2 co 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE %JVER. C r LO Joao 0 -100 MASTER SUITE FAMILY ROOM ♦A V/ OM co 13'-10"x12'-0" 14'-8"x13'-4" N$. •� 62:JN 9'-4" FLAT CLG. 9'-4" FLAT CLG. cz o • 0 C0 a �o i 36" H. iL- a) Y0 8) COUNTERTOP I t0*m 600 22" H. I (SEE DETAIL ON oil TTUB DECK 2 8x6 8 I i 33" H. KNEE SHEET 2C) ..�.� oil WALL = e — — — — —_ 2x8 WALL 94 , �� z GARDEN CLG. I z a } EE -1E / L_ O.H.G. TUB I ie ie o 1/I/\ TEMP. GL. ON 6" H. LOW WALL W/ MARBLE y 16 C 36"x22" I SINK po 0 CAP (SEE DETAIL I ATTIC I I W/ D15P ON SHEET zc) ACGE55 I KITCHEN VENT NooD M.BATH a I 9'-4" FLAT CLG; O TO EXTERIOR CLG. �LLJ, i `� HEAD �- — — CABINETS 24" GL• 2 - R/S (SEE PARITAL PLAN n = ON SHEET 2C) I'-8" H. AFF � D C TILE SEAT I zc BRKFST • • x 2 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE %JVER. C r LO Joao 0 -100 ♦A V/ OM co •� 62:JN V/ T • 0 C0 -i co 3�E iL- a) Y0 8) t0*m 600 4j0(020 oil TTUB DECK 2 8x6 8 I i 33" H. KNEE SHEET 2C) ..�.� oil WALL = e — — — — —_ 2x8 WALL 94 , �� z GARDEN CLG. I z a } EE -1E / L_ O.H.G. TUB I ie ie o 1/I/\ TEMP. GL. ON 6" H. LOW WALL W/ MARBLE y 16 C 36"x22" I SINK po 0 CAP (SEE DETAIL I ATTIC I I W/ D15P ON SHEET zc) ACGE55 I KITCHEN VENT NooD M.BATH a I 9'-4" FLAT CLG; O TO EXTERIOR CLG. �LLJ, i `� HEAD �- — — CABINETS 24" GL• 2 - R/S (SEE PARITAL PLAN n = ON SHEET 2C) I'-8" H. AFF � D C TILE SEAT I zc BRKFST Q I o 9'-4" FLAT o -BEDROOM 2 s I OPT, CLG. Q w ©, 10'_8"x10'-4" � � � z — — M p c,� Q•� 9'-4" FLAT CLG. — — — O.H.C. ,C PLANT SHELFffN Cb TOP AT 8'-0'I �o Q c v _ = DINING ROOM q 15'-4"x10'-6" ro a, T 9'-4" FLAT CLG. l 'K d .Z a t �Ci 10 ULco b LL BATH z8x6s �� ca d - Q - Z z om 9'4II VINYL CPT. g'.4 �, _ j O CLG. CLG. •. 32" H. I •. .• < VANITY I I ••* ..P `' , p LAY. ::f I 1+fH111111� o LIVING ROOM _ 15 -4 x10 -6' "' ovc 9'-4" FLAT CLG. NOTE: I ALL INTERIOR ANGLE BEDROOM 3 I WALLS ARE AT 45 9'-4" x10'-0"flxI 2C = 9'-4" FLAT CLG. «' � �� Ia C1 I NICHE G.C. VERIFY THAT ALL 0 PLANT SHELF BUILT-IN NICHES HAVE TOP AT 8 0 11 I ROUNDED COWER BEAD V L. INSULATE WALL A/H (� W.H. A/H PLATFORM z 54"x22" ATTIC FLUSH FRAME TO FURRING a ACCESS �, CN 2c L - — — J UTIL. 1 2x FRAMING 0 9'-4" I (TYP. AT DOOR) 2-8x6-8 S.C. GLG, I G.C. VERIFY FOR GARAGE W/ CLOSER HANSEN I R-38 CEILING INSULATION 18'-8"x20'-0" — — BOX ENTRY z 9'-4" PLT. HT. COPT. 11 -OPT. 1 13'-411 PLT. HT. I Lu REFER TO SHEET 2A2 FOR o DRYER WASHER a , N I -- — I ( I _ MAIN FLOOR DIMENSIONS o'T a p DRYER VENT L -18H. 1 L r_ J (SEE DETAIL) LINE OF GARAGE DOOR IN OPEN POSITION oI-------------------'2x6WAL0 2020 F.G. >- I G.C. VERIFY DRYER HD. AT 6'4" I SqA,fi VENT BOOSTER FAN O'4 REQUIRED I PAVERS HATCHING LEGEND °��� �� • I I �»E N.B. I I INSULATE WALL 1588# 16 2 1 1 o I 1r.011. BOT t.O r.orl. 9' 9A HEADER AT 9' 41. TITLE • O I 16-0x1 0 O.H. GARAGE DOOR I AFF. 8'-0" AFF, AFF: LIVING 1588 S.E. MAIN FLOOR PLAN NOTES GARAGE 403 S.P. LANAI 107 5F. - PAVER aRIVE / LEAD WALK Aa ENTRY 7(o S.F. _ 3A2 TOTAL SQ. FT. 2174 5.1=. - MAIN FLOOR PLAN NOTES GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET FAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.92.5.1800 FAX W W W.DAVISBEWS.COM TAMPA • DE %JVER. EST. 1994 Q I o 9'-4" FLAT o -BEDROOM 2 s I OPT, CLG. Q w ©, 10'_8"x10'-4" � � � z — — M p c,� Q•� 9'-4" FLAT CLG. — — — O.H.C. ,C PLANT SHELFffN Cb TOP AT 8'-0'I �o Q c v _ = DINING ROOM q 15'-4"x10'-6" ro a, T 9'-4" FLAT CLG. l 'K d .Z a t �Ci 10 ULco b LL BATH z8x6s �� ca d - Q - Z z om 9'4II VINYL CPT. g'.4 �, _ j O CLG. CLG. •. 32" H. I •. .• < VANITY I I ••* ..P `' , p LAY. ::f I 1+fH111111� o LIVING ROOM _ 15 -4 x10 -6' "' ovc 9'-4" FLAT CLG. NOTE: I ALL INTERIOR ANGLE BEDROOM 3 I WALLS ARE AT 45 9'-4" x10'-0"flxI 2C = 9'-4" FLAT CLG. «' � �� Ia C1 I NICHE G.C. VERIFY THAT ALL 0 PLANT SHELF BUILT-IN NICHES HAVE TOP AT 8 0 11 I ROUNDED COWER BEAD V L. INSULATE WALL A/H (� W.H. A/H PLATFORM z 54"x22" ATTIC FLUSH FRAME TO FURRING a ACCESS �, CN 2c L - — — J UTIL. 1 2x FRAMING 0 9'-4" I (TYP. AT DOOR) 2-8x6-8 S.C. GLG, I G.C. VERIFY FOR GARAGE W/ CLOSER HANSEN I R-38 CEILING INSULATION 18'-8"x20'-0" — — BOX ENTRY z 9'-4" PLT. HT. COPT. 11 -OPT. 1 13'-411 PLT. HT. I Lu REFER TO SHEET 2A2 FOR o DRYER WASHER a , N I -- — I ( I _ MAIN FLOOR DIMENSIONS o'T a p DRYER VENT L -18H. 1 L r_ J (SEE DETAIL) LINE OF GARAGE DOOR IN OPEN POSITION oI-------------------'2x6WAL0 2020 F.G. >- I G.C. VERIFY DRYER HD. AT 6'4" I SqA,fi VENT BOOSTER FAN O'4 REQUIRED I PAVERS HATCHING LEGEND °��� �� • I I �»E N.B. I I INSULATE WALL 1588# 16 2 1 1 o I 1r.011. BOT t.O r.orl. 9' 9A HEADER AT 9' 41. TITLE • O I 16-0x1 0 O.H. GARAGE DOOR I AFF. 8'-0" AFF, AFF: LIVING 1588 S.E. MAIN FLOOR PLAN NOTES GARAGE 403 S.P. LANAI 107 5F. - PAVER aRIVE / LEAD WALK Aa ENTRY 7(o S.F. _ 3A2 TOTAL SQ. FT. 2174 5.1=. - MAIN FLOOR PLAN NOTES GARAGE LEFT REFER TO SHEET 2AI FOR MAIN FLOOR NOTING a r 30'-0" F 144" 16' 0" • • x ro w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER a EST. 1994 G—— r0 004)0 "v to `A cA v i 0 M N ">;JLo N ooill. . 0 0 U -0oJC0 LANAI L C4 -j (D V 00 -2" M.O. 1'-4 1 411 C((1 n ZNCa 11 MASTER SUITE FAMILY ROOM H.6. N N ------------- I _ M II I N aN 0 2'-0° I 5'-8"4'-0" 3' 6" EE o I I o _ o IL KITCHEN _ M. BATH = doll I' 2" 41-011 3'-1" 11-311 m N I14I BEDROOM 2 � BRKFST I DINING ROOM �r n, 11'-4" 1'-2' 4'-011 10'-10" eA �,'T BATH 2 3'-6" 5'-8" I'-6" `� 3'-4" 16'-0" oII e II M _ LIVING ROOM I BEDROOM 3 r-4" 11I e-, � I o N I1'-3" 2' I" 6'-4" '— 3'-8" M.O. 8" GARAGE - - II I' a.. = -- ----------- ------i 4'-4" I 51.811 4'-4 n. REFER TO SHEET 2AI FOR T-0" I6'-0" M.O. 24" -0" 8'-0" 1.011 MAIN FLOOR NOTING 20'-0" J08NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED • • x ro w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER a EST. 1994 G—— r0 004)0 0 to i 0 M N ">;JLo N ooill. . 0 0 U -0oJC0 L C4 -j (D V 00 C((1 n ZNCa 11 J08NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED N 00 r+y faci Q 4 `••• ••� _ �r;� LL2 ; �C a I..L J �U . 1588 w�LC7lN�, • • SANFORD TITLE • MAIN FLOOR PLAN 4- DIMENSIONS SAA RTM� ##16.2311 - =Mona MAIN LOOR PLAN DIMENSIONS GARAGE LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813. 925. 1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER a EST. 1994 G—— N 00 r+y faci Q 4 `••• ••� _ �r;� LL2 ; �C a I..L J �U . 1588 w�LC7lN�, • • SANFORD TITLE • MAIN FLOOR PLAN 4- DIMENSIONS SAA RTM� ##16.2311 - =Mona MAIN LOOR PLAN DIMENSIONS GARAGE LEFT TRU55E5 VN4PIIIVi� ATTIC ACCESS DETAIL 5CALE: 1/2" - I'-0" G.C. VERIFY 5HIM A5 POP-UP OUTLETS REQ'D. rlto 00 00 — co 9 p. CASING i O's0) 2x 5TUp5 (PER 5TD. PLAN) 5A5E CABINET 1116" 0,58. BACKING I/2" DRYWALL CALI. TOP SCALE: 1/2" = I'-0" TRU55E5 VN4PIIIVi� ATTIC ACCESS DETAIL 5CALE: 1/2" - I'-0" LIVING NICHE A SCALE: I/4"= I' TRU5S GIRDER 1'-0' WIRE FG 5HELF DRYER VENT W FE D DRYER BOX DRYER DETAIL C SCALE: I/4" = I'•0" • K m PLANT SHELF — rlto 00 00 — co 9 TO MA5TER 5UITE NICHE i O's0) l) 4" M N M Lo LL b'V h 00? LIVING NICHE A SCALE: I/4"= I' TRU5S GIRDER 1'-0' WIRE FG 5HELF DRYER VENT W FE D DRYER BOX DRYER DETAIL C SCALE: I/4" = I'•0" 00 I� r, KITCHEN WALLco � `4•� ':�= I ulQ : Z O " /1. 06.0*� a ```�♦♦ W ' 12" DEEP rvi BA5E CABINETS O 0 CABINET SPACE I� TEMP. 12" DEEP BASE rtoo CAP GLA55 CA UPPER � CABINETS 0 PLYl000p TUB DECK p — J $HOWER O RECE55 TUB /SHOWER PARTIAL FLOOR PLAN • LOW—WALL DETAIL AT CABINETS • SCALE: 1/2" - I'-0" 5CALE: 1/4" . 14" 1588 C ': ; # #31� PLAN DETAILS- 5CALE: 1/4" = I4" GARAGE LEFT • K m PLANT SHELF — rlto 00 00 — co 9 TO MA5TER 5UITE i O's0) .� N N M Lo LL b'V h 00? 00 I� r, KITCHEN WALLco � `4•� ':�= I ulQ : Z O " /1. 06.0*� a ```�♦♦ W ' 12" DEEP rvi BA5E CABINETS O 0 CABINET SPACE I� TEMP. 12" DEEP BASE rtoo CAP GLA55 CA UPPER � CABINETS 0 PLYl000p TUB DECK p — J $HOWER O RECE55 TUB /SHOWER PARTIAL FLOOR PLAN • LOW—WALL DETAIL AT CABINETS • SCALE: 1/2" - I'-0" 5CALE: 1/4" . 14" 1588 C ': ; # #31� PLAN DETAILS- 5CALE: 1/4" = I4" GARAGE LEFT • K m DAVIS BEWS DESIGN GROVP rlto 00 00 EST. 1994 J O to JM�Qj i O's0) .� N N M Lo LL b'V h 00? o= Co E ftl LJ+'tp Opcc�I� ZNLsI' 00 I� r, KITCHEN WALLco � `4•� ':�= I ulQ : Z O " /1. 06.0*� a ```�♦♦ W ' 12" DEEP rvi BA5E CABINETS O 0 CABINET SPACE I� TEMP. 12" DEEP BASE rtoo CAP GLA55 CA UPPER � CABINETS 0 PLYl000p TUB DECK p — J $HOWER O RECE55 TUB /SHOWER PARTIAL FLOOR PLAN • LOW—WALL DETAIL AT CABINETS • SCALE: 1/2" - I'-0" 5CALE: 1/4" . 14" 1588 C ': ; # #31� PLAN DETAILS- 5CALE: 1/4" = I4" GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAk FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 00 I� r, KITCHEN WALLco � `4•� ':�= I ulQ : Z O " /1. 06.0*� a ```�♦♦ W ' 12" DEEP rvi BA5E CABINETS O 0 CABINET SPACE I� TEMP. 12" DEEP BASE rtoo CAP GLA55 CA UPPER � CABINETS 0 PLYl000p TUB DECK p — J $HOWER O RECE55 TUB /SHOWER PARTIAL FLOOR PLAN • LOW—WALL DETAIL AT CABINETS • SCALE: 1/2" - I'-0" 5CALE: 1/4" . 14" 1588 C ': ; # #31� PLAN DETAILS- 5CALE: 1/4" = I4" GARAGE LEFT 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H �— TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREIMENT5 TO BE PER F.B.C.R - 5TH 3/4" EDITION (2014) R103b.1 AND A51M C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R - 5TH EDITION (2014) R103b2 AND 45TM C 926, TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER FB.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER FB.C.R - 5TH EDITION (2014) R3122 4.. 6.. SMALL LARGE DECORATIVE KEYSTONE D ETAI L SCALE: 1/2" = I'-0" JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED • • • x 0 LSO STATE STREET EAST OL DSMAR, FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST.1994 F - Lo 00100 oto _jMh�, (� i o =Mrn to co >>JN 6 6 LL 0 0 9 z'o^ 0-1 (c(�0 � e '•D) L -� 0 V OO �. zN�0 JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED • • OF I 10" DECORATIVE RIDGE DIAMOND BANDING STUCCO SHINGLE 12 12 FIN15H ROOF 7e, 6" 5.9 12 f G.C. VERIFY ALUMINUM �.., 6 BANDING Q 5.9 SMALL FASCIA OVER 2x6 SHINGLE 5UB-FASCIA (TYPICAL) 6 BANDING 0i ROOF DECORATIVE aa KEYSTONE (SEE T.O.M. DETAIL) T.O.M- . NN LL 4" BANDING . ,' o W CD TEXTURED ITYP:) 00f : , � , FINISH 2" BANDING z S ITYPJ 45; 5r ❑ ❑ ❑ ❑ ❑ ❑ ❑ F.G TEXTURED ��� ••e** ZVI.0 FINISH b, �i��, pFi . �•� 6" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑5Q rTYP.) ❑❑❑❑�T BANDING (TYPJ FIN15H FLOOR LINE _ _ FINISH FLOOR LINE © COPYRIGHT 2014, TAYLOR MORR15ON LARGE DECORATIVE " 4" AN GRADE LINE 6 BANDING 4 BANDING BANDING (ASSUMED) KEYSTONE (SEE DETAIL (TYP.) (TYR) FRONT ELEVATION - SCALE: 1/4" , 1'-0" 0 0*1 c) 0 >m 1588 ���4DINC • TITLE • FRONT ELEVATION SANF©gyp DETAILS 2 GG V • SHEET • ELEVATION "All 3A1 GARAGE LEFT ip. DAVIS BEWS DESIGN GROVP LSO STATE STREET EAST OL DSMAR, FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER FST.1994 F - OF I 10" DECORATIVE RIDGE DIAMOND BANDING STUCCO SHINGLE 12 12 FIN15H ROOF 7e, 6" 5.9 12 f G.C. VERIFY ALUMINUM �.., 6 BANDING Q 5.9 SMALL FASCIA OVER 2x6 SHINGLE 5UB-FASCIA (TYPICAL) 6 BANDING 0i ROOF DECORATIVE aa KEYSTONE (SEE T.O.M. DETAIL) T.O.M- . NN LL 4" BANDING . ,' o W CD TEXTURED ITYP:) 00f : , � , FINISH 2" BANDING z S ITYPJ 45; 5r ❑ ❑ ❑ ❑ ❑ ❑ ❑ F.G TEXTURED ��� ••e** ZVI.0 FINISH b, �i��, pFi . �•� 6" BANDING ❑ ❑ ❑ ❑ ❑ ❑ ❑5Q rTYP.) ❑❑❑❑�T BANDING (TYPJ FIN15H FLOOR LINE _ _ FINISH FLOOR LINE © COPYRIGHT 2014, TAYLOR MORR15ON LARGE DECORATIVE " 4" AN GRADE LINE 6 BANDING 4 BANDING BANDING (ASSUMED) KEYSTONE (SEE DETAIL (TYP.) (TYR) FRONT ELEVATION - SCALE: 1/4" , 1'-0" 0 0*1 c) 0 >m 1588 ���4DINC • TITLE • FRONT ELEVATION SANF©gyp DETAILS 2 GG V • SHEET • ELEVATION "All 3A1 GARAGE LEFT ip. 4 I I ----------- - I ------------------ ----- ---------- G w I I � I I I ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 2173 SQ. FT. / 300 = 7,24 SQ. FT, X 144 =1043 SQ. IN, I , j I HALF AT UPPER 2/3 ROOF VENTS = 521.52 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 4 I I I HALF AT LOW SOFFIT / EAVE VENTS = 521.52 SQ. IN, I I ACTUAL SOFFIT VENTILATION =1875.3 SQ. IN. I I I I ,L I z x I I I I I � I I I I I I I O I , I I I I OFF -RIDGE VENT (TYR) j , I I I I I I I I I ae I I ti� l IrF- � I 1 , I I I I � I I I I I I Q -t 1----------L L ---- -----------------.-j TYP. OVERHANG AT HIP (UN.O.) AA ROOF PLAN SCALE: I/8" - 1'-0" 11/2" THICK SAND FINISH KEYSTONE IIF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. TY'P. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHT'S IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM 1N WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A51M F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 GIRDER TRU55 12 5.9 F7' T.O.M T.O.M. FINISH FLOOR LINE SHINGLE ROOF _\ ROOF TRl165E5 AT 24" O.C, (TYPICAL) PLANT SHELF OPEN NICHE _ MASTER GARAGE SUITE LIVING DINING A FAMILY LANAI SECTION AA SCALE: 1/8" - I'-0" 12 12 Q 5.9 5.9 ZHINGLE ROOF 7 � -- - TEXTURED (EMP. TEXTURED TYP'I�� FINISH- TEMP. OBS, FIN15H RETURN * F.G. * AT 51DE5 FINISH FLOOR LINEFINISH FLOOR LINE40 Q CD GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" t �ti rn 6 co 4 z v~DC .� S• 0 0 2 12 SHINGLE 5.9 12 Q 5,9 ROOF Q 5:9 SHINGLE �, ROOF T.O.M. T,O.M, �* TEXTURED TEXTURED tl FINISH FINISH °' TEMP. «, * CSN FIN15H FLOOR LINETEMP. FIN15H FLOOR LINE z x o C � O X } .r V, mN' h O03 M Lu z ` >'jM M ooh, 3/4" 0 0 °5'or THICK NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS OF ALL RAISED TEXTURED FINISH BANDING AND SAND FIN15HED KEY5TONE5 (WHERE APPLICABLE) IF THICKNESS 15 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND A5TM C 926. TY'P. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - 1'-0" CLEAR OPENING HEIGHT'S IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM 1N WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A51M F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 GIRDER TRU55 12 5.9 F7' T.O.M T.O.M. FINISH FLOOR LINE SHINGLE ROOF _\ ROOF TRl165E5 AT 24" O.C, (TYPICAL) PLANT SHELF OPEN NICHE _ MASTER GARAGE SUITE LIVING DINING A FAMILY LANAI SECTION AA SCALE: 1/8" - I'-0" 12 12 Q 5.9 5.9 ZHINGLE ROOF 7 � -- - TEXTURED (EMP. TEXTURED TYP'I�� FINISH- TEMP. OBS, FIN15H RETURN * F.G. * AT 51DE5 FINISH FLOOR LINEFINISH FLOOR LINE40 Q CD GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" = 1'-0" t �ti rn 6 co 4 z v~DC .� S• 0 0 2 12 SHINGLE 5.9 12 Q 5,9 ROOF Q 5:9 SHINGLE �, ROOF T.O.M. T,O.M, �* TEXTURED TEXTURED tl FINISH FINISH °' TEMP. «, * CSN FIN15H FLOOR LINETEMP. FIN15H FLOOR LINE GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" = 14" c) 0 12 112 5.9 % 5.9 L 12 >= SHINGLE ROpF 7 Q 5.9 � -�--- 0 TEXTURED----- TEXTURED • o FIN15H FIN15H o �, TEMP. EO a, `� ..."..,..�..�..� .. -- - - - - ... - - - - - FIN15H FLOOR LINE - 1588 GRADE LINE ' (ASSUMED) RIGHT ELEVATION TITLE �u�LD�NG' SIDES AND REAR ELEVATIONS ROOF PLAN SCALE: 1/8" - I'-0" ' NFORD DETAILS BUILDING SECTION #16 2311 V. • SHEET • ELEVATION "Al GA11 RAGE LEFT • x 150 STATE STR= EAST OLDWAR, FLORmA 34677 813.925.1300 TEL 813.925.1800 FAX WWW `1SBEWS.COM C Uro o lQ O _j co .r V, mN' h O03 M ` >'jM ooh, 0 0 °5'or - C 0 0 W N 00N ZN0 �� GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" = 14" c) 0 12 112 5.9 % 5.9 L 12 >= SHINGLE ROpF 7 Q 5.9 � -�--- 0 TEXTURED----- TEXTURED • o FIN15H FIN15H o �, TEMP. EO a, `� ..."..,..�..�..� .. -- - - - - ... - - - - - FIN15H FLOOR LINE - 1588 GRADE LINE ' (ASSUMED) RIGHT ELEVATION TITLE �u�LD�NG' SIDES AND REAR ELEVATIONS ROOF PLAN SCALE: 1/8" - I'-0" ' NFORD DETAILS BUILDING SECTION #16 2311 V. • SHEET • ELEVATION "Al GA11 RAGE LEFT • DAVIS BEWS DESIGN GROUP 150 STATE STR= EAST OLDWAR, FLORmA 34677 813.925.1300 TEL 813.925.1800 FAX WWW `1SBEWS.COM TAMPA • DENVER EST. 1994 �-� GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" = 14" c) 0 12 112 5.9 % 5.9 L 12 >= SHINGLE ROpF 7 Q 5.9 � -�--- 0 TEXTURED----- TEXTURED • o FIN15H FIN15H o �, TEMP. EO a, `� ..."..,..�..�..� .. -- - - - - ... - - - - - FIN15H FLOOR LINE - 1588 GRADE LINE ' (ASSUMED) RIGHT ELEVATION TITLE �u�LD�NG' SIDES AND REAR ELEVATIONS ROOF PLAN SCALE: 1/8" - I'-0" ' NFORD DETAILS BUILDING SECTION #16 2311 V. • SHEET • ELEVATION "Al GA11 RAGE LEFT • c en GRADE LINE (ASSUMED) REAR ELEVATION. SCALE: 1/8" = 14" c) 0 12 112 5.9 % 5.9 L 12 >= SHINGLE ROpF 7 Q 5.9 � -�--- 0 TEXTURED----- TEXTURED • o FIN15H FIN15H o �, TEMP. EO a, `� ..."..,..�..�..� .. -- - - - - ... - - - - - FIN15H FLOOR LINE - 1588 GRADE LINE ' (ASSUMED) RIGHT ELEVATION TITLE �u�LD�NG' SIDES AND REAR ELEVATIONS ROOF PLAN SCALE: 1/8" - I'-0" ' NFORD DETAILS BUILDING SECTION #16 2311 V. • SHEET • ELEVATION "Al GA11 RAGE LEFT • F MATERIAL PER VATIONS WITH APPROVED )ERLAYMENT (REFER TO (ER SHEET) ENGINEERED ROOF ASSES AT 24" O.C. ;RICANE STRAP PER )F FRAMING PLAN FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING OL BRG. HGT. ALUM. DRIP EDGE 2x6. FASCIA VENTED ALUM. SOFFIT SHEATH & EXT. FINISH WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM DBL. HEADER TYPICAL WINDOW AND SLIDING GLASS DOOR "Z FLASHING DETAIL OPTION - A FLASHING WOODEN SIDING SILL PLATE 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 2X4'S @ 16" O.C. BRG EXT WALL BUILDING WRAP BEYOND FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z FLASHING UNDER S.G.D. AS I 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 I AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL iEXTER WATER PROOF CAULKING I i PER BUIIILLDER FINISH PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANEME 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 w�cgTy� FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER 'S gPQ' <2FO LL PLATE EE DETAIL B O R OPTIONS)\5l IP, CORNER PATCH FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / , / / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE 2 � (ASSEMBLED FLASHING -\ WINDOW) 2 i FLASHING FLASHING 7 1 1 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 7/16" O.S.B. SHEATHING EXTERIOR FINISH BUILDING WRAP BEYOND PER BUILDER FLASHING. PROVIDE FLASHING BOOT AT POSTS CEMENT PLASTER STOP I WATERPROOF MEMBRANE WATERPROOF MEMBRANE _ 7/16" O.S.B. SHEATHING FLASHING. 20" FLOOR TRUSS --2X8 TRIM BOARD i r STUCCO "J" MOLD PROVIDE SELF ADHERED7/16" O.S.B. SHEATHING FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ° <v SEE STRUCTURAL FOR CONNECTORS 24" FLOOR TRUSS 0o. TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCK TYPICAL FLASHING AT BALCONY II 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 • JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 01 x ro DAVIS BEWS DESIGN GROUP Lo r 0 EST. 1994 F�=- JQ�O 0 J co W Y/ fA o��M NM N .1 V >>Ja ` &C a LL • 0 0 °�.0 O U2 0ID n�! �y ,yC LJ*cp to 00 a•+ z.201 TYPICAL FLASHING AT BALCONY II 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 • JOB NUMBER 26002.190 CAD FILE NAME LOT 109 ISSUED 07-27-16 REVISED 01 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER 6 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER P 39 THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESSfa�VNc THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.LL ,.* ,Z`' •• •• '.,, o� R703.8 FLASHING J APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT �� ` a ' 5 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 ��'•••* "��p ��~ 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 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: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT 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 O ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S T INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, IPAN FLASHING SHALL BE INSTALLED AT THE Jam• SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE 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. O � J1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS 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 1588 CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. • "D/ TI TLE • 7. AT BUILT-IN GUTTERS. �� � FLASHING DETAILS SANFORD _ 6) PAR - • SHEET • FLASHING bETAILS. 3A3 N,T.S. DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • LDEIVVER- EST. 1994 F�=- WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER 6 ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER P 39 THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESSfa�VNc THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.LL ,.* ,Z`' •• •• '.,, o� R703.8 FLASHING J APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT �� ` a ' 5 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 ��'•••* "��p ��~ 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 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: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT 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 O ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S T INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, IPAN FLASHING SHALL BE INSTALLED AT THE Jam• SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE 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. O � J1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS 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 1588 CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. • "D/ TI TLE • 7. AT BUILT-IN GUTTERS. �� � FLASHING DETAILS SANFORD _ 6) PAR - • SHEET • FLASHING bETAILS. 3A3 N,T.S. ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN. OF 6" � FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED jj SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT BEHIND FLASHING SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE DIVERTER FLASHING Miy , s- DRIP EDGE FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH el e, a'° "° a e, HOLD EXTERIOR FINISH 2" ABOVE .`r•.`rr ROOF °'F.`` , .� ii FLASHING CAULKING \ \ >;.• >;: ' ;. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT '---DRIP EDGE 5HEATHINCz I I: VERTICAL RISE OF ;''' `": • ASTMC926 TEXTURE WEATHER RESISTIVE BARRIER • r A v WINDOW UNIT CONT. GALV. "L FINISH GOAT BUILDING PAPER DOOR ROUGH OPENING SLOPE 7116" O.S.B. BROWN COAT SHEATHING SHEATHING 0.3 in: 12.0 in ., KEEP TOP EDGE OF WEEP WOOD FRAME CONSTR. SEALANT (0.6 cm : 30.5 cm) ° CAULKED ALL BUTT SCRATCH COAT SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. ROOF MATERIAL PER o BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF ADHERED FLASHING ` SELF FURRING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN a LATH WALL BY 6 IN. „ „ M, annu �,uvwt, iurun UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING EXTERIOR ° TWO LAYERS WRB a * croo ZaLV' CEMT. FIN. BEAUTY STRIP ROOF ,.. SELF -ADHERED FLASHING BUILDING PAPER WEEP SCREED FLASHING W/ TAR FLASHING INSTALLATION TERMINATE SELF SEAL TOPS OF JOISTS WIRE LATH — — ADHE5IVE FLA5HINCs rrt UNDER DECKING "„ ,;,,,, (SEE DETAIL WP07) SUBFLOOR —{{ AT LOWER N05E OF u ' —I M.W.W.S. —� •— SELF ApHE51VE .RIM JOIST SHINGLE PER FLASHING CONTRACT MA5ONRY BLOCK FRppF ��GK WALL METAL DRIP EDGE TO TyR�sti�� BE UNDER UNDERLAYMENT AT SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER �q� OQ,QOs S,O EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED TYPICAL ROOF TO o0 9Rq o��'o s°O THRESHOLD OF DOOR AND RETURN FLASHING SEE FLANGED WINDOW FLASHING SELF ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND REFER TO TECHNICAL / RAKE METAL DRIP EDGE OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) a, ,! LETTER ON CHEMICAL � ;; , ,,'" SCORED COMPATIBILITY ' ... ...... ..... CERTAINTEED WINTERGUARD GABLE ENDS RELEASE PAPER SELF -ADHERED FLASHING ° ° WATERPROOFING SHINGLE SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER EXTEND A MINIMUM 6" RELEASE PAPEREXPOSE DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT VERTICALLY FROM BOTTOM OF ES VE SHOWN) _ , THRESHOLD ABOUT 3/4" IF NO DRIP EDGE IS (�) COURSE USED. EMBED EACH SHINGLE IN A 2" SECTION -A (SEE DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE DETAIL WP02) SELF -ADHERED FLASHING CUT 2" DIAGONALLY OFF \ UPPER CORNER OF / TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM NAILING FLANGE SELF -ADHERED \ '; VALLEY CENTERLINE FLASHING DO NOT FLASH OVER i � SEAL TOPS OF JOISTS UNDER DECKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING FLANGE ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING CONT. GALV. "L" EXTEND MIN. OF 6" � FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING j MANUFACTURES EXTER. WALL FINISH ASPHALT BASED jj SPECIFICATIONS ROOF CRICKET: SEALANT APPLIED MIN: 3:12 SLOPE PLASTER STOP CRICKET AS (REQUIRED AT BEHIND FLASHING SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE DIVERTER FLASHING Miy , s- DRIP EDGE FIGURE 1: FLASHING INSTALLATION TEXTURED, PAINTED EXTERIOR WALL FINISH el e, a'° "° a e, HOLD EXTERIOR FINISH 2" ABOVE .`r•.`rr ROOF °'F.`` , .� ii FLASHING CAULKING \ \ >;.• >;: ' ;. FIGURE 2: WALL FINISH ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING 6 TO 12" PER PLAN SPECS. 6" HIGH DIVERTER 6 FLASHING GALV.'L' FLASHING TYPICAL. ROOFING FELT '---DRIP EDGE REMOVE FASCIA 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN FLASHING W/ TAR VERTICAL RISE OF ;''' `": • ASTMC926 \ FLASHING AT KNEEWALL • r MATERIAL W/ METAL LATH IN CONT. GALV. "L ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER FLASHING PER _ MANUFACTURES N 7116" O.S.B. 7/16" O.S.B. SHEATHING SHEATHING ° OUTSIDE CORNER ., KEEP TOP EDGE OF WEEP SPECIFICATIONS SEALANT ' FLASHING ° CAULKED ALL BUTT OVER ROOF 0 0 31/2" ROOF MATERIAL PER SHINGLES W/ TAR r. 'o-1 ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAIL S IL Y of UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. c0 PRE-ENGINEERED ROOF � croo ZaLV' TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING W/ TAR FLASHING INSTALLATION CONT. GALV. "L" WHERE ROOF MEETS VERTICAL WALL FLASHING PER MANUFACTURES SPECIFICATIONS OVER ROOF SHINGLES W/ TAR SHINGLE PER CONTRACT FRppF ��GK METAL DRIP EDGE TO TyR�sti�� BE UNDER UNDERLAYMENT AT �Fq ROOF EAVES �q� OQ,QOs S,O �2., ti,NC� q <syq` o��K RooF TYPICAL ROOF TO o0 9Rq o��'o s°O Fy'9rtir0 WALL FLASHING DETAIL g•CN r10"J,\co 3R0 G�UR� RAKE METAL DRIP EDGE TO BE OVER y EAVES LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 CERTAINTEED WINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7' UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE USED. EMBED EACH SHINGLE IN A 2" DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT VALLEY CENTERLINE RAGING CEMENT. CUT 2" DIAGONALLY OFF UPPER CORNER OF TRIMMED SHINGLE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE REMOVE FASCIA 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN IN ACCORDANCE WITH ACCORDANCE WITH ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC1063 BUILDING PAPER BUILDING PAPER SHEATHING 7116" O.S.B. 7/16" O.S.B. SHEATHING SHEATHING ° OUTSIDE CORNER 2 > j KEEP TOP EDGE OF WEEP METAL SCREEBLOCKD 2" BELOW TOP OF ' FLASHING ° CAULKED ALL BUTT 0 0 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED • MAINTAIN METAL FLASHING 3-1/2' BOTTOM OF UNPERFORATED FLANGE 7/8" WEEP SCREED WEEP SCREED 11/2" TO 2" 0 0 ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH R ®' 0® ALL INSIDE AND I111\ 10 A' ° OUTSIDE CORNER 2 > j WILL NEED TO BE ° ®•p®® MITER CUT AND CEMENT PLASTER IN ° CAULKED ALL BUTT ACCORDANCE WITHJOINTS NEED TO BE ASTMC926 OVER WOOD EMBEDDED IN 2ND FLOOR®®®•p SEALANT USING ® VULCUM CAULK FOR ALL r 1/2" CEMENT PLASTER / FINISH 2 1/2" PERFORATED CEMENT ` °•®, BLOCK FLANGE 1/2" WEEP o SCREED PLASTER OVER . '.®®•o,® BLOCK 1ST FLOOR INSTALL BOTTOM EDGE OF �UG SLAB WEEP SCREED 1" BELOW FINISH FLOOR / `1,`���•••••eeeed•••e `lei OPTIONAL DETAIL lh NOTE: �\ = 4 0 + �.. THE BUILDING PAPER AND - = o= METAL LATH MUST BE b,..;°,: INSTALLED OVER THE TOP WEEP SCREED DETAIL • OF THE WEEP SCREED. SCALE: NOT TO SCALE � �14', O . 1111111 • X 150 STATE STREET EAST OUYMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C o� ° ro M W V) 0 0 _j co P 0 � �� I111\ 10 A' 2 > j OoLM 0 0 .0 r. 'o-1 IL Y of c0 � croo ZaLV' PLASTER OVER . '.®®•o,® BLOCK 1ST FLOOR INSTALL BOTTOM EDGE OF �UG SLAB WEEP SCREED 1" BELOW FINISH FLOOR / `1,`���•••••eeeed•••e `lei OPTIONAL DETAIL lh NOTE: �\ = 4 0 + �.. THE BUILDING PAPER AND - = o= METAL LATH MUST BE b,..;°,: INSTALLED OVER THE TOP WEEP SCREED DETAIL • OF THE WEEP SCREED. SCALE: NOT TO SCALE � �14', O . 1111111 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUYMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 PLASTER OVER . '.®®•o,® BLOCK 1ST FLOOR INSTALL BOTTOM EDGE OF �UG SLAB WEEP SCREED 1" BELOW FINISH FLOOR / `1,`���•••••eeeed•••e `lei OPTIONAL DETAIL lh NOTE: �\ = 4 0 + �.. THE BUILDING PAPER AND - = o= METAL LATH MUST BE b,..;°,: INSTALLED OVER THE TOP WEEP SCREED DETAIL • OF THE WEEP SCREED. SCALE: NOT TO SCALE � �14', O . 1111111 77TLE • c FLASHING DETAILS SANFORO - J37t�� #16-2311 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. SHEATHING 1 M W V) SELF -ADHERED P \ FLASHING PATCH I111\ 10 A' 77TLE • c FLASHING DETAILS SANFORO - J37t�� #16-2311 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND LASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.5. ELECTfRICAL <EG - { DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER ow.a. WEATHERPROOF DUPLEX OUTLET .F.,: GROUND FAULT INTERRUPTER DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET F gp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $ D DIMMER SWITCH -�- CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE c. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Qr THERMOSTAT Cp ELECTRIC METER = ELECTRIC PANEL —� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) 1> ROUGH -IN FOR OPT. CEILING FAN v J c � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE V J ROUGH -IN FOR OPT, CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (Gf.l.) AS INDICATED ON PLANS OR AS ITEM No. 4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: - SWITCHES .... LOOR:SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE ... 1411(UNLESS ABV CMTERTOP) TELEVISION. ..1411 3, ALL SMOKE DETECTORS SHALL BE HAIBWIIED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE Af.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GP.C.I. PROTECTED (GP.I). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH Nf.PA.10, N.E.C. 2011, F,B.CUR - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUS611% HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COM51NATION SMOKE/CARBON MONOXIDE ALAR'16 SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED A/C DIsCONN. Gf.l.- HORIZ. MAKE -I LIGHTS W.P. / GP.l. FOR T13. SERVICE METER -------------- LANAI /i STD. LIGHT OPT. FAN </ \% ROIaGH-IN I W.P. Gf.l. FAMILY ROOM NB. \ i ROUGH -IN FOR OPT. J FAN/LIGWT /G.C. VERIFY POP-UP OUTLETS COACH LIGHT LIGHT • • x ro w 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TA "PA • DENVER EST. 1994 �—_— r 0 JQ�O O KITCHEN 220V. VENT Hoop TO EXTERIOR % i o =(�� J I' -I, �� : MICROWAVE OUTLET +14" >>Jc" C . ---��, BRKFST 0 0o=co a�ati M o PENDANT T n (VERIFY) 3 -6 — — LOCATION) (VERIFY) 4. �aro� *+ z . 2 a DINING ROOM ts PENDANT6 -4 COACH LIGHT LIGHT 1588 irrraoir�rrrr��.�r� �oLDI"Vc TITLE ELECTRICAL PLAN SANFORD - #16-2311 ELECTRICAL PLAN- GARAGE LEFT • • x ro w 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TA "PA • DENVER EST. 1994 �—_— r 0 JQ�O O J co y i o =(�� ` >>Jc" C . 0 0o=co a�ati lL N 4. �aro� *+ z . 2 a 1588 irrraoir�rrrr��.�r� �oLDI"Vc TITLE ELECTRICAL PLAN SANFORD - #16-2311 ELECTRICAL PLAN- GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDMWL, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEW&COM TA "PA • DENVER EST. 1994 �—_— 1588 irrraoir�rrrr��.�r� �oLDI"Vc TITLE ELECTRICAL PLAN SANFORD - #16-2311 ELECTRICAL PLAN- GARAGE LEFT 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL QQ� 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 54.1 NOTES O� CONNECTOR LEGEND w THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S5 LINTEL PLAN w 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-6115 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S D 1 FOUNDATION DETAILS P 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD SD2 GENERAL DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE SD3 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. .. - -- -- -- - "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD4 GENERAL DETAILS w BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: 1111tt1 l!1/,,� CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF -�( ��>i W M BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) •,,••..•.,J��j��i�� n. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) UPDATES' '• U 00 2. STEEL BOLTS LESS THAN GINE-HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) U. o J Z FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: NUMBER DATE DESCRIPTION "' C. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) z° �,: LLi Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF • crs OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 5I13I2O14 CREATED ELEV. A,B,C AND A W� LANAI •���' •••��`� '� w ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS. MASONRY WALL CONSTRUCTION - - ,� P �`` m " A) FLOORS - 15 PSF B)BALCONIES - 15 PSF 1111 1111 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING. as CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF A PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF w 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS c ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL '" 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA p ,y FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING' N -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL Wt MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS Cj 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROMry Z WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND m EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS p 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 v 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 AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR � 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLEPEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT V, CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE THIN BCSI-B3). GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d W 14. DURING CONCRETE POURS, Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 p CONSOLIDATION. rn O 3S METAL COATINGS FOR USE WITH PRESSURE TREATED WOO WOOD CONSTRUCTION BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WIND EXPOSURE B DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED GENERAL NOTEy IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, A\IAv vDEX O C DRAWINGS INDEX 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 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). W 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. FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) H 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 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED Q 0 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 VVOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z z z U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE Fb = 2500 Flo = 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 = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI Fv = 285 Fw = 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) TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. -- - -- 1 . USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS -- - ---- 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN - LIVING SPACE IS ABOVE THE GARAGE. Y/6' LINO. NOTES 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE Sl STRUCTURAL 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 PRO'J'ECTION 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). THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES �+*� S3 DO\A/EI DOWEL L PLACEMENT PLAN CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR Z O SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT S4 ROOF FRAMING PLAN CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE � 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL QQ� 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 54.1 NOTES O� CONNECTOR LEGEND w THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S5 LINTEL PLAN w 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL AND STRUCTURAL PLANS FOR MORE INFO. CONFORMING TO ASTM A-6115 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S D 1 FOUNDATION DETAILS P 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD SD2 GENERAL DETAILS 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE SD3 GENERAL DETAILS REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. .. - -- -- -- - "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS SD4 GENERAL DETAILS w BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: 1111tt1 l!1/,,� CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF -�( ��>i W M BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) •,,••..•.,J��j��i�� n. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) UPDATES' '• U 00 2. STEEL BOLTS LESS THAN GINE-HALF-INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) U. o J Z FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: NUMBER DATE DESCRIPTION "' C. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) z° �,: LLi Q 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF • crs OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 5I13I2O14 CREATED ELEV. A,B,C AND A W� LANAI •���' •••��`� '� w ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS. MASONRY WALL CONSTRUCTION - - ,� P �`` m " A) FLOORS - 15 PSF B)BALCONIES - 15 PSF 1111 1111 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING. as CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF A PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF w 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING &BLOCKING REQUIREMENTS c ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL '" 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA p ,y FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING' N -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL Wt MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS Cj 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROMry Z WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) O FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND m EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS p 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 v 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 AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-63. ("T" BRACING MAY BE USED I.L.O. CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR � 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLEPEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT V, CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 TABLE THIN BCSI-B3). GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d W 14. DURING CONCRETE POURS, Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 p CONSOLIDATION. rn O 3S DESIGN PRESSURES 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) WIND EXPOSURE B DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED AREA (SQ FT) 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 DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"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 VVOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: CELLS PER PLAN. COLUMNS BEAMS STUD z z z U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Flo = 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 = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI Fv = 285 Fw = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1 . USE 1/2" CEILING OR SAG SISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL 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. Y/6' LINO. 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 PRO'J'ECTION 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). DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA) OO (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 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 T-0" 16-0" x T-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 LZ Pa 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 aW 5; lz F- Z 14 J Z Ut'` 15 8 Q J Q-�ZP U) O F A E� D O a<FaW E �- b w6LU � U a� -� Z U. Co F LUW 0 a cis O 11 s Z m O OW -j V 2 U 000 00 1 O �J z 0OLU QLL Qom_ O F� STRUCTURAL ENG BAD DRAFTING: -STRUCT: TNT ��14DINc QC CHECK CC SA.NFORD JOB No. TM- 2152304 -------- - - --- SCALE: AS INDICATED DATE: 08/08/2016 # 6 r 2311 S 1 (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. I; 4.01 f f 41,tt d t •th t th d ' t f MONTA CONSULTING & DESIGN W OF M & R ASSOCIATES LLC is stricroh tl ibited COPYRIGHT MCD 2014: The Information contained In this. document Is copyrighted and Is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC Any use, dup Icatlon, or 1"aer o esu ocumen 0 wI vu a expresse , vvp en consen o y p �rNf FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE I --- 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. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 0� CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS cit 1\1111,1;11111 ///0 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SDI FOR STANDARD 1 * � W M FOOTING STEP DOWN AND CORNER INFORMATION. ♦ �'� to LL[ oo 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE �• U. �:21Y1 N J Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH' O PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION o • Z Q J 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTERLaz co COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS % �•• �,,� 4 W Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE '' .•• Z •••..••+ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL k� � , � CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO m FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 11 111111// LL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS -19 DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). = , THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO cry • DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE co STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND014 FOOTING SIZES PENDING DEPTH OF STEMWALL. l Z, FOOTING SCHEDULE ;Y o, O12"x12"x12" dp w/ 95's EQUALLY SPACED EA. M WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. i O24"x24"x12" dp w/ #5's EQUALLY SPACED EA. U r WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. • BARS & 3" MIN. COVER TO EDGE OF CONC. O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"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. L BARS & 3" MIN. COVER TO EDGE OF CONC. O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p (D U BARS & 3" MIN. COVER TO EDGE OF CONC. Fn 31Z8.* 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. p Lu O1 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z W Z o M BARS & 3' MIN. COVER TO EDGE OF CONC. h- O48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O Z U WAY M'IN. 2 HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. N BARS & 3" MIN. COVER TO EDGE OF CONC. - �. J (A A 19 z 54"x54"x16" dp w/#5's EQUALLY SPACED EA. a iz g c 4.5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q BARS & 3" MIN. COVER TO EDGE OF CONC.Q 0 <-C W 60"40"x16" dp w/#5's EQUALLY SPACED EA.V y� 5 6i 5 WAY MIIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. z Ix t� # BARS & 3" MIN. COVER TO EDGE OF CONC. I Q i � Jo it 4ffl SYMBOLS LEGEND Q U. ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. I j TO TIE BEAM (6-8" O.C. MAX U.N.O.). W • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. O Q cti � O 11 Z Q 0W -j S2 M LL �0o 000 0 Z b J w LL --�- W❑0 0 F- 0_ " STRUCTURAL ENG BAD DRAFTING: -STRUCT: TNT w\LDING QC CHECK: CC SANFORD JOB No. TM -2152304 SCALE AS INDICATED DATE: 08/08/2016 OUNDATION PLAN- 16-2317 1 !C 9 1/411=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DOWEL LAYOUT PLAN - 1/4"=11 -011 S3 COPYRIGHT MCD 2014: The information contained in this, document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. yo U U U ■ C1 1 C3 w w w C5 1 j FO D 1 .. ■ ■ w co W ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ 71 ■ ■ FO D ■ � m ■ ■ ■ ■ to W LO W to U co U U V urcHr i uv�: GEO D STRUCT TNT SDO QC CHECK: CC Q JOB No. TM - 2152304 ROOF FRAMING PLAN - ��tCDiNG SCALE _ AS INDICATED S A N F O RD DATE: 08/08/2016 1/4"=1'-0" NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 6 - 3 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. _I BEARING WOOD WALL SCHEDULE STUD LUMBER CONNECTION & FASTENERS UPLIFT TAG SPACING SPECIES CAP. BLOCKING TOP BOTTOM (plf) (3)12d (3)12d NO MID -SPAN BW1 16" SPF TOENAILS TOENAILS UPLIFT 1/2" THREADED ROD @ 48" O.C. 1160 plf MID -SPAN BW2 16" SPF ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD @ 48" O.C. 1160 If 1rd. PT. BW3 16" SPF ADJUST AS REQ'D TO MISS STUDS p 3 6W4 12" SPF (3) 12d (3) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN 6W5 12" SPF ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD @ 48" O.C. 1160If BW6 12" SPF ADJUST AS REQ'D TO MISS STUDS P 3rd. PT. 6W7 16" SYP (3) 12d (3) 12d NO MID -SPAN TOENAILS TOENAILS UPLIFT 1/2" THREADED ROD @ 48" O.C. 1160If BW8 16" SYP ADJUST AS REQ'D TO MISS STUDS p MID -SPAN 1/2" THREADED ROD @ 48" O.C. BW9 16" SYP ADJUST AS REQ'D TO MISS STUDS 1160 plf 2rd. PT. (3) 12d (3) 12d NO BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN 1/2" THREADED ROD @ 48" O.C.1160 plf MID -SPAN BW11 12" SYP ADJUST AS REQ'D TO MISS STUDS 1/2" THREADED ROD @ 48" O.C. 1160p If 1 BW12 12" SYP ADJUST AS REQ'D TO MISS STUDS 3rd. PT. 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 FOR FURTHER REVIEW. 14. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE qO (2)2X4 SPF #2 BUILT UP STUD COLUMN B (3)2X4 SPF #2 BUILT UP STUD COLUMN O O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN 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 JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MO 6x6 SYP #2 POST O8x8 SYP #2 POST P 3-1/2"x3-1/2" LVL COLUMN. O O3-1/2"x5-1/4" LVL COLUMN. O3-1/2"x7" LVL COLUMN. SO 3-1/2"x9-1/2" LVL COLUMN. TO 5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. XO 7"x7" LVL COLUMN. YO 3 1/2" X 11 7/8" LVL COLUMN ZO 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 & a" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$"EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST&VL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE 'STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 10d .148" x 3" 12d .148" x 341' 16d .162" x 32" 8d RING SHANK .113" x 22' 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 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. 1 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8 SEE DTL WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS SEE 2ND BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYPI (2)2x8 #2 SYP META16 w/(7) 1Odx121 NAILS OR B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" 16d NAILS META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 H2x12 TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(10)16d (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24' TAPCONS H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 H3.5x9.25 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 16d NAILS HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS ATTACH KING STUD TO HEADER w/(10) w/(24)10d x 12" NAILS 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 a(2)HTS20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 F6] H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d a" EPDXY ANCHOR WSIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 2 1.7 x11.7 LVL O 5 8 5 5" EMBEDMENT NAILS & (18)4"x24' TAPCONS 1-91 HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/18" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) a'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 LTT20B w/(10) 10d NAILS &;8a" EPDXY ANCHOR w/SIMP. SET 18 EPDXY MIN. 7" EMBEDMENT MIN. 7"EMBED.-AT LVL/PL COLUMN TO FTG. OR 1290 1300 COLUMNS USE (18)#10x12' SD SCREWS INSTEAD OF NAILS CMU HTT4 w/(18) 16d x 22' NAILS w/8' 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 SIRDER 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 & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 1290 1300 GonVV nnini 711 PnnRGn 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. 1 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8 SEE DTL WF09/SD3 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS SEE 2ND BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS FASTENERS H2x6 TO POST: SIMP. HTS20TA1 R LSTA18 S 8 ATTACH KING STUD TO HEADER w/(6) TO BEAM: SIMP. HUC48 w/(14)16d NAILS 16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2 FLITCH w/(6)10d NAILS & (14)4"x24" 16d NAILS PLATE TAPCONS ATTACH KING STUD TO HEADER w/(10) ON MASONRY: SIMP. META16 16d NAILS H2x12 TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(10)16d TO BEAM: SIMP. HUC410 w/(18)16d & NAILS (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 16d NAILS PLATE NAILS & (18)4"x24' TAPCONS ATTACH KING STUD TO HEADER w/(8) ON MASONRY: SIMP. META16 16d NAILS H3.5x9.25 TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(10) TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 16d NAILS PLATE NAILS & (18)4"x24" TAPCONS ATTACH KING STUD TO HEADER w/(10) ON MASONRY: SIMP. META16 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING TO POST: SIMP. HTS20 OR LSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO 3'-11" 1 (10) 10d NAILS 63.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2j" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 2 1.7 x11.7 LVL O 5 8 5 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/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 1„ 2)2x12 #2 SYP w/2 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 3'-11" 1 1 4'-0" TO 8'-0" 2 2 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. W h- 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND Q 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 z CONTINUOUS FROM FLOOR TO CEILING. 0 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS V WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W 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 W TRUSSES i of 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. .-, %%%III IIII���� 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN * �;••« ��� i�i� W M PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. .•'• �'•.•�c`�,��a r OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO 0)U_ 4i : y o u.i 00 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP_j o DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW - Z '"� _17Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE p PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS �• 4c : Lo LU Q • SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR • ��•���,,: �[ Z p TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS �� Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF I�� j:* p��i'`�� 0 CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS Ijjj11 ` IM LL LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD, pq 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 ,, m 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. a CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER x 4. THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE:CD 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: ... Gl ROOFS: m 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 O z SPACED NO MORE THAN 24" O.C. c �-" U' V 3� GABLE ENDS: x U W `' a $ ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. o W 0 �do M AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 0 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. z 0 (D, `-r '� I C, q, �- c Z z z 8r-90 EXTERIOR WALLS:F 29192 W O _95I SEE WF10/SD4 FOR MORE INFO. r ,Z = NAILS: U z O < < W E NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 015U 6 us j 6 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, _I a J HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE (J� EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY J ' I 0 O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL F- L.. BE IN ACCORDANCE WITH ASTM A 153. W O APA SHEATHING NOTE: LU 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED _ Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES +a im GENERAL NOTES a UH I 1 FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. I >. O) 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. cli 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF = v - LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z � Q Nw NAILING SCHEDULE FLOOR SHEATHING TO BE 2" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION O 00 0 PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL m SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE0 J Z EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. W p LL. _ NOTES: ri 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL a MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE STRUCTURAL ENG BAD MANUFACTURER. ------- _.__ -- DRAFTING: 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH STRUCT: TNT DIMENSTIONS NOT SHOWN HERE. ------------- QC CHECK: CC (SANFORD JOB No TM - 2152304 SCALE AS INDICATED 1 fi 2 3 1 1 - DATE. 08/08/2016 FLOOR NOTES FOR MORE INFO. NOTES & CONNECT LE E 1 �! „,„ S4,1 1/4 =1 _U COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER F TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS e ' 4 z J a w a 0 W r z O Q CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE 10" HOOK HOOKED INTO SIDE VERTICALS' rA LLI • ° ''e ° � ° •A•° ° ° ° a .°'° •d .. a °.,; � d LL d 7 °•e ° °° °•• I• ° z . y.d ° e °III. a o. d°�I,Io ILD W 4BOTTOM STEEL IN LINTEL IF W ° ° INDICATE - SHOULD HOOK 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 INTO VERTICAL CELLS a .. ROUGH OPENING PER PLAN .1..L,I •.tea-• ._ •• — d ° 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 q ' e BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. .. °• 19. i .4 -y C=1 • W I— o - O CL cj� O Vi W ° ,. 1 ° . NO -SHEAR WALL T OPENING - "" - ' TY AL SHEAR WA L SEGMENT CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4- LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 e ' 4 2'4" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 '• . , d 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/ 1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE q ' e BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08/S5 FOR LAP INFO. TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0•' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS 19. i .4 -y C=1 • W I— o - O CL cj� O Vi W ° ---- ° . NO -SHEAR WALL T OPENING - "" - ' TY AL SHEAR WA L SEGMENT CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4- LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 e ' 4 2'4" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 '• . , d 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0•' PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS 19. i .4 -y C=1 • W I— o - O CL cj� O Vi W --- ---- -- " - "- - "" - STANDARD .LINTEL .NOTES STANDARD LINTELS CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -OB 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4- LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'4" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-011 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991 /991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/ 1770 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 . 1075/1045 1838 / 1446 2883/184 $ 12'-8" 0 369/261 1002/984 183 /1361 2630/1738 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 > W 18'-8" 0 142/0 598/0 1114/0 1468/ 0 1. f PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. (CMU) 4. CONCRETE MASONRY UNITS CMU PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSL 5. REBAR PER ASTM A616 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. .: 20'4" 0 180/0 598/ 0 1024/0 1441/ 0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 ��►111111/1��� 'K �� io�� w Cl) ••.....••J, 1. ri d ••••• ••„•r 00 0)u- A-** �y Y o O p': --� = _ Z O: • Q Z= o .Q_ ft . y,,,: k� • J •••• ~ .. • 6y2;!� Z ... � �C Q pR } O ��//Illl ������ ,; m � RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 2'-8" 1425 /1425 3343/3280 4933/4933 T-0" 1230/1230 2769/2769 4085/4085 3'-4' 1081 /920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 51-4" 664 / 572 1761 / 1761 2595 / 2595 61-411 526/434 1539/1539 1329/2267 T-4" 480/322 1334/1334 1964/1652 8'-4" 415/235 1152/1152 1694/1552 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. LINTEL DESIGNATION SCHEDULE • MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT/ U =UNFILLED R =RECESSED QUANTITY OF #5 REBAR @ 8F16-1B/1T - --"--':----------BOTTOM BOTTOM OF LINTEL CAVITY QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT NOMINAL WIDTH TYPE DESIGNATION •� � S 0 O 8RF6-1B/1T a 8F8-1 13/1 T- 0 8RF14-1B/1T -. O 8F16-1B/1T „r.,1-.. „ 1„ •T \-L-/ \-:/v —CAVITY M 2 L *—�BOTTOM REINFORCING PROVIDED Q{ SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8RF22-0B/1T + 0 - LINTEL 5/8" ACTUAL IN L L (VARIES) •• 0 8F24 OB/1T OMINA W H � ,:.;: FILLED LINTEL'PER PLAN "je' ' ' ::zr:. 8RF30-113/1T •: �, •, .,�8F32-113/1T 1-1/2" CLEAR 's ►Uj- TRANSOM OPENING �!;: , : O 8RF30-0B/1T #5 REBAR AT TOP MIN. (1) REQ'D Z Q Q C.M.U. V .; ... FRAME INFILL AROUI 8F32 -OB/1T U ^ g ` WINDOW BY BUILDER .'' SEE FOUNDATION _ T� 8F38-1B/1T °�° g z W SEE WF01/SD3 FOR «>'' PLAN FOR FILLED CELL M O z �' Z ❑ v10 .�., MORE INFO \ ;....; INFO. MIN. (1) IS REQ'D `" Ou 8F12-1B/1T o2S �z �''�` ••'' '' ON EITHER SIDE U.N.O. _ (� Q ,... , iv O O m O BOTTOM REINFORCING PROVIDED ` � 7-5/8" ACTUAL IN LINTEL (VARIES) � N A �•': •,;..: r=NOT 8F8 -OB/1T 8" NOMINAL WIDTH -I Q ��n gg k'WE (2) 2X8 WOOD HEADER UNFILLED JZzm� URNED SIDEWAYS. 66FIRST PLY 2X8 TO O SAFE LOAD TABLE NOTESMASONRY WALL W/ DOOR OR WINDOW OPENING • • SIMPSON HUS26 HANGER - UES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED PAW WZ 4- MAX. OPENING 6 FT r @ EA. END. W/ (6) 3/16"!Jx �'F MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 1-3/4" TAPCONS INTO ED LINTELS BASED ON 4" NOMINAL BEARING.MASONRY & (4) 10d X 1 RATED.1/2" NAILS INTO HEADEIR. OADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED.W2ND PLY TO 1ST PLY Wil OADS BASED ON GRADE 40, GRADE, 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EORW 10d STAGGERED @ 6" ©.C. .NAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 4 DO LINTEL W/ TRANSOM DETAIL M O 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. SCALE: 3/4" _ V-0° 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 F N SUPPORT. �, 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) B 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. GRADE 40 GRADE 60 3 -8 Q 11 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE/•� "All 111311 11II IID" "A,1 111311 VICII I'D" O �• 1-�I O #3 17/8 41/4 7 15 21/4 41/4 91/4 18 :1 � S ZOO #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 Q W J #5 31/8 7 113/4 25 33/4 7 151/2 30 D W Q 8 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 O 01. M 00 O #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 42! 1 I1 LINTEL P L0� r 161-010 %_ 1/8"= 1'-011O —� Z I— W Z r4, .° •. `J' ` W_0 0Q = C p • . d #3 = 2 Y2" LL a %#4=2Y211 U a 11 STRUCTURAL ENG: BAD ° + $ - -27Q ---- P 311 DRAFTING: #5 Y2" �� DR FTIN - a ' • .. ,- STRUCT TNT .11611 QC CHECK. CC ° w\LDI/yG JOB No. TM -2152304 °.+ 4 e.:' LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180' HOOK SANFORD SCALE: AS INDICATED DATE: 08/08/2016 F'AR 4DO8 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" 3 S5 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a TIE BEAM SPLICE TO : �' BE MIN. 25" GROUT 1'� BE MIN. 25" GROUT CELL SOLID CELL SOLID IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER LIJ 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 REQ'D BELOW MIN 4 MASONRY WALL I MASONRY WALL °� w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN I SEE PLAN I I FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PERm FOUNDATION PLAN 2 1/4" I CONC. SLAB PER CONCRETE SLAB PER CONCRETE SLAB PER I I z CONCRETE SLAB PER w FOUNDATION PLAN z FOUNDATION PLAN "IIs FOUNDATION PLAN > 4 21 FOUNDATION PLAN of < z 2x PT SILL PLATE 2x P.T. SILL PLATE I. VARIES a SEE PLAN a I W g e - d d .•A4 JA Co ° 'd° dp .I'a' °0 0 I d' ..1° GRADE _ I d ..1 a' GRADE z z6 L _ _ a 4 d a a ;e ..I Z —ml — a III > °° Q ILL21 C).O C W V co I— _ _M (2) #5 BARS CONT. (2) #5 BARS CONT. I I -- _ — I — — I I hI I CLEAN COMPACTED W/ 3" COVER TYP. 3' C V R ' CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD FILL @ 95% STANDARD 1,-4„ DENSITY 1'-4" DENSITY 114 WHERE 2ND STORY OCCURS, FTG ESHABE D STORY OCCURS, FTG SHALL BE V-4" WIDE w/(3) #5 BARS 1'4" WIDE w/(3) #5 BARS TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING % 3/4"=1'-011. � % 3/4"=1'-011 \•�� OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 CONT. BAR SLOPED GROUT TO DRAIN I OPTIONAL CURB BY BUILDER CONC. SLAB PER 8"x12" THICKENED 8 a CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. FOUNDATION PLAN w/ 3" COVER TYP. W I a p . 4 GRADE v v e a • ' I—III—III—III—I '.•I " •' p ; .. •dq � I I----III=III--III=O; 1= '� ,...Id.. I I — I 1 I " u 00 d — — 8 4 —I 41...4 11 I—_ — 1 14— — �I a 4 (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4" WIDE w/(3) #5 BARS AFO FOOTING @ SHOWER AT MASONRY KF THICKENED EDGE dll III I � ,I II1,1_II LU 0 U ih CLEAN COMPACTED FILL @ 95% STANDARD DENSITY % LU L.L °'a as 3/4"=1'-0" 3/4"=1'-011 ®FILLED CELL PER PLAN WOOD POST PER PLAN zz FOR SIZE AND BASE 4„ CONNECTION aw'n^ VJ 4-'• 4., ° TOP COURSE TO BE .4 1 •.,d.� �, _. 1 I �'de' �'. a,+' '. v 3 7 • z GARAGE CHAIR BLOCKS. -------- i ]Izt ENTIRE BASE TO BE a' ° v e .. d•. O' ° .4 4 4 14 I I+ # I 4 ♦ •.,1�—I d'.i `O_ FILLED SOLID TOP VIEW CORNER SEE ELEVATION .d 4.'. ° ° `�' _— 45' 4; •' ° '. V 4 '.. o —_ � I ° e . °' ° a � _ _ _ _ CMU BASE w/ (1) #5 _ 4:•.,.• III—III—III— ' co = _ = I 4 — I —III—I I—� III—I I= m 1. ' • I I I I ' I— CL CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND VERTICAL @ EACH CORNER. SEE FLR. , ...... _........ PLAN FOR BASE SIZE °. 4 °' ° .e n e .. .. — _.. --I qp ... z 0 DRIVEWAY BY BUILDER- CONCRETE SEE FOUNDATION FOR ° „ 4 tl —_ — — —_ PAD SIZE e I. M OR PAVERS 4 r 4 w CONC. SLAB ORe jw _ I ,��—�� —••16 " e.• '' qa4 —I III=III III I I L-1 W PAVERS PER PLAN d °e' ' O 4 � ,I be,l ' U w cn ° --- CLEAN COMPACTED e :4 d ° � FILL @ 95% STANDARD ° — — s.. ' .n.'d % a 4 : a — d d . a ' - -I DENSITY . o 4' - I (— d w O g" 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD_ — ° —° I FILL @ 95% STANDARD U DENSITY —1 — — — — — F1 THICKENED EDGE @ GARAGE DOOR 1=1 FOOTING @ ENTRY MASONRY COLUMN CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" 1\\ % 3/4"=1'-011 — 8" CMU FINISH PER ELEV. FINISH FLOOR F PENETRATING I PIPE FOOTING PER PLAN CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY w VERIFY LU L.L °'a as aw'n^ VJ 4-'• 4., ° ••d d' I b .4 1 •.,d.� �, _. 1 I �'de' �'. a,+' '. v 3 7 • z a' ° v e .. d•. O' ° .4 4 4 14 I I+ # I 4 ♦ •.,1�—I d'.i `O_ .d 4.'. ° ° `�' _— 45' 4; •' ° '. V 4 '.. o —_ � I ° e . °' ° a � _ _ _ _ .v. ..• .. .' d ., a e. .,,.—.. T . — — s , < , ' d I=_= I I _ 4:•.,.• III—III—III— ' co = _ = I 4 — I —III—I I—� III—I I= m 1. ' • I I I I ' I— CL I— I — I 1=III I I I I' � .. .. — _.. --I � I— —811— 411 , —_ — — —_ I I I—I I III—I I I- — I — — -� I I—III _ I ,��—�� —••16 (-1 I I 111 —I III=III III I I L-1 W � 8 8' � CLEAN COMPACTED w O (2) #5 BARS CONT. w/ 31, CLEAN COMPACTED (2) #5 BARS CONT. wd 3 " CLEAN COMPACTED FILL @ 95% STANDARD U COVER TYP.; AT 8 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95%STANDARD DENSITY (2) #5 BARS CONT. w/ 3" co 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 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE BARS REQ'D & FTG TO DENSITY pA sin BE 20" WIDE p LJ.I 0 NON–BEARING SLAB STEP DOWN AF0 DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN AFO FOOTING AT INTERIOR BEARING �e����„r,e�,�,� Uj // 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 C) a �. •� ao uj • .�,� o % ;;f - VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE �. ANOTHER STEP °e 4. e W "'• '." ve .4. p4 -1 r _ 1. � Z , . � °' W 0 ° �W'fib' ind�'"W U) G Gx 44 L —I a d a =I �w J W p 4' 'e . . d v W r., .. �. ova .O.,.V (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'� I �_ = 16 MIN. = I : COVER TYP. COVER TYP. I I —I I (—III—III—III—I (2) #5 BENT BARS w/ MIN. 25" LAP SPLICE TYPICAL STEP FOOTING DETAIL NOT USED TOP (2) #5 x 4'-0" CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION ELEV. FINISH FLOOR PENETRATING PIPE .M.. 4•.. LOOP TIE (TYP.) o —I 1I— (FRONT VIEW) FOOTING PER PLAN PVC SLEEVE W 400 W, N= z VERIFY W/ DETAILS FOR REQ'DW O¢^ Q U STEEL AT 2 STORY LOCATIONS U 0• zi W Lo W Q MASONRY WALL +, �; z 4 4 4" M SEE PLAN �•••:' •`*�� p d CONC. SLAB PER I 1 #5 FROM FTG. TO m e SLOPE FOUNDATION PLAN TIE BEAM MIN. 25" #5 CONT. PER MFG SPLICE GROUT CELL "d a 1 e g A. REINFORCEMENT SEE SOLID PER PLANS �+ q. 1 FOUNDATION PLAN 4 I 'e e` FOR QUANTITY ,� J. THRESHOLD PER MFG ° q cn or aNd owe #5 x 25 x 25 CORNER 4 d 4 .. p o �1 w, BAR, ONE FOR EA. w = — - ° "'' ' ° .. 4 4 'd.' a• 4 e.. .14 HORIZONTAL CONC. SLAB PER w I =I , I °`,.�::�.:_ °,. d ..---I I ° °" °I REBAR, TYP. U.N.O. e a ° Id v FOUNDATION PLAN -III—_ _ —_ 0 , .e a 4 mew.4 �•� e (2) #5 BARS CONT. ° COVER TYP ' @ TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 1 % 3/4"=1'-0" r— PVC OR SCH40 SLEEVE 4 .d 4 D I I I I I I I SEE FDN N FOR SIZE I D I I I I D & REINF. PIPE VERTICAL THRU FDN TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION o d , •a a ,A . -4 q 4- 4 4,a 4 4 SEE FDN. IIT PLAN FOR (— SIZE & REINF. PIPE PERPENDICULAR TO FND TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION SLOPE 1 -4; ' 2 -STORY CONDITION PER MFG '' .. 4 SLOPE EXT. SURFACE (3) #5 BARS w/ 20" Of WIDE FOOTING OR GRADE 1/4" PER FOOT AWAY FROM CLEAN COMPACTED, BUILDING FILL @ 95% STANDARD.', ELASTOMERIC JOINT DENSITY FILLER EXTERIOR DOOR POURED SILL AF__1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" V J o 2 V W -Asig� If=] 0 < Z z �� b O W 0 dz LU i° z � 1— Z W O U) v 0 a � = r s z 0 OWE 000 O 0 W 0 La O Z F— JWP ..� LUX00 cy Q ry STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNT DING QC CHECK: CC S414IrORD JOB No. _TM - 2152304_ SCALE AS INDICATED DATE: 08/08/2016 F1 TYPICAL FOUNDATION PENETRATIONS I I=1 I I-1 11=1 I NOT USED # 1 6- 2 3 1' 3/4"=1'-0" PIPE PARALLEL TO FND SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 �" i!. ^'24 UAIJ MIT QAQC DI A' (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 J' TITEN HD ANCHORS w/ MIN. 1 4" EMBED. FOR HOLLOW BLOCK OR 3 2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM ORT' x 4" TITENS w/ WASHERS 6" FROM TOP AND BOTTOM AND 12" O.C. 0THFRWISF 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. PRE -CAST LINTEL PER PLAN (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 W SIZE TAPCONS SPACING # ROWS Q 2x4 3/16" x 3" 12" O.C. 1 0 2x8 3/16" x 3" 1 12" O.C. 2 TO MASONRY NOTES: 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, z STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN O THIS CASE. 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" CL O.C. @ EACH SUCCESSIVE BUCK I= 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME C) (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS U) LU TBD BY BUILDER (FASTENING) ARE MET 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER, WIN. MANU.'S SPECS AD6�VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL DO BEARING/ SHEARWALL CONNECTION TO CMU fiDO�2x BUCK DETAIL 1 /2"=1'-0" 1 /2"=1'-0" 3/4"=1'-0" 1 /2"=1'-0 y' NOTE. CUT BACK 2x8 CO LINTEL SEE PLAN SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL ` , t4�, i . PRECAST LINTEL PER CL P.T. @TOP TO ALLOW TYP. TRUSS TO FRAME �,�� •°+thy ��' U � ( ) SEE TYPICAL HEADER SHEATHING �`� •' °•+••• � s CONT. 2x4 BLOCKING FRAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME b • o PLAN 7/16 O.S.B. EA. SIDE ADDITONAL '" (? SIMPSON A23 @ EACH A35 DIAGONAL TO iv WHERE O.H. IS > 1'-0", DROP GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-0" BRACE TO PLATE TRUSS BOT. CHORD 7'-0" < H:!:- 9'-4" 3 1/4" HOLD 1/2" J -BOLTS w/ 9'-4" < H614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7 SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d M SEE GABLE 110 EACH END AND 32" O.G. 24" O.C. FOR FALSE BM PROVIDE 2x BLOCKING W �•�e•�2�✓ MAX. ATTACHMENT w/ (3) 1 Od Y = CONNECTION DETAIL O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE NAILS @ EA. END. PROVIDE 16dNAILS = m .-� -� z OR REQ'D GABLE END TRUSS TO X¢ M 2x TOP PLATE TO D PLT.@12" O.C. MAX. = U GABLE END W/ 16d �I .° - �, w* a:*Q LO BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ CONNECTIONS W BRACE NOT REQUIRED L v o C) Z 0 SHEATHING NOT REQ'D A O SHEATHING NOT REQ'D BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. SYP#2 OR BETTER CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOWN. SHEATHING PER PLAN .• - '0 1- Q Uj Q 0 SEE PLAN FOR ai • sees* •• • . ��� TO BE CONT. @ THE TO CONT. THE (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF SUPPORT AND TIE P�� ` ��/fill' W m U_ GABLE 2x4 BRACE WITH TRANSITION FROM TRANSITION FROM SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. (2) 1 O NAILS TRUSSES PROVIDE BLOCKING BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS SEE ELEV. FOR BETWEEN TRUSS BAYS a. TRUSS TRUSS @ 6" O.C. O.H. SIZE \ - -- — CONT. 2x4 77 WHERE O.H. IS > V-0", DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE DROP END GABLE w/ @ 48" O.C. TO 3RD OUTLOOKERS @ 24" FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO BEAM PER PLAN SHEATHING PER PLAN. \ \ SEE 1ST COMMON TRUSS z (5) 16d NAILS BRACE \ CHART WITH 12d TOENAILS. WITH TO BLOCKING \ GABLE BRACING (+) E CONN ECT TO DROP O EXT. SHEATHING; \ SEE CHART GABLE WITH H2.5 CLIP. F— SIMPSON H10A SIMPSON H10A ATTACH PER PLAN MAX 2'-0" O.H. 0 - DIAGONAL TO BEAM DIAGONAL TO TOP T PLATE PROVIDE 2x4 BRACE U TO EA. ADJDIAG FASTEN . TO DIAG.. w/(2) STRONGBACK IF REQ'D - CONT. 2x4 W CONNECTION FRAME WALL CONNECTION 16dNAILs. PER CHART o BEAM (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" Q TO BLOCKING GABLE END O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE SHEATHING FASTEN FROM EAVES GABLE END TO EA. ADJ. DIAG. PER PLAN - SHEATHING FASTEN FASTEN TO DIAG .w/(2) SPLICE AS REQ'D --- ---- - --sees.--- ----- ----- 450 PER PLAN. 16d NAILS. W CONTRACTOR TO FIELD VERIFY WHICH -- SIMPSON H10A DIAG. CONDITION IS REQUIRED. CONTACT EOR TO BLOCKING FOR ADDITIONAL INFO AS REQ'Di SIMPSON A23 @ EACH A35 DIAGONAL TO iv H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-0" BRACE TO PLATE TRUSS BOT. CHORD 7'-0" < H:!:- 9'-4" 3 1/4" HOLD 1/2" J -BOLTS w/ 9'-4" < H614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7 bl GLG. NAILING SURFACEEMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ M SEE GABLE 110 EACH END AND 32" O.G. 24" O.C. FOR FALSE BM PROVIDE 2x BLOCKING W �•�e•�2�✓ MAX. ATTACHMENT w/ (3) 1 Od Y = CONNECTION DETAIL z TOENAILS EA. END O.C. MAX. 45° FROM J PROVIDE 16dNAILS = m .-� -� z OR REQ'D GABLE END TRUSS TO X¢ M 2x TOP PLATE TO D PLT.@12" O.C. MAX. = U GABLE END W/ 16d �I .° - �, w* a:*Q LO Q Q o m NAILS @ 6" O.C. O FRAMING FOR FALSE L CONNECTIONS BRACE NOT REQUIRED L v o C) Z 0 GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 T-0" (1) 2x4 BRACE 7'-0" < H:!:- 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE CMU WALL OR LINTEL a.. BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE WALL PER PLAN BRACE CONNECTION DETAIL TIE BEAM COURSE w/ (1) 2x4 STUDS 24" O.C., w/ SEE CHART. FOR REQ'D (FRAME WALL SHOWN; O #5 CONT. @ SINGLE BASE &TOP MAY ALSO BE PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ CONNECTIONS ca,� c., LA MASONRY) SHEATHING COVERING IF REQ'D @ 6" O9T.C. DIAGONSTRONAL TO 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � � � �� � DIAGONAL � • � � � '�.;-n Z :, .. CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLEVERTIGAL, �— 2ND 2x4 BRACE IF • • ( X c O' ak*fie REQ'D, SEE CHART NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 1`t 8" O.C. O Q® (G"E01 GABLE END @FLAT CEILING CONNECTIONS GEO GABLE END BRACING (GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP , 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING (2) 2x TOP PLATE OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER -- ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX' STUD TOP &BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING PER PLAN OUTLOOKER OR CONYFRAME OR Vrr^� ) z END NAILS EA. END (TYP.) (END NAIL PLTS. . HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER o �_ 0 V TO STUD) TRUSS PER PLAN — DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN 2x FASCIA w (2) 16d < rX s - INTO BLOCKING, (4) 8d SCHEDULE &NOTES o END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE FOR ADDT'L INFO. 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS I SIMPSON LSTA12 OR < rb O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS @ & W Z� g END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH END 24"O.C. IF HEADER WITH GABLE TRUSS - S DOWN FORDOUBLE TOP PLATE I UPLIFT SPAN 4'-6" OR J l'-9" MAX. OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 O I NAILS @ EACH WEB MORE. EXT. SHEATHING; J D p v TRUSS PER PLAN HEADER PER PLAN IF I ATTACH PER NAILING Z REQ'D. MIN (1) JACK & z EXTERIOR SHEATHING. SCHED. Z (1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN I I 2x DOWNFRAME TO FROM TOP OF WALL I DOOR AS REQ'D (2) 16d NAILS TO EA. VARIES LSTA18 HEADER TO w TO BOTTOM I I COMMON TRUSS Q STUDS TYP. BASE LU W RAKED DOUBLE TOP CONNECTION I I o W Z z 66 2x8 #2 SPF STUDS AT M 1 PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ CEILING NAILER AS REQ'D 1/2" x 8" J -BOLT @ 32" .', DTC CLIP, (2) 8d NAILS MASONRY WALL OR 2x8 #2 SYP PT. BASE I I 32" O.C. GABLE TRUSS MAIN SPAN ROOF ~ NOTE: PROVIDE ADDIT L O.C. AND 6 FROM EA. INTO BLOCKING, (2) I 1/2 THREADED ROD TO MASONRY. AT W I BLOCKING AS REQ'D END w/ NUT &WASHER PLATE W/ 1/2" x 8" MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN EA. SIDE OF HEADER WOOD WALL TRUSS 2x8 #2 SPF STUDS @ LINTEL SEE PLAN P` ANCHOR BOLT OR I W PER HIB -91 &TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR MANU.'S DRAWINGS; TITEN HD @ 32" O.C. & I = r SIDE OF EA. STUD. META16 I .PLATE & 6 FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) �.�. CEILING GYP. BD. IS 2x8 #2 SYP PT BASE 6" FROM EACH END I „ „ � • . CENTERED BETWEEN I STUDS) w/MIN 7 32 O.C. MASONRY WALL NOT A DIAPHRAGM PLATE FRAME AND CMU SEE I EMBED. INTO SLAB SHOWN, SEE PLAN WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU I l ONLY REQ'D @ BRG FOR WOOD OR CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY GEO GABLE END @VAULTED CEILING GEO GABLE END AT VALLEY FRAMING . a 3/4"-1'-0" I I 3/4"=1'-0.. - I I o 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d I - HEADER SCHEDULE R HEADER SC NAILS INTO BLOCKING, I I Q 2x6 COLLAR TIE HALF (4) 8d NAILS TO TOP U.N.O. ON PLANS WAY UP HEIGHT OF Ii VALLEY. FASTEN w/ (5) PLATE I _ F - EACHCOMMON NAILS @ I I S Z m 0 EACH END (TYP.) I ATTACH JAMB STUDS 0 W J I 2x6 RAFTER TO 2x8 TRUSS PER PLAN PER WF08/SD4 i/� L w I RIDGE BOARD W/ A35 Se TRUSS PER PLAN o ON (1) SIDE OF 00 0 1 RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 00 RAFTER TO OPP SIDE INTO BLOCKING, (2) I LO (AS SHOWN) 3/16 x 2 3/4 TAPCONS 100 24's @ 24" o.C. MAX. IN CMU. OR SIMPSON O J Z META16 AT 24 O.C. H FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, P.T BASE PLATE 0 W @ 24 O.C. W/ (2) 12d 0 0 2x6 (MIN.) PLATE THRU LU END NAILS @ EACH Q 0 _ SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON END. NOTE: CONTRACTOR TO NAIL 0 ~ ~ SDS SCREWS TO TOP LAY 2x4 BLOCKING 1st KING STUD INTO HEADER - — — — — — — — — — — — — CHORD OF EACH WALL SHEATHING PER PLAN LINTEL PER PLAN OVER THE TOP OF THE PER HEADER SCHED. THEN � 17- TRUSS BELOW BOTTOM CHORD. ATTACH ADDIT'L KINGS AS ( ) FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH 2 / W 1 Od REQ'D. SEE SCHED. FOR STRUCTURAL ENG: BAD L -1 VALLEY RAFTER NAILS @ EACH TRUSS NUMBER OF KING AND JACK DRAFTING: N� FRAMING (OR PRE -ENG AT 24" O.C. STUDS REQ'D. ��LDi VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL SANFOR� _-STRUCT_ TNT IJ 2x PLATE WITH QC CHECK. CC SIMPSON MTS12 0R LSTA12 & (5) 8d NAILS :Rl` JOB No. TM 2152304 _sees---------- @ --- @ EA. RAFTER TO PLT. SCALE: AS INDICATED CF01 FIELD FRAMED VALLEY DETAIL fiFO NON-BEARING WALL CLIP DETAIL fiFIDI4\TYPICAL HEADER DETAIL NOT USED 1 - 3 1 1 DATE: 08/08/2016 SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. c� a00�tttllfl!!J/�r�0 �, W bl M SEE GABLE GABLE BRACING @ 48" PROVIDE 2x BLOCKING �•�e•�2�✓ r�u Y 6 CONNECTION DETAIL O.C. MAX. 45° FROM FOR NAILING •,.•�•• u- 6•. y : .-� _j z OR REQ'D HORIZONTAL (+/- 10°) - �, w* a:*Q LO Q Q U CONNECTIONS BRACE NOT REQUIRED v o C) Z 0 6' FROM EAVES. TRUSS PER PLAN .• - '0 �[ Uj Q 0 SEE PLAN FOR ai • sees* •• • . ��� Z W 2x4 ATTACHED TO EA. SUPPORT AND TIE P�� ` ��/fill' W m U_ GABLE 2x4 BRACE WITH DOWN OF JACK Itl���,` `t, (2) 1 O NAILS TRUSSES PROVIDE BLOCKING BETWEEN TRUSS BAYS a. CMU WALL OR LINTEL a.. BEAM, IF REQ D w/ (3) @ 48" O.C. FOR FIRST 3 BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE WALL PER PLAN BRACE CONNECTION DETAIL TIE BEAM COURSE w/ (1) 2x4 STUDS 24" O.C., w/ SEE CHART. FOR REQ'D (FRAME WALL SHOWN; O #5 CONT. @ SINGLE BASE &TOP MAY ALSO BE PLATE w/ PLYWOOD FALSE BM PER PLAN 10d COMMON NAILS (1) A23 FROM \ CONNECTIONS ca,� c., LA MASONRY) SHEATHING COVERING IF REQ'D @ 6" O9T.C. DIAGONSTRONAL TO 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** � � � �� � DIAGONAL � • � � � '�.;-n Z :, .. CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLEVERTIGAL, �— 2ND 2x4 BRACE IF • • ( X c O' ak*fie REQ'D, SEE CHART NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 1`t 8" O.C. O Q® (G"E01 GABLE END @FLAT CEILING CONNECTIONS GEO GABLE END BRACING (GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP , 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING (2) 2x TOP PLATE OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ROOF SHEATHING PER -- ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. PLAN SPAN 2'-0") w/ (2) 16d 2-0 MAX' STUD TOP &BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING PER PLAN OUTLOOKER OR CONYFRAME OR Vrr^� ) z END NAILS EA. END (TYP.) (END NAIL PLTS. . HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER o �_ 0 V TO STUD) TRUSS PER PLAN — DTC CLIP, (2) 8d NAILS SEE HEADER CANTILEVER PLAN 2x FASCIA w (2) 16d < rX s - INTO BLOCKING, (4) 8d SCHEDULE &NOTES o END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE FOR ADDT'L INFO. 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS I SIMPSON LSTA12 OR < rb O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS @ & W Z� g END NAILS TO TRUSS HOLD WALL 3-1/2" @ EACH END 24"O.C. IF HEADER WITH GABLE TRUSS - S DOWN FORDOUBLE TOP PLATE I UPLIFT SPAN 4'-6" OR J l'-9" MAX. OUTLOOKER TRUSS PER PLAN 2x4 LEDGER W/ (2) 1 O I NAILS @ EACH WEB MORE. EXT. SHEATHING; J D p v TRUSS PER PLAN HEADER PER PLAN IF I ATTACH PER NAILING Z REQ'D. MIN (1) JACK & z EXTERIOR SHEATHING. SCHED. Z (1) KING STUD w/ SIMPS. TRUSS PER PLAN ATTACH PER PLAN I I 2x DOWNFRAME TO FROM TOP OF WALL I DOOR AS REQ'D (2) 16d NAILS TO EA. VARIES LSTA18 HEADER TO w TO BOTTOM I I COMMON TRUSS Q STUDS TYP. BASE LU W RAKED DOUBLE TOP CONNECTION I I o W Z z 66 2x8 #2 SPF STUDS AT M 1 PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ CEILING NAILER AS REQ'D 1/2" x 8" J -BOLT @ 32" .', DTC CLIP, (2) 8d NAILS MASONRY WALL OR 2x8 #2 SYP PT. BASE I I 32" O.C. GABLE TRUSS MAIN SPAN ROOF ~ NOTE: PROVIDE ADDIT L O.C. AND 6 FROM EA. INTO BLOCKING, (2) I 1/2 THREADED ROD TO MASONRY. AT W I BLOCKING AS REQ'D END w/ NUT &WASHER PLATE W/ 1/2" x 8" MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN EA. SIDE OF HEADER WOOD WALL TRUSS 2x8 #2 SPF STUDS @ LINTEL SEE PLAN P` ANCHOR BOLT OR I W PER HIB -91 &TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR MANU.'S DRAWINGS; TITEN HD @ 32" O.C. & I = r SIDE OF EA. STUD. META16 I .PLATE & 6 FROM JAMB LSTA18 OR MTS 12 @ (SEE SCHEDULE) �.�. CEILING GYP. BD. IS 2x8 #2 SYP PT BASE 6" FROM EACH END I „ „ � • . CENTERED BETWEEN I STUDS) w/MIN 7 32 O.C. MASONRY WALL NOT A DIAPHRAGM PLATE FRAME AND CMU SEE I EMBED. INTO SLAB SHOWN, SEE PLAN WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU I l ONLY REQ'D @ BRG FOR WOOD OR CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/ UPLIFT MASONRY GEO GABLE END @VAULTED CEILING GEO GABLE END AT VALLEY FRAMING . a 3/4"-1'-0" I I 3/4"=1'-0.. - I I o 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d I - HEADER SCHEDULE R HEADER SC NAILS INTO BLOCKING, I I Q 2x6 COLLAR TIE HALF (4) 8d NAILS TO TOP U.N.O. ON PLANS WAY UP HEIGHT OF Ii VALLEY. FASTEN w/ (5) PLATE I _ F - EACHCOMMON NAILS @ I I S Z m 0 EACH END (TYP.) I ATTACH JAMB STUDS 0 W J I 2x6 RAFTER TO 2x8 TRUSS PER PLAN PER WF08/SD4 i/� L w I RIDGE BOARD W/ A35 Se TRUSS PER PLAN o ON (1) SIDE OF 00 0 1 RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 00 RAFTER TO OPP SIDE INTO BLOCKING, (2) I LO (AS SHOWN) 3/16 x 2 3/4 TAPCONS 100 24's @ 24" o.C. MAX. IN CMU. OR SIMPSON O J Z META16 AT 24 O.C. H FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, P.T BASE PLATE 0 W @ 24 O.C. W/ (2) 12d 0 0 2x6 (MIN.) PLATE THRU LU END NAILS @ EACH Q 0 _ SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON END. NOTE: CONTRACTOR TO NAIL 0 ~ ~ SDS SCREWS TO TOP LAY 2x4 BLOCKING 1st KING STUD INTO HEADER - — — — — — — — — — — — — CHORD OF EACH WALL SHEATHING PER PLAN LINTEL PER PLAN OVER THE TOP OF THE PER HEADER SCHED. THEN � 17- TRUSS BELOW BOTTOM CHORD. ATTACH ADDIT'L KINGS AS ( ) FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH 2 / W 1 Od REQ'D. SEE SCHED. FOR STRUCTURAL ENG: BAD L -1 VALLEY RAFTER NAILS @ EACH TRUSS NUMBER OF KING AND JACK DRAFTING: N� FRAMING (OR PRE -ENG AT 24" O.C. STUDS REQ'D. ��LDi VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL SANFOR� _-STRUCT_ TNT IJ 2x PLATE WITH QC CHECK. CC SIMPSON MTS12 0R LSTA12 & (5) 8d NAILS :Rl` JOB No. TM 2152304 _sees---------- @ --- @ EA. RAFTER TO PLT. SCALE: AS INDICATED CF01 FIELD FRAMED VALLEY DETAIL fiFO NON-BEARING WALL CLIP DETAIL fiFIDI4\TYPICAL HEADER DETAIL NOT USED 1 - 3 1 1 DATE: 08/08/2016 SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PLATE LENGTHS MUST BE AT PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LEAST 8'-0" LONG. TYP. MORE THAN 50% OF 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) W TOP PLATE WIDTH BOTTOM PLATE w/ 4 OUTSIDE (2) 2x4's Q INSTALL SIMPSON PROVIDE 2x4 ON TOP O 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 0 PSPN516Z W/ (12) 16d FRAMING PLAN TOP PLATE ATTACH W/ LAP SPLICE 48" MIN & NAILS TYP. TOP & BOT. + (2) 10d NAILS O.C. ATTACH PER NAILING PATTERN ON THIS DOUBLE 10d @ 3" O.C. . ' (SOLID BLOCK W/ 2x6) 10d x 3" COMMON 10d x 3" + • . DETAIL TOP SPLICE X J 2x4 BEYOND AGAINST A8"M I I I I 1 LU p Z 2x8 STUDS /N 10d x 3" COMMON W O Uj ATTACH 2x STUDS TO ... , • a OVERLAP TOP PLATE 10d x 3" COMMON OPP. 10 10 TOP PLATE W/ (4) 16d N NAILS ((2) ON EA. SIDE) AT CORNER SIDE o 10d x 3" OPP. SIDE O TYP. AT ALL EXTERIOR 11 II 1 ATTACH 2x STUDS TO CONDITIONS NAIL BOTTOM PLATE TO CORNER STUD TOP PLATE W/ (4) 16d •' • X W PACK w/ (4) 1 Od NAILS NAILS ((2) ON EA. SIDE) 2x8 STUDS PER ' TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON CONDITIONS OPP. SIDE TOP SPLICE BOTTOM SPLICE OVER TOP PLATE CORNER TRANSITION STUD (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C - -- — PLATE DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S W fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT—UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" SHEATHING PER PLAN x ifzse LLi M 3/8" 2x DBL TOP PLATE MIN. 15/32,� EXP 1 SHEATHING BEYOND 2 INSTALLED VERTICALLY. 0 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE , e•*•'••e:���l/j ��'i a .• •. lh ''i U! oo AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING ROOF SHEATHING,7 d• •;' _ = _ -:711 v O = (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING FASTEN PER PLAN ti A. J = Z = w 2Ui NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON ?OAF 00 201" SCge ROOF SHEATHING, Z w Q V CL k R� T ROOF SHEATHING, k R T FASTEN PER PLAN ¢ O• II I I II II II p ~¢ � U) NAILS @ 3" O.C. <FNCgAA O FASTEN PER PLAN <FN�"yA� O C- v: O o w Q I I II II II a z 2 O8 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2" Ti�yO'4(�S,S, �'TyO�(�Ss �e•• N �.'� ,: _ z p 111—_--_----- �� U' COMMON NAILS@3"O.C. A�J— o — o Oy O/_/ e••� ••�!4``�` } III III I I I I I WALL SHEATHING O = a NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL 2x4 FRAMING @ 24" `���� m � SPLICE, SEE SPLICE A O.C. MAX. III 111 11 11 I ,-• EDGES 6" O.C. U.N.O. ON PLANS 1/2" 2x4 FRAMING @ 24" tltlttl�"�, DETAIL. MAX 1/8 g 2x4 #2 SYP CONT. w/ (2) III OPENING III I I I I I I SPACE BETWEEN w W 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" 16d COMMON NAILS -m a DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1O NAILs III III 4 II PANELS = U COMMON NAILS @ 3 O.C. " III I I I I I I I U) 6 PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO EXTERIOR SHEATHING @ 4 O.C. PROVIDE (4)10d x3 NAILS AT JOINT EA. STUD OR TRUSS 3 J O PER-ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. -' HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, III TYP. III II II I1 Z) O STUD PER PLAN III OPENING III I I I I I1 O TOP &BOTTOM " @ 4" O.C. USE I(N) 1/4" TAPCONS AROUND 2x STUDS BEYOND, J SHEATHING SPLICE, SEE PLAN FOR MORE O Q (VERTICAL MEMBERCIF GABLE END USS END OR @ BETWEEN EXTERIOR pER PLAN CONNECTION PER-ENG TRUSSES 2x FASCIA 24" O.C. EMB @ III III II II II CI III III 11 II I INFO W Z O SHEATHING & GYPSUM WALLBOARD 2x FASCIA PER PLAN' N 7I �I w = 0 BLOCKING III I 11 11 1 II I II II 11 11 Q W o NOTE: (2> 8d TOE NAILS TO _ III 111 I I 11 I I ca W O I - 15/32 OR 7/16 STRUCTURAL 1 PLYWOOD / O.S.B. TO BE JOINT, MAX. 1/8 GAP CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS LEDGER TO LEDGER TRUSS PER PLAN p., • O PER PLAN I _1 L — —I La �� 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d � N m USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS 1/4 x4 TAPCONS 12 o — — — _ — — — — — — — — — — O REQ D. EXCEPT AS NOTED ON PLANS. NAILING PER @ 2x FRAME WALL PER — — W O NAILS @ 16 O.C. ' FLOOR SYSTEM Q SCHEDULE O.C. PLAN•_ — — — — — — — — — L' SHEATHING SPLICE NOTE: SAME THICKNESS AND SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY 2x4 BLOCKING PLACED STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.W. SIZE WALL OR TRUSS SEE CD PLAN (TRUSS SHOWN) CUT TO FIT 2x BOTTOM PLATE FLATWISE (2) 16d F,w U OPENING SIZE __0_J BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END • '01CONDITION @CMU WALL CONDITION FRAME WALL SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT SHEATHING SPLICE DETAIL TO BEAR ON MASONRY OR CONCRETE UNLESS FELT O NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF AF1 PLYWOOD SHOULD BE MAINTAINED EXTERIOR SHEATHING SCHEDULE PAPER Is PRESENT. 1/8" GAP BETWEEN SHEETS OF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF'l TYPICAL SCAB OVERHANG DO LEDGER @ LOW ROOF 3/4"=1'-0" REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS ea- SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. �/1 DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS v// Z SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE CONNECTION CONNECTION + EACH END rte. J (� v @ EACH STUD 12d NAILS @ EACH END * 2x12 BOX HDR w/ 2x8's xx x � W TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL ¢ A PRE-ENGINEER D SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. per,, W (D y FRAMING PLAN FOR CORNER CONDITIONS �j WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS Q H $ SPACING EXTERIOR SHEATHING STRAP AROUND W LINTEL w/ (2)ROWS OF '+ ' (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF J �` NAIL PER PLAN TALLER STUD w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING g SEE PLAN FOR ) +� CONNECTION Z ' �' 16" O.C. MAX. TRUSS w/ (4) 12d AILS 2x8 w/ (2) 10d NAILS @ � � �C CONNECTION yC C BRG WALL, SEE i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL %% ++ O PLAN FOR STUD SIZE & i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL U � SEE FLOOR PLAN FOR LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL SPACING. MIN (2) 2x L W� MORE BRG. WALL INFO SLOPE AS REQ'D 2x8 #2 SPF VERTICAL @ 24 O.C. w/ EXT. o W F- UNDER GIRDER TRUSS LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN „ LINTEL PER PLAN SHEATHING PER -1 Z Z 1} U.N.O. i i @ 24 O.C. w/ EXT. z 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH .tea 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. '' (4) 12d NAILS EACH TRUSS MEMBER (TOP I-- SIMPSON LSTA24 EACH (2) 2x TOP PLATE TRUSS MEMBER SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS W STUDVERTICALLY VERTICALLY ALONG W/ WEBBING) LU ATTACH 2x TO 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) 1O NAILS @ 2x8 w/ (2) 1O NAILS @ 2x8 w/ (2) 1O NAILS @ 2x8 w/ (2) 1O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR. ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER o fiF1 SECTION @ DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER 3/4"=V-0.. 3/4"=1'-0" 1/2"=V-0" 1/2"=V-0" 1/2"=1'-0" 1 /2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO Q BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/2' SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. O 16" O.C. MAX.; TO GABLE END STUDS w (2) 1/4" X 3'/2' SIMPS. SDS S Z 0 EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. 0 W —j MAX.; Ld LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT (,L Q R NAIL AS SHOWN (5) 1 Od SYP #2 LEDGER w/ (2) CIO 01 NAILS PER PLY EXT. BEAM PER PLAN 1/4" x 2 3/4" TAPCONS AT 0 C* 0 12" O.C. HTS20 CLIP FROM POST TO BEAM SIMPSON H3 CLIP SHEATHING PER PLAN 1— 0 Uj Z PLAN VIEW TOP OF POST 2x4 SYP #2 LEDGER. U -j pLL• TO STUDS OR BEAM ,w/ (4) 1O NAILS FOR W i' 0 PT POST PER PLAN2 1/4" X 4'/z" SIMPS.7 CONV. FRAMED ABU POST BASE PER SDS SCREWS @ 16" MEMBERS ONLY PLAN O.C. MAX.; A � 5/8" THREADED ROD w/ TO GABLE END STUDS NUT SET IN ADHESIVE SDS SCREWS@ 16" FASCIA PER STRUCTURAL ENG ^ BAD o w/ (2) 1/4 X 3/ SIMPS. o7 O.C. MAX.;COMMUNITY SPECS DRAFTING: \ a a II a I . v _ SEE FOUNDATION TO MASONRY w/ 2x4 IPT 2x4 SYP #2 OR PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4"PRE-ENGINEERED STRUCT: TNT INFO x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" �ILD yc QC CHECK: CC O.C. SIDE VIEW BASE OF POST O.C. MAX. r. JOB No TM -2152304 SIMPSON H3 CLIP DESIGNED FOR SANFORD SHINGLE ONLY SCALE. AS INDICATED � --- - CDO CORNER COLUMN FRAMING — - , SDO) DATE: 08/08/2016 TYPICAL SHED ROOF DETAIL 11�1/2"=1,_0„ 1 3/4-10 i SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.