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HomeMy WebLinkAbout317 Big Spring Ter 15-2516 New Construction SFHTHORNBROOKE 40's COMMUNITY SPECIFIC u GENERAL CONSTRUCTION NOTE5: ' CHAPTERS AND SECTIONS REFER TO F.5L.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUT5 WITHIN TH15 SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS LOT 37 THORNBROOKE 40S ARE TO BE CONSIDERED "NOMINAL DIMENSIONS` OCCUPANCY AND CONSTRUCTION TYPE: TNI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-5 CLASSIFICATION. DARLINGTON 2585 ELEVATION A ■■� T CEILING CON5TRUCTION: I. THE GARAGE SHALL BE SEPARATED FROM THE RE5IDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM 50ARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HA51TABLE ROOMS A80VE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOAR) OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. GARAGE LEFT EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.1 AND A5TM C 1063, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F,B.C.R. - 5TH EDITION (2014) 810310 AND ASTM G 926. 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM G 1063-06 (1.11.4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 SF. TAYLOR MORRISON AND DELINEATE ARE45 NOT MORE THAT 100 5F. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 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 EXPAN51ON JOINT OCCURS IN BASE EXTERIOR iWALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CON51DERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50YE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. FLASHING: 1. 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 ROOF OPENINGS. 2. APPROVED CORRO51ON-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER A5 TO PREVENT ENTRY OF WATER INTO THE STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SUE2FACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION-RE518TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8, WINDOW IN5TALLATION: I WINDOWS 5HALL BE 1N5TA1 LEn AND F1 A5HED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION MONO FOOTING, ALUMINUM OVER 2x& 5U5 FASCIA, 5HINGLE ROOF, ELECTRIC NEAT, 50 GAL, W.H., 200 AMP SERVICE/PANEL BOX, 6-S DOOR5 THROUGHOUT, PAINTED KNEE W4LL5, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAI. COV — GENE RAL NOTES, INDEX, SPECIFICATIONS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. 1 SLAB INTERFACE PLAN DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, 50LID CORE 2A1 1 — MAIN I N F LOO R PLAN NOTES (5.C.) OR HONEYCOMB GORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL051NG DEVICE. 1FLOOD ZONE REQUIREMENT5: 2A2MAIN FLOOR P LAN DIMENSIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2 B 1 - UPPER FLOOR PLAN NOTES ASPNAILT SHINGLES (IF APPLICABLE) I. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL 5E INSTALLED IN ACCORDANCE WITH SECTION 8905.2.6 AND 8905.2.6.1. 2. ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES 2 B 2 — UPPER FLOOR P LAN DIMENSIONS FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 UNDERLAYMENT COMPLYING WITH ASTM ) 226, TYPE I OR TYPE 11, 45TM ) 4869, TYPE I OR TYPE 11 OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH 2C - INTERIOR ELEVATIONS, STAIR SECTION SECTION 89052.1. C x m w CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE): 3A1— FRONT ELEVATION I. WHEN STANDARD OR OPTIONAL; FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST'S 2',0` NIGHER THAN THE ROOF OR RIDGE THAT 15 101.011 AWAY OR CLOSER. 3A2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION TUB AND SHOWER AREA5: 3A3FLASHING DETAILS I. GEMENT, 1`15ER-GEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM 61288, C1325, OR CI118 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. 3A4 - FLASHING DETAILS TERMITE PROTECTION: 4A- MAIN FLOOR ELECTRICAL PLAN I. PENETRATION, PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE 51 -A5 -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNE55 OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON-CORRO51VE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. 4B UPPER FLOOR ELECTRICAL PLAN NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, - 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, (IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) L` HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: 0 O I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO TNI5 RECORD COPY PLAN SET AT THE TIME OF APPLICATION FOR PEWIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, EI OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 rmm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE REVIEWED FOR CODE COMPLIANCE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 126 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. NS EMMIN R 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND DATE SHALL AL50 CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS. +� 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3, SANFQRD 13UILDING DIVISION EXHAU5T FAN5 AND VENTING: A PERMIT E ISSUED SHALL BE CONSTRUED TO BEA LICENSE TO PROCEED WITH THE WORK AND IJOT AS 1. OUTDOOR DSGHARGE, THE AIR REMOVED 5Y EVERY MECHANICAL EXHAUST SYSTEM SHALL 5E DISCHARGED ?0 THE OUTDOORS. AIR SHALL NOT 5E AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE, ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT 2. EXHAUST AIR FROM 5ATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RE5IDENCE OR TO ANOTHER DWELLING UNIT AND SHALL THE BUILDING OFFICIAL FROM THEREAFTER BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHARGE INTO AN ATTIC, CRAWL REQUIRING A CORRECTION OF ERRORS IN PLANS, SPACE, OR OTHER AREAS INSIDE THE BUILDING. CONSTRUCTION OR VIOLATIONS OF THIS CODE 3. DUCT LENGTH, THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT. AN 157 N A FOR THE APPLICATION, THE MAXIMUM LENGTH OF TH EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN S INSTALLED D L ED AND LABELED R E PPL E E EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, 5HALL 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 ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 COMPACTION TEST LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR REQUI"D THE WORDS "THIS DRYER EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED 5005TER FAN." Results to be Yeriftecl 4, PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMGA STANDARD 550 IN F5C. at Slab Inspection ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM TNI5 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 GODE5 SHALL BE BROUGHT TO THE ATTENTION OF THE )RAFTER'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. 01-01-2015 A SANFORD ��Aq RrtM�r, I I i • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 • • C x m w 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS-COM TAMPA • DENVER C LO 00 0 J z �N`.I (� >>JC', L` �U)t1 • 0 O �m = n � J T O EI Oi t � * N C 1 ro� +� o� Zr�� • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 (A 0 d- O O z m O 0Ce � � O ry � O M J 110 2585 , �IIII•��III��I�I� • TI TLE • COVER SHEET GENERAL NOTES • SHEET • cov. 02) DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS-COM TAMPA • DENVER EST. 1994 z (A 0 d- O O z m O 0Ce � � O ry � O M J 110 2585 , �IIII•��III��I�I� • TI TLE • COVER SHEET GENERAL NOTES • SHEET • cov. 02) DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS-COM TAMPA • DENVER EST. 1994 (A 0 d- O O z m O 0Ce � � O ry � O M J 110 2585 , �IIII•��III��I�I� • TI TLE • COVER SHEET GENERAL NOTES • SHEET • cov. F_ I L 52'-4' AIR HANDLER ELEVATION LINES FROM UPPER FLOOR 1'-411 > 0 1a1 ti PITCH 1/8" /FT. — _1 F — - — 8" C.M.U. WALL A5V: _«� 6" C.M.U. WALL A5V. Lo Vr 0 0 J h0) N �`,MN 1 l 4" P.V.G. v: LA� 5'-6.. / a i F I — _1 F �I W.C. pAp O I I DRY)=R I / Lo OIL • PAVERS e ro •' � •L 0N C 0 30l E�rroW N �pf0 — J L — _j y 3/4 CONDEN5ATION TILE D C —_ DRAIN BY PLUMBER _ 5EAT SHOWE I OPT. ABV. G SS - WA5HER = 3'-0"x3-0" A/C 20' -II" 2'-1" ` 1'-811 3'-10" PAD (5EE MECH. `-- i I I �" CONTRACTOR 28'-8° I'-91. 51-111 2'-8" a� FOR LOC.) e, _ :n i 1 `' 3/4" CONDENSATION 14'-6" DRAIN BY PLUMBER II 3/4" RECE56- FOR `" ENTRY DR 3 81 N i— — — PRE -PLUMS 7_ — — LT. 4" P.V.C. AIR HANDLER— I'-3" 2'-5" 18'-6" LINES FROM UPPER FLOOR = UPPER FLOOR — NOTE: ALL 5LA5 ANGLES 21-1" r 1 ARE AT 45' I UN.O.J ^ �' �, J C; - \ / \ Z REFERENCE i S! > ,L ELjEVATION _ �, L LIJ a \�\� Lu ru 11.1 PROVIDE WATER PITCH PITCH ;� LINE FOR ICE MAKER J C.J TO DRAIN C.J. 1/8" / FT. `„ ---- ---------I-----.—..----- - v Q 3 6 1 ^AA _ ZIP 117-76- 5LAB I 3A2 K. OF REF, 9'4" 31'-10" l \ 9' I" 3l.V1 20'-011 1 811 r I 11 11 3 0 LINE OF 3" STEEL 1 G.C. VERIFY ACRYLIC �, 1 PIPE FOR CONCRETE ON LANAI 1 11 � l BOLLARD A5V. $11L_J ,all K; <; 18" HIGH 5TAND ABY. i GA) �o 65'-4" TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT 5UBTERRANEAN TERMITE5 G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * USANFORD :x 2 95 SLAB INTERFACE PLAN SCALE: 1/4" = 1'4 GARAGE LEFT • JOB NUMBER 25002.227: CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED . p m • N • U ,• ° r • �;•..1 C9 DAVIS BEWS DESIGN G1tOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 396'7'7 813.925.1300 TEL 813.925. 1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 V / omO 0 i� 0 707 �o rf000 0 0 o W z M ' J 2585 • TITLE • SLAB INTERFACE PLAN ou • SHEET • X ro w Lo Vr 0 0 J h0) N �`,MN (h Lo OIL • 0 0 ro •' � •L 0N C 0 30l E�rroW N �pf0 y D C • JOB NUMBER 25002.227: CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED . p m • N • U ,• ° r • �;•..1 C9 DAVIS BEWS DESIGN G1tOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 396'7'7 813.925.1300 TEL 813.925. 1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER EST. 1994 V / omO 0 i� 0 707 �o rf000 0 0 o W z M ' J 2585 • TITLE • SLAB INTERFACE PLAN ou • SHEET • AIR HANDLER HANSEN BOX - DIRE T VENT DRYER T.OM. LINES FROM BELOW PRECAST T.O.M. TEMP. GL. ENGL. LINTEL 13 TEMP. 5H. 26 5I. FLAT HEADER 9' 4" UPPER FLOOR 9' 4" G.C. VERIFY TEMP. N.B. ON 42 H. LOW WALL HD. AT 8 -m HD. AT 8 m AT 8 m A.F.F. A.F.F. GLA55 INSERT FOR 3,-0,,x3-0,, A/C 3' m"x3 m" A/C FRONT DOOR. 2m" H. TILE - W.c. UMED PAD (SEE MECH PAD (5EE MECH 5 5H. u F 15I. 1 F (CONTRACTOR I ICONTRACTOR I LAV. SEAT n ° - - - - - M _ - - IFOR LOC.) I IFOR Loc. [ I oPr. -11 oPr— I r.oM. — � LWASNER J LDRYER 9'-4" L — — _J — 1-68-0 TILE TEMP. GL. ENCL. BFD 24" GL. SHOWER ON 42" H. LOW W PWDR FLUSH FRAME PAYERS 1'8Xa o M. BATH UTIL DENTO FURRING 9 4 11, -4» x10 -6" I w` CPT. TILE 9'-4" FLAT CLG. 9 `4 CLG. ,�, 9'-4" FLAT CLG. ENTRY i n " ua �i 9 a CLG, 9'-4" PLT. HT. I _ 2-6x8-O+� a, T.O.M. MASTER SUITE BFD M.G. o� 16'-0"x14'-4" s CLG. a 9'-4" FLAT CLG. 9' 4" CLG. f� �, $n I I AIR HANDLER FLAT HDR LINES FROM Ar FOYER AT 4' 4" UPPER FLOOR g'-4" INSULATE CLG, I oZ 5EE SECTION - - - - 2x6 WALL ! FLAT CLG. WALLS x8 �� o x8 L - - - LINE OF SECOND a 19'-4" SLOPING I 2 5 OR 91-411 ARCH FROM 5 5I. D FLOOR ABY. a I cLG. cLG. I I vo uME CLG._ s' m" To s' -a" BARREL ARCH FLUSH FRAME L - _ - - 9 \ FROM 8'-m" A/ PRE PLUMB TO FURRING �; R/5 I UP \ \ TO 8' 8" / / LT. 6' v STAIR DATA: \ \ IS RISERS AT \ LINE OF SECOND I PAVER DRIVE / LEAgWALK Ksu OPENING I 1.38" EACH ARCH FROMFLOOR ABY. T.OM. T.OM.TO UNDER 36 H. 8'-m" TO8'-8"/// \ Di+4" 9' 4" S?AIRS I IRON RAILING Im.mm ?READS GPT. TILE \ cln0s I � I \ F,� INSULATE AFF. \ ABOVE I1 11 i /INSULATE ABovE ARAGE G � W/ OPT. MA5TER o 2 STORYI 194F I ., �I 1 1 I 20'-o"x2o'-o" Q I SUITE 2 i CLG. I CLG. N Q) 1 I 9'-4 PLT. HT. ocL I /AA\ Lu I 3A3 LANAI FAMILY ROOM ARCH FROM I DINING I \ o KITCHEN I �� o I 8 9'-8"x14'-4" 19,76„x14'-0” V -O" TO 8' Sa I 10'-6"x14'-0" I / \ 9'-4" FLAT CLG. I oe I Lu n 9'-4" PLT. HT. 2 -STORY VOLUME I A 9'-4" FLAT CLG. - I INSULATE o 2C I I = WALLS W °' LINE OF SECOND I � I O o LINE OF 3" STEEL G.C. VERIFY ACRYLIC 4 u, VENT HOOD FLOOR ABV. I a I o I TO EXTERIOR I PIPE FOR CONCRETE o BOLLARD ABV. o I O RANGE I o BOTT. OF LINTEL T.OM. I arc I W/ HOOD I IS IIGI L - - - - - - - -� STAND T.O.M. AT 8'-m" A.FF. 9' 4° I j - - - - J GAL. 9.4 O.H.C. O O O.LC. W.N ;4 .F T.O.M. T.O.M. 2 - 26 5H. T.OM, T.OM, N.B. 9' 4" 9' 4" IP. AT V-01'9'-4" 9'-4" A.F.F. REFER TO SHEET 2A2 AFF. FOR MAIN FLOOR PLAN 1IMEN510N5 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER V) �. C) 0 0 0 zUO pmml 0 1 0 ISL M SANFOpD >m HATCHING LEGEND � � �A, INSULATE WALL 0 15 2 5 1 6 LL ;;=A • TOTAL. LIVING 2582 S.F. TYPICAL MASONRY x ro w LANAI WINDOW SCHEDULE 0 -11 S.F. WINDOW WIDTHS 0 title,�► p. 2011 21" 31" 53" WINDOW CALL -OUTS ,h >jM U 26" 12 5H 1/2 32 5N 22 5H 32 5H W 0 0 �5N aJ�ti OtCO �=L�0% 3�E = 39" C4 _ 0. tp 13 5H 1/2 33 5H 23 5H 33 5H Z0 _ .1 J 0 51" 14 5H 1/2 34 5H 24 5H 34 5H z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H '—'z 12" 3 16 5H 1/2 36 5H 26 5H 36 5H C.C. VERIFY MASONRY OPENING5 FOR ALL WINDOW5, uj WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER O MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLAN5 FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5N, CA5EMENT- G5MT, OR FIXED GLA55- F.G.) DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER V) �. C) 0 0 0 zUO pmml 0 1 0 ISL M SANFOpD >m HATCHING LEGEND � � �A, INSULATE WALL 0 15 2 5 1 6 LL ;;=A • TOTAL. LIVING 2582 S.F. G,4R,4GE x ro w LANAI CAD FILE NAME LOT37 TB 0 -11 S.F. REVISED 0 title,�► p. do N0) to rn �N�(h ,h >jM ° 41 con 0 0 �5N aJ�ti OtCO �=L�0% 3�E C4 _ 0. tp ) Z0 _ .1 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER V) �. C) 0 0 0 zUO pmml 0 1 0 ISL M SANFOpD >m HATCHING LEGEND � � �A, INSULATE WALL 0 15 2 5 1 6 LL ;;=A • TOTAL. LIVING 2582 S.F. G,4R,4GE • JOB NUMBER 25002.224 • LANAI CAD FILE NAME LOT37 TB ISSUED 07-01-15 -11 S.F. REVISED 32.4 1 S.F. title,�► p. ,h •i we con DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER V) �. C) 0 0 0 zUO pmml 0 1 0 ISL M SANFOpD >m HATCHING LEGEND � � �A, INSULATE WALL 0 15 2 5 1 6 LL ;;=A • TOTAL. LIVING 2582 S.F. G,4R,4GE 455 S.F. LANAI 139 S.F. ENTRI' -11 S.F. TOTAL SQ. FT. 32.4 1 S.F. MAIN FLOOR PLAN NOTES 5CALE: 1/4" = 1'-0" GARAGE LEFT 2585 • TITLE • MAIN FLOOR PLAN NOTES SHEET II 1H1 it c j ` p. 7k'.05" W-4" mm REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES • x ca m C L — — J c � �� v ISSUED 07-01-15 OLDSMM, FLORIDA 34677 Q 813. 925.1800 FAX W W W.DAVISBEWS.COM REVISED -�� EST. 1994 r N00) M cA > PJM `. 6 L. 00 = ti V J 7k'.05" W-4" mm REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES • x ca m C U To 0 v c � �� v ISSUED 07-01-15 7k'.05" W-4" mm REFER TO SHEET 2AI FOR MAIN FLOOR PLAN NOTES m mmC) 0 0 0 Den ce 0 ne oM F— i- 2 5 8 5 p,VlLp"yUSANFO&[Dj TITLEMAIN FLOOR PLAN DIMENSIONS 5 .,,2 _ - MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-� GARAGE LEFT • x ca C U To 0 LOT37 TB c � �� ISSUED 07-01-15 OLDSMM, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM REVISED -�� EST. 1994 N00) M }iiJlill/ > PJM `. 6 L. 00 = ti V J 0.c0 3�E f U. -_O " t :2 ;: C'i 0. e r. �ro� +� zr20 m mmC) 0 0 0 Den ce 0 ne oM F— i- 2 5 8 5 p,VlLp"yUSANFO&[Dj TITLEMAIN FLOOR PLAN DIMENSIONS 5 .,,2 _ - MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-� GARAGE LEFT " ADB NUMBER 25002.224 " CAD FILE NAME LOT37 TB DESIGN GROVP ISSUED 07-01-15 OLDSMM, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM REVISED -�� EST. 1994 }iiJlill/ " e r. O �eyy 0ryd U � ect It m mmC) 0 0 0 Den ce 0 ne oM F— i- 2 5 8 5 p,VlLp"yUSANFO&[Dj TITLEMAIN FLOOR PLAN DIMENSIONS 5 .,,2 _ - MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-� GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMM, FLORIDA 34677 813.925.1300 TEL. 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER -�� EST. 1994 m mmC) 0 0 0 Den ce 0 ne oM F— i- 2 5 8 5 p,VlLp"yUSANFO&[Dj TITLEMAIN FLOOR PLAN DIMENSIONS 5 .,,2 _ - MAIN FLOOR PLAN DIMENSIONS SCALE: 1/4" - 1'-� GARAGE LEFT PROVIDE 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT T41 UNDER A.H.U. PLATFORM 2 6x6 a BATH 2 LAV. LAV. CPT. TILE 91.011 7e CLG. ih BATH 3 LuBEDROOM 4 LAV. UJ.C; CLG. 13'-6"x11'-0» BEDROOM 2 - 9'-0" FLAT CLG. 13'-4"x12'-8" 9'-0" FLAT CLG. cn `Y' N = CLG, PROVIDE 42" H PAN AND DRAIN Lu L — J LOW WALL 2.6x6-8 UNDER A.H.U. �o 6-0x6-8 'T pp rAH. BFD CLG. DOWN N0.2 I 2-6x6-8 � — — -----�5 ----- i 42" H. :2"H. 24" N. A/G FLUSH FRAME LOW WALL WALL PLATFORM 9 2x4 TO FURRING CLG. FRAME BELOW WALL I X /OPEN To LOFT BELOW 11 '- 0"x 14'- 4" «� 9'-0" FLAT CLG. e � � FLUSH FRAME TO FURRING BELOW 2 - 3050 5H. ND, AT 1'-8" 2x 2x4 FRAME FRAME WALL WALL REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS 3050 5H, HD. AT T.-8" * EGRE55 0 cn Qa I �m R/S R/S CLG. 2-4x6-8 BFD BEDROOM 3 12'-6"x11'-0" 9'-0" FLAT CLG. u, ci LuLu CLEAR OPENING HEIGHTS IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES A5OVE 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 41NCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED 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 ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) 83122 - - - - - - - - - - - - - - - TYPICAL WOOD FRAME • x ro w WINDOW SCHEDULE DAVIS BEWS N 00 E '5%E *+ WINDOW WIDTHS DESIGN GROVP 20" 24" 36" 4811 H TAMPA •DENVER WINDOW CALL -OUTS r 20" 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. _ 24" 9 J 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 5H 4040 5H z 60" 3: 1850 5H 2050 5H 3050 5H 4050 5H 22" 1860 5H 2060 5H 3060 5N 4060 5H G.G. VERIFY ROUGH OPENINGS FOR ALL WINDOWS, Lu WINDOW 51ZE5 AND INSTALLATION MAY VARY PER F— MANUFACTURER AND 5PECIFICATION5. 0 Z REFER TO FLOOR PLANS FOR STYLE OF WINDOW U5ED (51NGLE HUNG -51-1, CASEMENT- CSMT, OR FIXED GLA55- F.G.) - - - - - - - - - - - - - - - • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 ED x'1'6111 11 f f f �o,, u-s • x ro w �. DAVIS BEWS N 00 E '5%E *+ U r0 do 2NoM 7 >;Jcy L• -c _' 0 o�Co _�, 0 o ._ �o o N, ro'' z—Z2° DESIGN GROVP 150 STATE STREET EAST OLDSMM;, FLORIDA 34677 813. 925. 1300 TEL • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 ED x'1'6111 11 f f f �o,, 1 I 0 I0 W0 N LL Z0 ne M0 Now 2585 9:01ILDmv, • TITLE • SANFORD UPPER FLOOR PLAN NOTES 5 ,. 2 1 • UPPER FLOOR PLAN NOTES GARAGE LEFT u-s ' �. DAVIS BEWS z DESIGN GROVP 150 STATE STREET EAST OLDSMM;, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA •DENVER EST. 1994�- 1 I 0 I0 W0 N LL Z0 ne M0 Now 2585 9:01ILDmv, • TITLE • SANFORD UPPER FLOOR PLAN NOTES 5 ,. 2 1 • UPPER FLOOR PLAN NOTES GARAGE LEFT u-s ' �. z 1 I 0 I0 W0 N LL Z0 ne M0 Now 2585 9:01ILDmv, • TITLE • SANFORD UPPER FLOOR PLAN NOTES 5 ,. 2 1 • UPPER FLOOR PLAN NOTES GARAGE LEFT c OpF SAN RD Rl UPPER FLOOR PLAN DIMENSIONS- 5CALE: 1/4" = P-0" GARAGE LEFT • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 T9 ISSUED T-01-15 REVISED se ee eu •LL Les c R a r+" e 4 r o V 1 DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 ON C) 0 0 ce cn 0 dzi (Mf) 0 0 o>mM J • TITLE • UPPER FLOOR PLAN DIMENSIONS 'c x w C 0 ' vI `` C C U 4)O N . ~ �N`,M >_;JM ���. ro = T7 JV � 0 CO [L L � L .5,.; cm 0. O �f L cn W � Z r • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 T9 ISSUED T-01-15 REVISED se ee eu •LL Les c R a r+" e 4 r o V 1 DAMS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER EST. 1994 ON C) 0 0 ce cn 0 dzi (Mf) 0 0 o>mM J • TITLE • UPPER FLOOR PLAN DIMENSIONS d OPT. 8" TRAY Cl -G. IN MASTER SUITE b- STAIR NOTES: OPEN TO FAMILY ROOM / U r0 60 0 N M N d >�jm °�LL. J o�Co LL Y 0 .c m 0 Z� RAILING 42" H. 36" H. CONTINUOUS BALUSTERS SHALL BE SPACED 50 THAT LOW WALL GRASPABLE 3/4" f A 4" SPHERE CANNOT PA55 THROUGH, RAILING DEGk BEAM HANpRAIL9 LINE OF 6'-8" MIN. BEAM HANDRAILS FOR STAIRWAYS SHALL BE FLOOR HEAD CLEARANCE CONTINUOUS FOR THE FULL LENGTH OF SYSTEM Fl THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE - LOWEST RISER HANDRAIL ENDS SHALL/ T BE RETURNED OR SHALL TERMINATE IN 3611 H. 10,001, 2x STRINGERS NEWEL P05T5 OR SAFETY TERMINALS. IRON RAILING (TYP.) HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 I" NOSING u INCH BETWEEN THE WALL AND ITYP.) HANDRAILS STORAGE CONTINUOUS GRASPABLE HANDRAIL 9 x UNDER STAIRS MUST MEET TYPE ONE OR TYPE TWO 2x TREADS AND CRITERIA N Ix RISERS (TYP) ER-STAIR n TREADS AT I���° EACH PROTECTION CESSIBLE SPACE UNDER STAIRS SHALL NDER STAIR SURFACE AND ANY SOFFIT FP STAIR SECTION N THE ENCL05ED 51DE W/ 1/2 INCH GYPSUM ROARn PFQ FRr Q . KTu FnITION (901A) IPW'1 $CALE: 1/4" - 1411 d OPT. 8" TRAY Cl -G. IN MASTER SUITE TYP. ARCHWAY ASCALE: 1/4" - I'-0" SANFORD d y INTERIOR ELEVATIONS STAIR SECTION SCALE: 1/4" = I'-0" GARAGE LEFT b- OPEN TO FAMILY ROOM / U r0 60 0 N M N d >�jm °�LL. J o�Co LL Y 0 .c m 0 Z� TYP. ARCHWAY ASCALE: 1/4" - I'-0" SANFORD d y INTERIOR ELEVATIONS STAIR SECTION SCALE: 1/4" = I'-0" GARAGE LEFT JOB NUMBER 25002.224 CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED pets `. t • d f clN ( O i R 1, Sj l 1, DAMS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMW FLORIDA W77 813 . 925 .1300 'TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 m smO 0 i� 0 0 z0 >= V M J 2585 • TITLE • INTERIOR ELEVATION STAIR SECTION • SHEET • x w C 0 e� L L L 00 � E � U r0 60 0 N M N d >�jm °�LL. J o�Co LL Y 0 .c m 0 Z� JOB NUMBER 25002.224 CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED pets `. t • d f clN ( O i R 1, Sj l 1, DAMS BEWS DESIGN GROUP 150 STATE STREET FAST OLDSMW FLORIDA W77 813 . 925 .1300 'TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER EST. 1994 m smO 0 i� 0 0 z0 >= V M J 2585 • TITLE • INTERIOR ELEVATION STAIR SECTION • SHEET • 3/4" THICK PLT. HT. I'-4" W. x F -O" H. DECORATIVE FIXED SHUTTERS N TYP. CROSS-SECTION OF RAISED 6 12 TEXTURED FINISH BANDING AND / SECOND F.F. LINE OR SAND FINISH KEYSTONE M SCALE: 3" : 1'-0"`A T.O.M. 5" BANDING TEXTURED FIN15H BANDING MAIN F.F. LINE GRADE LINE (ASSUMED) 6 12 -SHINGLE 12 6 ROOF/ 12 G.G. VERIFY ALUM. OVER 4INGLE a6 2x6 51,115 -FASCIA ROOF (TYPICAL) PLT. HT, 4" BANDING 16TUCCO ZSTUCCO FINISH FINISH -- 1'-4" W' x 5'-0" H. DECORATIVE FIXED SHUTTERS T 4" BANDING 12 12 (TYP.) SHINGLE Q6 SHINGLE a6 ROOF ROOF SECOND F.F. LINE T.O.M. 8" BANDING M 6" BANDING 4" BANDING TEXTURED FINISH BANDING MAIN F.F. LINE _ 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) G.C. VERIFY TEMP. FRONT ELEVATION FRONT DOOR, FOR FRONT DOOR. SCALE: 1/4" = I'-011 •I x w w C 0 V/ `L 0 0 l0 4 V rQ CE 0 n ON��l� 5��. ro= 0 Co. FL s Lo*m u u 0.- 0 Z'5 o ISSUED 07-01-15 X � w � Z 3/4" THICK PLT. HT. I'-4" W. x F -O" H. DECORATIVE FIXED SHUTTERS N TYP. CROSS-SECTION OF RAISED 6 12 TEXTURED FINISH BANDING AND / SECOND F.F. LINE OR SAND FINISH KEYSTONE M SCALE: 3" : 1'-0"`A T.O.M. 5" BANDING TEXTURED FIN15H BANDING MAIN F.F. LINE GRADE LINE (ASSUMED) 6 12 -SHINGLE 12 6 ROOF/ 12 G.G. VERIFY ALUM. OVER 4INGLE a6 2x6 51,115 -FASCIA ROOF (TYPICAL) PLT. HT, 4" BANDING 16TUCCO ZSTUCCO FINISH FINISH -- 1'-4" W' x 5'-0" H. DECORATIVE FIXED SHUTTERS T 4" BANDING 12 12 (TYP.) SHINGLE Q6 SHINGLE a6 ROOF ROOF SECOND F.F. LINE T.O.M. 8" BANDING M 6" BANDING 4" BANDING TEXTURED FINISH BANDING MAIN F.F. LINE _ 4" BANDING GRADE LINE DOOR SURROUND (ASSUMED) G.C. VERIFY TEMP. FRONT ELEVATION FRONT DOOR, FOR FRONT DOOR. SCALE: 1/4" = I'-011 E D//voORD ,0 ��rt ;� ELEVATION "A" GARAGE LEFT DAVIS BE DESIGN GIPLIOVP 150 STATE STR.EET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVE'.R. EST. 1994 Now C) Nim 0 i� 0 0111 cem 0 rylo o 0 W z M J J • 2585 • TITLE • FRONT ELEVATION DETAILS •I x w w C 0 V/ `L 0 0 l0 4 V rQ CE 0 n ON��l� 5��. ro= 0 Co. FL s Lo*m u u 0.- 0 Z'5 LOT37 TB E D//voORD ,0 ��rt ;� ELEVATION "A" GARAGE LEFT DAVIS BE DESIGN GIPLIOVP 150 STATE STR.EET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVE'.R. EST. 1994 Now C) Nim 0 i� 0 0111 cem 0 rylo o 0 W z M J J • 2585 • TITLE • FRONT ELEVATION DETAILS • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED •• •• Ln u F i• O _ z ♦ _ .,. I . I II v' E D//voORD ,0 ��rt ;� ELEVATION "A" GARAGE LEFT DAVIS BE DESIGN GIPLIOVP 150 STATE STR.EET EAST OUXMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVE'.R. EST. 1994 Now C) Nim 0 i� 0 0111 cem 0 rylo o 0 W z M J J • 2585 • TITLE • FRONT ELEVATION DETAILS LANAI ROOF i VENT REQUIREMENTS ti G,C. VERIFY THAT 33.25 50. IN. OF VENTILATION THROUGH UPPER i 4:12 2/3 OF ROOF IS ACQUIRED. VERIFY QUANTITY OF ROOF VENTS I i 6:12 REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE i L 6 1 AREA PER VENT. il�r I � I I �f 1 y� I I �e I I I I I I I UPPER ROOF VENT REQUIREMENTS I I G.C. VERIFY THAT 351.39 5Q. IN. I OF VENTILATION THROUGH UPPER :-12 z o 6:12 i 2/3 OF ROOF 15 ACQUIRED. 1 i VERIFY QUANTITY OF ROOF VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I I I I I I uU 6:12 j I sI I i 1 I -------------------- 6:12 L 1 A I a 6:12 oc 6:12 --------1- 1 I 1 I I I LOWER ROOF �e do VENT REQUIREMENTS 1 G.C. VERIFY THAT 126.93 5Q. IN. 1 i OF VENTILATION THROUGH UPPER 2/3 OF ROOF 15 ACQUIRED. VERIFY QUANTITY OF ROOF VENTS -------------------------- REQUIRED, PER MANUFACTURER'S 1, 0„SPECIFICATIONS OF NET FREE TYP,_��j AREA PER VENT. OVERHANG AT HIP AA (UN.O.) _ ROOF PLAN, SCALE: 1/8" = I4° 11/2" THICK SAND FIN15H KEYSTONE IIF APPLICABLE) RAISED 3/4" THICK SAND FIN15H TEXTURED BANDING NOTE: THI5 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RAISED TEXTURED FIN15H BANDING AND SAND FINISHED KEYSTONES (WHERE APPLICABLE) IF THICKNE5515 TO BE DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R - 5TH EDITION (2014) R103b1 AND ASTM G 1063. THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926. TYP. CROSS—SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE 12 4l� LINTEL �o GIRDER 12 12 GIRDER 6� a6 TRU55 TRUSS ROOF TRUSSES AT 24" O.C. 12 (TYPICAL) Q6 /2 -TORY VOLUME �q::T BR.3 FLOOR 5Y5TEM -i- BEAM- FAMILY all T. � ❑❑ N SECTION AA. SCALE: 1/8" : I'-0" ROOF TRU5 AT 24" O.C. (TYPICAL) a6 GIRDER �./ TRUSS GARAGE ROOFSHINGLE 6� 12 LSHINGLE Q6 Ln r. K m ROOF C PLT. HT._ fe N- -PLT. HT. ZSTUGGO LSTUCCO /5TUCCO @N�M FINI5H4 2 SHINGLE / ROOF FINISH 7 / - FINISH 7 / �6 LSR�LE SECOND FF. LINE 8„ >;J� SEGOND F.F. LINE all OF — _SECOND FF. LINE T.O.M. _ 0 0 ro=Th c J V Q /7 T.O.M. - 05% 0 t6 C `r M zy0c, LTEXTURED FIN15H 7 LTEXTUREDLTEXTURED FINIS �; FINISH 7 �l LTEXTURED - FINISN 7 21-0 a' MAIN F.F. LINE - MAIN FF, LINE GRADE LINA GRADE LINE (ASSUMED) (ASSUMED) 9 LEFT ELEVATION SCALE: 1/8" = I'-0" 12 12 6 2 12 Q6 Q6 /SHINGLE SHINGLE ROOF PLT, HT. ROOF PLT, HT,_ STUGCO STUCCO FINISN FIN15H SECOND FF. LINE_ /� g "'—SHINGLE a4 SECOND F.F. LINE T.O.M. ROOF T.D.M. - TEXTURED ■ ❑ TEXTURED FINISN FINISH kcq - ► -•• -•► MAIN FF. LINETEMP. MAIN FF. LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION SCALE: 1/8 : I'-0" 6� a6 JOB NUMBER 25002.224 CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED Ln r. K m c�1 C U 1000 fe N- @N�M >;J� V� C) LL 0 0 ro=Th c J V Q 05% 0 t6 C E zy0c, _ 0 N � p• m 0�cc�h La JOB NUMBER 25002.224 CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994- i CD 0 0 ce 0 un 0 0 M SHINGLE 12 z-5HINGLE 12 ROOF 6� ROOF 7 Q6 PLT. NL PLT. HT. /5TUCCO TEMP.E STucco J 12 SHINGLE * FINISN 7 FIN15H 6� /SHINGLE ROOF SECOND FF. LINE _ ROOF 6� 8" _SECOND F.F. LINE TEMP. _ SECOND F.F. LINE T.O.M_ 2585 /TEXTURED /TEXTURED - - • d- INIS� FIN15H 7 ZP MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE auect���c GRADE LINE GRADE LINE (ASSUMED) G.G. VERIFY TEMP. (ASSUMED) SAli1O,tj GLA55 INSERT FOR °Fo FRONT DOOR. RIGHT ELEVATION SCALE: 1/8" - 1'-0° D T ELEVA ION "All t GARAGE LEFT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 01 • SHEET • Ln r. c�1 e fe O:�. DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4 , FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994- i CD 0 0 ce 0 un 0 0 M SHINGLE 12 z-5HINGLE 12 ROOF 6� ROOF 7 Q6 PLT. NL PLT. HT. /5TUCCO TEMP.E STucco J 12 SHINGLE * FINISN 7 FIN15H 6� /SHINGLE ROOF SECOND FF. LINE _ ROOF 6� 8" _SECOND F.F. LINE TEMP. _ SECOND F.F. LINE T.O.M_ 2585 /TEXTURED /TEXTURED - - • d- INIS� FIN15H 7 ZP MAIN FF. LINE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ MAIN FF. LINE auect���c GRADE LINE GRADE LINE (ASSUMED) G.G. VERIFY TEMP. (ASSUMED) SAli1O,tj GLA55 INSERT FOR °Fo FRONT DOOR. RIGHT ELEVATION SCALE: 1/8" - 1'-0° D T ELEVA ION "All t GARAGE LEFT • TI TLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS BUILDING SECTION 01 • SHEET • 15# FELT WALL PER PLAN 50# FELT OVER METAL FLASHING SHINGLE ROOF PER 18"x18" METAL CONTRACT FLASHING 6.. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF 4 - ROOF PER PLAN TYPICAL VALLEY FLASHING DETAIL TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. N.T.S. PLAN VIEW TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS w�cgry� FOLD UP WEATHER ".B 25 YR SHINGLIE ON 15# 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO R RESISTIVE BARRIER & T OVER ROOF SHEATHING ALLOW FOR FLASHING INSTALLATION TEMPORARILY SECURE CIFIED ON NA EDU E ROOFILING OVER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFs�s� ENGINEERED ROOF ISSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 6,q IRICANE STRAP PER �P0 R )F FRAMING PLAN S1 WEATHER RESISTIVE BARRIER SILL PLATE (SEE DETAIL B 401A O FOR OPTIONS) BRG. HGT. N. DRIP EDGE �P CORNER PATCH FASCIA TED ALUM. SOFFIT FLASHING ATH & EXT. FINISH; O FLASHING )DOW FLASHING AS REQ'D WINDOW TRIM NOTES: kDER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICAL WINDOW & SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR Z FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. OPTION - A SEE NOTE #2 ----/ WALLSHEATHING FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i WEATHER / j i / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE )ODEN )ING SILL PLATE 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 N.T.S. 2 LASHING 1 2 i i i FLASHING DO NOT FLASH A(ASSEMBLED W ) NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: FLASHING CAD FILE NAME LOT37 TB 2 LASHING 1 2 i i i FLASHING DO NOT FLASH 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. OVER BOTTOM NAILING FLANGE HEAD FLASHING TIE-IN INSTRUCTIONS: • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB NOTES: 1. CUT, FOLD UP & TEMPORARILY I11 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 N.T.S. .� 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES SHINGLE PER CONTRACT TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DD VAN BE WS 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 150 STATE STREEPEAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OUYMAK,FLOIMA 346" 813. 925. 1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX W W W.DAVISBEWS.COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA . IDOENVER PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE EST. 1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL Q EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER 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. i� R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 0 COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711 ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 0 COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z 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 z 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 MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 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. r**4. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 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. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. gUILp�N 7. AT BUILT-IN GUTTERS. SAIVF'oA,D -.wjz" FLASHING DETAILS GARAGE LEFT • TI TLE • FLASHING DETAILS • SHEET x 0 C U �0 0 J hrn do N N.204 Coo) L '=jM 0 0 2 = r. 05. Eo�,�0 �ro L;: to 0 0 or o • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REMISED I11 WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DD VAN BE WS 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 150 STATE STREEPEAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OUYMAK,FLOIMA 346" 813. 925. 1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX W W W.DAVISBEWS.COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA . IDOENVER PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE EST. 1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL Q EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER 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. i� R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 0 COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711 ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 0 COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z 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 z 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 MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 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. r**4. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 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. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. gUILp�N 7. AT BUILT-IN GUTTERS. SAIVF'oA,D -.wjz" FLASHING DETAILS GARAGE LEFT • TI TLE • FLASHING DETAILS • SHEET • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REMISED I11 �i 6. s► � C� .� COY! Mw ,A I ri 1 11 WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING DD VAN BE WS 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 150 STATE STREEPEAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER OUYMAK,FLOIMA 346" 813. 925. 1300 TEL WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS 813.925.1800 FAX W W W.DAVISBEWS.COM REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. TAMPA . IDOENVER PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE EST. 1994 WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL Q EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER 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. i� R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 0 COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711 ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT 0 COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND Z 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 z 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 MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 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. r**4. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 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. J 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. gUILp�N 7. AT BUILT-IN GUTTERS. SAIVF'oA,D -.wjz" FLASHING DETAILS GARAGE LEFT • TI TLE • FLASHING DETAILS • SHEET WEATHER RESISTIVE BARRIER WINDOW UNIT DOOR ROUGH OPENING SLOPE WOOD FRAME CONSTR. 0.3 in: 12.0 in SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. (0.6 cm :30.5 cm) BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. UP JAMB 6". USE LIQUID NAIL BRAND ern a a OR EQUAL WEATHER PROOF CAULKING EXTERIOR x, ..2 vawa CEMT. FIN. SELF -ADHERED FLASHING BUILDING PAPER SEAL TOPS OF JOISTS ,',; WIRE LATH UNDER DECKING " (SEE DETAIL WP07) r x SUBFLOOR RIM JOIST SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-1" BEAD OF CONSTR. SHEATHING NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING �;� ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW REFER TO TECHNICAL / / OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) LETTER ON CHEMICAL SCORED COMPATIBILITY ' RELEASE PAPER SELF -ADHERED FLASHING SELF -ADHERED FLASHING, _ (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE / VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE \ / DETAIL WP02) SELF -ADHERED FLASHING \ NAILING FLANGE SELF -ADHERED FLASHING 0 DO NOT FLASH OVER — i / SEAL TOPS JOISTS UNDER DECKKING *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS BOTTOM NAILING (SEE DETAIL WP07) " INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER FLANGE SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER WALL SHEATHING ASPHALT SEALANT: /A/Mgm �j�TEXTURED, PAINTED EXTEND MIN. OF 6" /iCRICKET ASOUTSIDE OF FLASHING — �,�, i� ;GALV. MTL EXTER WALL FINISH ASPHALT BASED - 'L' FLASHING SEALANT APPLIED SPECIFIED ROOF CRICKET: 8 X 18 H GALV. MIN: 3:12 SLOPE BY PLAN FLASHING CONT. BEHIND FLASHING , z_ (REQUIRED AT 44/f ROOF SHINGLES ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A °`' '"' ` LOCATIONS ` z - ) - AT ENTRY F Z MINIMUM OF 6" ABOVE 6 MiN ROOF w VERTICAL RISE OF :..:.., s SHINGLES 1- ... >� -NG N AL i •' � � AT K EEW L 00FLASHI 6" X 18" H GALV. L' FLASHING CONT. DIVERTER - 04 SEALANT FLASHING s _.:•; NOTE: THIS DETAIL IS REQUIREDFLASHING DETAILS DRIP EDGE -- %;.: > ;.> AT ALL VERTICAL WALL INTERSECTIONS FASCIA — —''` -� >'. > ✓ ✓ WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. FLASHIN —ROOFING FELT FIGURE 1: FLASHING INSTALLATI❑N FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL TEXTURED, PAINTED EXTERIOR WALL FINISH•\ r`°" HOLD EXTERIOR y_ FINISH 2" ABOVE t` ROOF R�ooE r FLASHING a� •:Jy ° CAULKING 04, O�q q�0/2'QO 2 SOS O LINE VALLEY BY CENTERING 36 WIDETO,� oo�RsE Goo�SE \ ��P�°R\P CERTAINTEED WINTERGUARD qT O y�N Go o R M WATERPROOFING SHINGLE �tN 3R aN°�o� c s UNDERLA(MENT OR EQUIVALENT RAKE METAL DIRECTLY TO DECK. 2Z 29° \\-\ DRIP EDGE 5 2 EAVES 14" FIGURE 21 WALL FINISHFIRST STARTER SHINGLE EMBED EACH SHINGLE INA 2" 7 DO NOT NAIL WITHIN 6" WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER VALLEY CENTERLINE RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7"' PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE[ 5TH ABOUT 3/4 IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE CUT 2" DIAGONALLY OFF COURSE USED. FLASHING UPPER CORNER OF -- '" 6 TO 12" TRIMMED SHINGLE PER PLAN 6" HIGH SPECS. CUT SHINGLES 2" BACK FROM DIVERTER OR � VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHING OR AR ASPHALT SHINGLES MANUFACTURED BY GALV.'U FLASHING REMOVE TYPICAL. CERTAINTEED CORPORATION. ROOFING FELT \ DRIP EDGE 1 as FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 11. NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FLASHING DETAILS SCALE: NOT TO SCALE CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR / a CEMENT PLASTER OVER BLOCK 1ST FLOOR NOTE: THE BUILDING PAPER AND METAL LATH MUST BE INSTALLED OVER THE TOP OF THE WEEP SCREED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING METAL FLASHING 31/2" UNPERFORATED FLANGE 7/8" WEEP SCREED MAINTAIN BOTTOM OF WEEP SCREED 11/2" TO 2" ABOVE ROOF SHEATHING *INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS SELF -ADHERED FLASHING DECK JOIST Groun� WATER RESISTANT BARRIER LATH SHEATHING —IRI STUCCO V 4 0 a FOUNDATION a WALL a a FOUNDATION WEEP SCREED 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM � i� x ro w DAVIS BEWS C Uto too • JOB NUMBER 25002.224 • 0 OUXWAR, MORIDA 34677 CAD FILE NAME LOT37 TB 813.925.1800 FAX W W W.DAVISBEWS,COM METAL FLASHING 3-1/2" ISSUED 07-01-15 co 0000) I cli N N 6 r! '>_ J M �� `�. a��=. • `"O •� C p DECORATIVE FINISH • cr OW�O . 3�E ��� t 0 m ALL INSIDE AND Ar S 0 Z'�2 WILL NEED TO BE % `• °° •" VULCUM CAULK BOTTOM � i� JOINT ONLY DAVIS BEWS DESIGN GROVP • JOB NUMBER 25002.224 • 150 STATE STREET EAST OUXWAR, MORIDA 34677 CAD FILE NAME LOT37 TB 813.925.1800 FAX W W W.DAVISBEWS,COM METAL FLASHING 3-1/2" ISSUED 07-01-15 UNPERF ED FLANGE 7/8" I WEEP SCREE �� 1/2" CEMENTITIOUS'+ • `"O •� ems' DECORATIVE FINISH • cr . ALL INSIDE AND Ar S OUTSIDE CORNER�I� WILL NEED TO BE % `• °° •" MITER CUT AND �,� • - a•a•• ,«° • CAULKED ALL BUTT JOINTS NEED TO BE CAULKED USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE )UBLE JOIST :AM BELOW SELF -ADHERED FI SELF -ADHERED FLASHING OUTSIDE CORNER SELr-HUn CKCU FLASHING PATCH )HERED FLASHING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. FLASHING DETAILS GARAGE LEFT • TITLE • FLASHING DETAILS i� DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, MORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS,COM TAMPA • DENVER EST. 1994- FLASHING DETAILS GARAGE LEFT • TITLE • FLASHING DETAILS L---J L—..._— W.P. GF.I. LIGWT MICROWAVE OUTLET +14" MAIN DISCONNECT METER COMBO - SQUARE p REFER TO FLOOR PLAN FOR NOTED DISC. AMPS. REQUIRED UNDER3ROUND SERVICE BY POWER COMPANY LECTfRICAL= <**� 0 DUPLEX CONVENIENCE OUTLET \ + DUPLEX OUTLET ABOVE COUNTER :P. WEATHERPROOF DUPLEX OUTLET \.F.,. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 0 SPECIAL PURPOSE OUTLET \ DUPLEX OUTLET IN FLOOR N 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH W.P. / G.F.I. FOR T.U.G. SERVICE 4/0 ALU. CABLE A/C DISC. TYP. 14 AND X12 COPPER TO INSIDE LIGHTS AND OUTLETS PANEL MO COPPER TO WATER HEATER 08 COPPER TO RANGE 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED DIAGRAM 14 FOUR-WAY SWITCH Ip DIMMER SWITCH COACH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE LIGHT WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN \ TRACK LIGHT FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ip EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) PHI CHIMES (OPTIONAL) I El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR I so SMOKE / CAR50N MONO. COMBO DETECTOR I Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) I Q THERMOSTAT ELECTRIC METER ELECTRIC PANEL / DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c1> ROUGH -IN FOR OPT. CEILING FAN v J c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G COACH > ROUGH -IN FOR OPT. CEILING FAN LIGHT NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.I.) 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.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEV15ION... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, [)ENS, 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. 2011406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GRI). 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA.1OA-05, N.E.C. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;NING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARSON 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. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. <170 UUtN4FORD ., MAIN FLOOR ELECTRICAL PLAN GARAGE LEFT • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED •I x m 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TE'Z. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C O r00 0 J I, W N N^ rn 4) " �. >:g _j L . 00 ` 0mc'Q 3�ELL 0>0� zG2v • JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED 2585 TITLE MAIN FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TE'Z. 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. Z-- EST. 1994 (:--, 2585 TITLE MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ. - MAICC-I IP WILD/N0 SA1IFORD UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT ELECTRICAL <E�- DUPLEX CONVENIENCE OUTLET x 0 w DUPLEX OUTLET ABOVE COUNTER 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WW W DAVISBEWS.COM TAMPA • DENVER 0P WEATHERPROOF DUPLEX OUTLET to 0 Lo r0 h0) MNMn �N(�JM 0 N . r � l)LL 0= I. �o _0 m c 0 1 .0 ON�n Z G -e O F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET K�-- HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH — — — $ D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE I 4 EXHAUST FAN iO. EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT 0 ELECTRIC METER _100- ELECTRIC PANEL -� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) I �/> ROUGH -IN FOR OPT. CEILING FAN v J c /> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ GJ ROUGH -IN FOR OPT. CEILING FAN NOTES- OTES-I. I.PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.(.) AS INDICATED ON PLANS OR ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLET$ ..... 14" TELEPHONE ... 14" (UNLESS A5V COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING * * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. G.C. VERIFY ALL DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11. SMOKE DETECTORS TO BE HARD -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * * ROOMS SHALL BE GF.C.I. PROTECTED (GF.1). 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10A-05, N.E.C. 2011, FB.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUWNG HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARSON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. WILD/N0 SA1IFORD UPPER FLOOR ELECTRICAL PLAN GARAGE LEFT JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED x 0 w 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WW W DAVISBEWS.COM TAMPA • DENVER C OJ NMI IN.>';jM 00 to 0 Lo r0 h0) MNMn �N(�JM 0 N . r � l)LL 0= I. �o _0 m c 0 1 .0 ON�n Z G -e JOB NUMBER 25002.224 • CAD FILE NAME LOT37 TB ISSUED 07-01-15 REVISED 2585 , niwwww�m�i�•wuno� • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • I JU DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX WW W DAVISBEWS.COM TAMPA • DENVER EST. 1994 F�— 2585 , niwwww�m�i�•wuno� • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES NUMBER INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF RISK CATEGORY 11 SHEET SHEET TITLE SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA S1 STRUCTURAL NOTES MINIMUM G50 ZINC COATING THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE CONSUMER SERV CESFLORIDA DEPARTMENT OF AGRICULTURE AND PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES CAST IN PLACE CONCRETE of PRESSURE TREATED WOOD. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES �� 0 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2500 PSI, A SLUMP OF 4 PLUS OR MINUS 1' ,AND HAVE 2 TO 4 /o AIR ENTRAINMENT, D SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT AND A MAXIMUM WATER/CEMENT RATIO 0.58. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 . WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN TO UPLIFT FORCES. THE MEMBERS OF THESEWALLS WOULD NOT NEED TO HAVE THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WIND S2 FOUNDATION PLAN S3 DOWEL LAYOUT PLAN S4 FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 - /� LINTEL 1- LAN SD 1 FOUNDATION DETAILS SD2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH AT EACH END SHALL BE PROVIDED. THE LATEST EDITION OF ANSI TPI 1. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE,EI FORCE SENT SHALL BE SUPPORTED IN PLACE FROM THE MANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPEROF 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 CJ''1 TWO STORY DETAILS SD6 TWO STORY DETAILS ST 1 /� STAIR DETAILS HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE DL = 14 PSF (TRUSS OVERBUILD) OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF ACCORDANCE WITH ASTM B 695 CLASS 55 MINIMUM MINIMUM FLOOR DESIGN LIVE LOADS: - 19.8 UPDATES 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 1/29/2015 MASONRY WALL CONSTRUCTION A)FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) NUMBER DATE DESCRIPTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF RISK CATEGORY 11 BUILDING TYPE V B CREATED ELEV. A B, C AND ELEV A WITH BONUS, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF 1 5/9/2014 ' PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WIND (+) VALUE DENOTES PRESSURE WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE IM OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: AREA O 5O 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF 2 7/H/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES =15 PSF - 28.3 0 (+) 20.2 SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DRAWINGS 20 (-) 22.0 CREATED ELEV. C W/ BONUS -TRUSSWAY 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 GRADE STEEL. REINFORCEMENT SHALL BE 3 12/18/2014 TRUSSES FILLED WITH COARSE GROUT AND 40 ATIONS FOR MIN. 7/16" OSB SHEATHING D 16" O RECOMMEND (-) 23.9 100 (+) 18.0 (+) 18.0 0 - 19.8 PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN SYP #2 BLOCKING ALONGSIDE TRUSS TOP CHORD @ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 4 1/29/2015 CREATED ELEV. B STD - TRUSSWAY TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" + (-) 20.9 (-) 19.7 WIND PRESSURE/ REMOVED OPTIONAL MASTER SUITE 2 AND FOOTING & LINTEL STEEL IS ADEQUATE @ TOP &BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM w/ MASTER SUITE 2 FROM 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND BUILDING CODE 5th EDITION (2014). 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME MASTER PER BILL YOUNGMAN'S REQUEST COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM#1 HIP, 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 UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE, EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. C 4/14/2015 RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS 0 PER TB -56 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS E = 1,800,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. Fb =2500 Fb =3000 Ft = 1500 Ft = 1700 Fc 11= 3000 Fc 11= 3000 Fc j = 900 Fc j = 900 Fv = 285 Fv = 285 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING SISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 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 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS, ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY @ 5" MIN EMBED. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2 J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/211, GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 rS W W IL WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O 5O I i i (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 0 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 „�� (+) 19.0 (+) 19.0 50 (_) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" 11 (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5��5� 4 4 Imo. 55 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 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 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE LIVING SPACE IS ABOVE THE GARAGE. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED 3/6' UNO. SOLID W/ 2X4 #2 SYP. W1(3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, UNDER STAIR PROTECTION FASTENERS, LOAD, AND TOLERANCES. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. (12.7MM) GYPSUM BOARD. 5, A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. (IL -IN USAAIPO,p,�t)� W Q J Q z LU LU v o Z N 0 o H- E 11 0 LU U s LA ) U) wo W O 0 z J m R W O LL LL O U 0%11111111///, O U j "t o t p l II'jll aeeeoeeee Id o eee LC-) rS W W IL N U eee Oxu 0 4C. D W O cly e �� I i i U U O O W ZO 0 C Q ♦'feeee i ® �' Y/ 10'403 „�� Q JLL 0 I-- 111iB41 W W CL �" , `�' O 2 O Z z o t p l II'jll Q W C1 rS W W IL 06 U J z�M C) LLO J U) z O U) I i i U z O O W ZO 0 C (0 VJ Vj DRAFTING: W z AML O W JOB No. Z 06 Mmc� J z�M N J I I U) I i i Q W ZO 0 J Z i Z W W VJ Vj DRAFTING: -STRUCT: AML 2 CC JOB No. TM- 2150783 SCALE: AS INDICATED I I 07/10/2015 I I I i i Q 0 Z 0 11 i ti C� M Z Z 0 CoLd 1 0 00 0 m CV J W Z IAC U 0LLJ �. j a0= 0 STRUCTURAL ENG CFG / BAD DRAFTING: -STRUCT: AML QC CHECK: CC JOB No. TM- 2150783 SCALE: AS INDICATED DATE: 07/10/2015 S1 A/C PAD A/C BOLLARD DETAIL ROUND TOP; TROWEL SMOOTH PRIME PIPE W/ RUST INHIBITIVE PRIMER AND FINISH PER BUILDER DIRECTION 6" SCH. 40 STEEL PIPE FILLED W/ 2500 psi CONCRETE SLAB PER PLAN 2500 psi CONCRETE BASE FOR EMBEDMENT TREATED SUB -GRADE PER SPECIFICATIONS SCALE: 3/8" =1'-0" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT.#5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. E3 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. FOUNDATION PLAN - 1/4"=1 1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. gUJLp111� 0 r� 1 '55 A'ghi TfwlE.�'C �r 2516 J W F- 0 ] W C W H O 2 FOUNDATION NOTES: = u) w J ) 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1— Q C a ] • Z LAPPED MIN. 6" AND SEALED. ' 0 0 J M t~i► 2. PROVIDE 3-1/2" CONC. SLAB W/ 6x6xW1.4xW1 A WELDED WIRE MESH :3 C 0 W J �a 1 0000 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL J N W IM J Z OpdC (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR � ao= 0 ] STRUCTURAL ENG: CFG / BAD EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. Z W 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM 0 =-STRUCT: AML J QC CHECK: CC JOB No. TM - 2150783 SCALE: AS INDICATED ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. W LAP SPLICES SHALL BE NO LESS THAN 25". W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. N Z 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Z O 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE H W it SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) V CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE s U.) W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY O U COMMUNITY & COUNTY CODES. O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL Z 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. r 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED O W DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO W DETERMINE STEP LOCATIONS IF REQUIRED I 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS O `011191110/%� AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD 0. `a ®d W L 0 FOOTING STEP DOWN AND CORNER INFORMATION. 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOUR Ln LL."o"" r W_ O Z SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 04 w Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION ��1, �± < U 13, ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER_ � -� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS �" Q PROJECT FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE, aoa0 a Q 0 DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL"�"","" CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO °�'0t "" �' O FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. l� ®Q( ��!� f [� SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS LU BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 �, PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE O U ISO l�0 STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND Z ail N FOOTING SIZES PENDING DEPTH OF STEMWALL. Q Q j o W • ° o z O FOOTING SCHEDULE CL o W O12"x112"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. O Z U y" U O 24"x24"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (4) # 5 E.W. O (n O Q 2.3 28"x28"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. a Ld 2.5 30"x30"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (5) # 5 E.W. j 7 #5's O.C. EA. WAY MIN 2.6 32"x32"x12" dp w/ @ 6" (6) # 5 E.W. L I— O36"x36"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (6) # 5 E.W. LL p FnLLJ� Q2" 0 p 3.5 42"x42"x1dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. O Q 0 .,..,. U Z .� Z �$ 4 O 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8) # 5 E.W. U 0 J 4.5 54"x54"x16" dp w/#5's 6" O.C. EA. WAY MIN # 5 E.W. < = v @ (9) _ Z I— 0 O �a O60"x60"x16" dp w/#5's @ 6" O.C. EA. WAY MIN (10) # 5 E.W. Z C) N �, SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT.#5 CONT. FTG. TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. E3 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. FOUNDATION PLAN - 1/4"=1 1-0 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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. gUJLp111� 0 r� 1 '55 A'ghi TfwlE.�'C �r 2516 J W F- 0 ] W C W H O 2 �0% = u) -- J ) C a ] • Z ' 0 11 J M t~i► z 0 :3 C 0 W J �a 1 0000 N W IM J Z OpdC _ �U ao= 0 ] STRUCTURAL ENG: CFG / BAD DRAFTING: J =-STRUCT: AML J QC CHECK: CC JOB No. TM - 2150783 SCALE: AS INDICATED = DATE: 07/10/2015 �0% 7'-0" 4'-4" 7'-4" L1'-8" V C O i O zo r P SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). [) ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q TO TIE BEAM. Z W 0 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. w oZ C%4 0 Z O 1-- r r a - o W U Lo U) W W O C) Z_ t� J_ M--- -- -- --. — 0 RILL! O O� J Uj del Go LL '4 " (�yt�� cLC — O • z Z .r.. A N C3 J -t Q '�39�q p� eev L W 4 D Q cej W Z LC G. . p r 2 co Z Z,e` 0 z O R 8'-4 4'-4" 4'-0" 4'-0" 4'4" 4'-0" 2'-0" 7'-0" 3'-4" 6'-8„ 6'-8" 6'-8" 5'-8" 7'-0" t t t j 1 DOWEL LAYOUT PLAN 1/4"=11-011 i i i I i I I I I I I i i i SA/Vpo &0 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 i i Z Z Q 6'-8" 6'-8f' 6'-8" le 4'-8" X-2" 2'-4" 3'-4" le 3'-8" X-10" Z �so �, Z 0 0 J 1 W 4'-4" 7'-4" L1'-8" V C O i O zo r P SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). [) ® INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q TO TIE BEAM. Z W 0 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. w oZ C%4 0 Z O 1-- r r a - o W U Lo U) W W O C) Z_ t� J_ M--- -- -- --. — 0 RILL! O O� J Uj del Go LL '4 " (�yt�� cLC — O • z Z .r.. A N C3 J -t Q '�39�q p� eev L W 4 D Q cej W Z LC G. . p r 2 co Z Z,e` 0 z O R 8'-4 4'-4" 4'-0" 4'-0" 4'4" 4'-0" 2'-0" 7'-0" 3'-4" 6'-8„ 6'-8" 6'-8" 5'-8" 7'-0" t t t j 1 DOWEL LAYOUT PLAN 1/4"=11-011 i i i I i I I I I I I i i i SA/Vpo &0 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 i i Z Z Q 06 ^01 C7 J Z �so �, Z 0 0 J 1 W U) Oa .. W U � Uj � � 0 0 Z 0 p i I-- J \i W / 5� 0WZ 2^ U � Q0= j 0 S3 Z O C7 Z Z 0 0 J i IOGOLLF Oco0 2ND J 5� 0WZ J LL U � Q0= j 0 STRUCTURAL ENG: CFG / BAD DRAFTING: J C C-STRUCT: AML J QC CHECK CC JOB No. TM - 2150783 SCALE: AS INDICATED C DATE: 07/10/2015 S3 OHO �� J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 y� 00 FIRST F FRAMING PLAN_ - 1/411=11 -011 U NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 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. W ry O Z N_ 0 z -.. 011-- 9115111 1- 9L 0 Cr W U LF) U) WW W O U C9 _z O J_ 0 W W OW J LL U- O ,�••..• ��i _ N 00 •h �" %�.� Q z Z w.�. 0 • f N CLO I ••�, Q L„ W O U �, r f• '4'���,�0 Q#'� o C10 # r, W w z 'D LL-+ N O0 U L Z O Ica cL W ccI- U W z � z 0 LLL 0.. p o Ur III --- Q z Z U CC OJ G = ., _OZ Qa ~ LL F wW W z Z O � � O O W Q WLIL Z W U O a. C� z 0 Q ° a z z 0 M ZJ 0 Q 0 yaw �t00 It 0 0000 LU imN 0 J Z cnb JWP LU� >-a --3 W 0 I— W 0� p U STRUCTURAL ENG: CFG / BAD CJ) DRAFTING: J Q -STRUCT: AML Z.._._ _._..... ._...--- .....__._ W QC CHECK. CC JOB No. TM - 2150783 WFD WSCALE: AS INDICATED H DATE: 07/10/2015 BEARING WOOD WALL SCHEDULE TAG STUDCONNECTION SPACING I & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN (2)2x10 #2 SYP w/2" FLITCH BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN H2x12 PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. H3.5x7.25 (2)1.75"x7.25" LVL BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN O7"x7" BW5 12" 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN O BW6 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. OR WOLMANIZED. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING POSTS. AT EXTERIOR CONDITIONS SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'4" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT GENERAL BEARING WALL NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2, ALL LUMBER TO BE #2 SPF U.N.O. 3. CONNECT(DRS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BVV" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 10d TOENAILS. 7. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 8. Yz" THREADED ROD w/ MIN 6" EMBED (OR 6" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED w/in TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE: NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 9. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQUIRED IF BRG. WALL IS INDICATED WITH BW1 OR BW4. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS AND WILL NOT REQUIRE THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. 10. AT SHEAR WALL LOCATIONS ONLY: NUT AND WASHER @ BASE OF THREADED ROD ARE REQUIRED. SEE PLAN FOR ADDITIONAL SHEARWALL INFO. AND DETAILS. 11. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT EOR FOR FURTHER REVIEW. HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) (2)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS ! (2)2x12 #2 SYP w/Z" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS ATTACH KING STUD TO HEADER w/(6) H3.5x5.5 (2)1.75"x5.5" LVL 3-1/2"x5-1/4" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 3-1/2"x9-1/2" LVL COLUMN. 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) O7"x7" LVL COLUMN: 16d NAILS H5.5xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) O - 16d NAILS 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING POSTS. AT EXTERIOR CONDITIONS SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 8'4" 2 2 STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEALER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH S' UDS 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 UDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE AO (2)2X4 SYP #2 BUILT UP STUD COLUMN B O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN OE (3)2X6 SYP#2 BUILT UP STUD COLUMN OF (2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN O4x4 SYP#2 POST JO 6x6 SYP#2 POST O8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. N O 3-1/2"x7" LVL COLUMN. P O 3-1/2"x9-1/2" LVL COLUMN. QO 5-1/4"x5-1/4" LVL COLUMN. R O 5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN: T O 3-1/2"x11-7/8" LVL COLUMN. V O - O - STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 6" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8"EPDXY ANCHORS w/ MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 2' 10d .148" x 3" 12d .148„ x 34„ 16d .162" x 33" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR FRAME TO CMU 1450 1450 > Z z META20 w/(7) 10d x 12" NAILS TAPCONS .�. OW ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 Q.7 a (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 11' NAILS OR H10A 1015 H10A 1340 a (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H1OA-2 1070 H1OA-2 1245 HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"xA" TAPCONS (2)HTS20 w/(24)1 Od x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & F6] H2.5A w/(10)8d FRAME TO FRAME 535 600 a MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR LSTA18 DRAFTING: TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d 8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od J QC CHECK: CC NAILS & (18)"'x2.' TAPCONS Efl HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT SCALE: AS INDICATED TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4'x23' TAPCONS . 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS &' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22' NAILS w/8" EPDXY ANCHOR w/SIMP: COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 20 (3)HTS20 w/(24)10d x 13" 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 3IRDER TO COL./ BEAM 9100 4095 El I 0 0 STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 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. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS O TO POST: SIMP. HTS20 OR LSTA18 > t29 TO BEAM: SIMP. HUC48 w/(14)16d NAILS z WW (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1 Od NAILS & (14)4"x22" > Z z PLATE TAPCONS .�. OW ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 Q.7 z TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Z O PLATE NAILS & (18)4'x24" TAPCONS 1 ON MASONRY: SIMP. META16 > W O TO POST: SIMP. HTS20 OR LSTA18 C=Z TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od J PLATE NAILS & (18)4"xA" TAPCONS ON MASONRY: SIMP. META16 _ TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4'x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 DRAFTING: TO BEAM: SIMP. HUC410 w/(18)16d & J (10) 10d NAILS B3.5xl 1.875 (2)1.75 x11.875 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od J QC CHECK: CC NAILS & (18)"'x2.' TAPCONS ON MASONRY: SIMP. META16 u JOB No. TM - 2150783 TO POST: SIMP. HTS20 OR LSTA18 SCALE: AS INDICATED 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)1 Od NAILS & (18)4'x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: 2 SIMP. META16 6 65.25x16 (3) 1.75"x16" LVL NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: ,(2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL " U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJ6QT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR T CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SH DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NAILING SCHEDULE: ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD4 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 3' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. N> d9 NOTES & CONNECTOR LEGEND n 1/4"=1'-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. w Q Q Z W 0 U) W o z N 0 O F_ ILL! U Lo U) W W O 0 Z J E W O W J ILL O W d 04 ••• ••�, r;. r .' W o • dL i• 0 Q z • U • • o;t O ••�,, •• `� J J U q s° S4. 1 a"..._. O ' > t29 z z WW a '% > W 11 06 `� > Z z 0 Z C� ZZ .�. OW U Q.7 z a LU O < � bill, J WW _jW Z O I.- 1 o0 > W O C=Z ] 04 _ Q J Z J W 0 _ S4. 1 a"..._. D ' z ' 0 11 J M � Z J O~ c 0�J p 1 o0 ] 04 Q J Z W 0 _ L1J 0 J i STRUCTURAL ENG: CFG / BAD DRAFTING: J C "-STRUCT: AML J QC CHECK: CC u JOB No. TM - 2150783 SCALE: AS INDICATED DATE: 07/10/2015 S4. 1 O; J08 J09 J10 J11 J11 J10 J09 J08 STANDARD 2ND FLOOR FRAMING NOTES: w Q 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR [� WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. J Q 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR zTO FOLLOW THE DETAILS INDICATED BELOW' w OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS ❑ SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR w SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR N Z SHEATHING IS NOT CONTINUOUS) " O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. 0 ~ F— 0- E3 - w U uo w wLLI O U Z_ J_ m-.. - - - ----------- w _ ----w W 0 O u- u - 0 Li" Q r �l 0 ^' ;"cv zQ z Vt �0 ',;�. ❑ • J O u - Aa ov LcL G O ❑ �r Q � Z 7. N 0 C • z Q w ( Z Q c LL co * . O' z Q Of on' L C L C F c 0 F 6 USSANFORID) L L NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2014: 1he Information contained In this document Is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer 01 these documents without the expressed, written consent 01 MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATto, LLC Is strictly prohibited. � 7 Q z > 06 Z� Z ffi Z ¢ � V »LL Z� I- p o >Ww .w a z o � ~ M Z J 0 C OBJ i coQLLI u� 0 i Oaop Ln � C4 i p W z i J 0' w >- � 0 J p H H i STRUCTURAL ENG: CFG / BAD � DRAFTING: J C 43RUCT: AML J QC CHECK: CC JOB No. TM 2150783 SCALE: AS INDICATED DATE: 07/10/2015 S4.2 CON?-RACTOR TO - AT CORNERS PRECAST "U" METAL LATH OR PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN APPROVED LINTEL MANUFACTURERS: IS LEVEL b'VITH TOP STANDARD #5 psi CONC. PER OVER COURSES LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL W OF BLOCK FOR HOOK BAR. LAP LINTEL PLAN. IF NOT REQ'D TO APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Q PROPER TRUSS/STANDARD LINTELS OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES O FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & CLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 81F24-1 B /15F24-015 8F32-1B/8F32-0B BEARING (MIN 3") LINTEL, #5 TO BE `. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Q 10" HOOK NOT REQUIRED TO BE FILLED 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO PROHIBITED) _ ....-... 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. z ..._._.-_. SIDE VERTICALS STANDARD 90 DEGREE HOOK z 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000 / 81073. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 0 ----- °.A a , ° 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END W = ° ° a' •� w TYP. BOND BEAM 8 x 8" x 16" K.O. LINTEL 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000/4249 '�"`A d a— "`" '` ` '� d' ; - ° BLOCK FILL w/ 3000 psi CONC. w/ 1 #5 DIA. 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN p O 4 -0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° . ° ° REBAR 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT o c ° 4, d ° O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. N Z la' °. I n, LL 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 z 0 g 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN 32" FOR d A ... �. _ 5. O I R THE LOAD O ° na T-0" 416 752 / 699 1843/1625 3486/2602 6390/3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS04 W I°I z w 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. ❑ 2 CDD 9'-2" 315 618/535 1533/1247 2781 /1946 4754/2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O z 10;-01, 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W �. �' : d r 4� '�� 10-8 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ D. ❑ W a- — 11'-2" 255 471 /352 1075/1075 1838/1567 2883 / 2003 O ROUGH OPENING PER PLAN a 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL �- - 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 U LU d STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS O a a 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 z e #5 DIA. REBAR T_° I' I 13'-4" 0 328/0 1234/0 1779/0 2662/0 d ' 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS = ° 16'-0" 0 284/0 950/0 1379/0 1997/0 m a° 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. 0 a 18'-8" 0 142/0 598/0 1114/0 1468/0 2, f PRESTRESSED LINTELS = 6000 psi. O LU U)a ' t ' 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 0 a' 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U_ 8" x 8" x 16" CMU U.N.O. 22'-8" 0 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSI. p ° jr1lIIfill/ NO -SHEAR WALL T OPENING TYPI AL SHEAR WA L SEGMENT RECESSED LINTELS -FILLED co ,ra ip�� 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE r� W et d INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-OB 8R22-1B/8R22-OB �� der a ---- - a 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. tJ"9 __ BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 21-41' 1694/1694 3725/3280 5499/5421 w, ®`.+ •.+ y CN MD08/S5 FOR LAP INFO. . % 2 8 1425 / 1425 3343 / 3280 4933 / 4933 > . c, S � W o 9 PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085 /4085 LINTEL DESIGNATION SCHEDULE,: , �, �,.� z z FILLED CELL AND REBAR TYP . MORTAR X-4" 1081/920 2769/1716 4085/2839 _ T ( j d ( ) LINTEL F FILLED WITH GROUT / ` •.■.I JOINTS SHOULD NOT BE CUT 4'-4" 846/833 2121/1716 3127/2839 MARK r I Q 5'-4" 664/572 1761/1761 2595/2595 REQUIREMENTS U = UNFILLED R =RECESSED ® _j � QUANTITY OF #5 REBAR @ •+ �� +° � ❑ SEE FOUNDATION FOR FOOTING 6'-4" 526/434 1539/1539 1329/2267 7-4 480 / 322 1334 / 1334 1964 / 1552 O 8RF6-1B/1T BOTTOM OF LINTEL CAVITY �,®�o ++ Q 0 8F16-1B/1T .��' o O 8F8 -16/1T �QUANTITYOF #5 REBAR AT TOP = p�Aa4 P�aaa R U' 8'-4" 415/235 1152/1152 1694/1552 Q /'® D06 TYPICAL MASONRY CONSTRUCTION 8RF14-16/1T NOMINAL HEIGHT O 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER , SCALE: 3/4" = 1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8F16 -16/1T NOMINAL WIDTH W , 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O TYPE DESIGNATION0 y' 8RF14-0B/1T O O 0 44 8F16-0B/1T 1-1/2" CLEAR ❑ _ q C'4 O 8F20-1B/1T _j 0 Q _ C'S r = #5 REBAR AT TOP MIN. (1) REQ'D W 1 0" 8F20-0B/1T v w Q Q C.M.U. H 0 0` 0 8RF22-1B/1T 00 ° GROUT s - W Lh z#5 REBAR AT BOTTOM OF LINTEL 8F24 -16/1T U 0 CAVITY p� U 8RF22-0B/1T O * -� BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES); SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 8F24-OB/1T 8" NOMINAL WIDTH cn Q O" 8RF30-1B/1T FILLED O m, 7._4.. a 3-2 -870, O 8F32-1B/1T 1-1/2" CLEAR LINTEL PER PLAN Op 0 8RF30-0B/1T ..' .:.. Q wU O TRANSOM OPENING ." O 8F32 -0B/1T U #5 REBAR AT TOP MIN. (1) REQ'D O O F- . .•� •._ ¢ z C.M.U. � Z s . = { 8F38 -1 B/1 T o0 FRAME INFILL AROUND. o --- L? O Q U) WINDOW BY BUILDER SEE FOUNDATION O u 8F12-1B/1T `- z Wp u SEE WF01/SD2 FOR PLAN FOR FILLED CELL D O O Z MORE INFO ' INFO. MIN. (1) IS REQ'© O O O 8F40 -0B/1T �I�—�I` BOTTOM REINFORCING PROVIDED zj s •" ON EITHER SIDE U.N.O. 7-5/8 ACTUAL IN LINTEL (VARIES) O J Z l O 8 NOMINAL WIDTH �$ } U J ---- 0 UNFILLED o Za (2) 2X8 WOOD HEADER n cn 3:A.y " TURNED SIDEWAYS. o (D w I_ U • ui .n I— 1-1/2 CLEAR Q �' FIRST PLY 2X8 TO O © z DOOR OPENING _ _ _ W W Z "'; MASONRY WALL W/ b N O C,❑ #5 REBAR AT TOP MIN. (1) REQ'D U ,—I Z " SIMPSON HU526 HANGER M O °' W zQ I— ' @ EA. END. W/ (6) 3/16'"0x o � W cry °d J 1-3/4" TAPCONS INTO @OPT DOOR 0 z W U A A TOP KNOCKOUT/ LINTEL BLOCK ❑ COURSE MASONRY & (4) 10d X 1 R W0XWW <d U W 1/2" NAILS INTO HEADER. D D O 00 U O I- e #5 REBAR AT BOTTOM MIN. (1) U W m 2ND PLY TO 1ST PLY W/O O REQ'D Z Z 10d STAGGERED @ 6" O.C. w H 16 GA. POWERS STEEL BOXED ❑ 8-4 6-4 2-10 O? 7-5/8" ACTUAL LINTEL � DO LINTEL W/ TRANSOM DETAIL 8" NOMINAL WIDTH SCALE: 3/4" = 1'-0" POWERS STEEL C� z ----- SAFE LOAD TABLE NOTES QLi REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) O LINTEL PLAN D 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED 0 Q _ T GRADE 40 GRADE 601-011LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z Z 1/8"=1 —1 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w 0 11 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE -- - 2. 0 =NOT RATED. A.. B.. "C' D., ..A.. ..8.. „C,� ..D.. H M 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. #3 17/8 41/4 7 15 21/4 41/4 91/4 184. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR Z Z J O 44 21/2 55/8 91/2 20 3 55/8 121/2 24 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING J #5 31/8 7 113/41 25 33/4 7 151/2 30 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. H 0 W 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. #6 33/4 81/16 14 30 41/2 81/16 181/2 36 0 1 -#7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 42 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY O - - CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF N SUPPORT. W m 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 0 0 Z ^� 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. V J W `q #3=2Yz" m - - #4=2%2' ij + 4 "°' y #5 = 2 %i' _ a ... #6 = 3" in A „P (\ a9 a JP 4 A. - LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0" COPYRIGHT MCD 2014: The information contained in thus 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. '3UILotic SANfiOl',D ,x 1 13` }. D 0 W J � STRUCTURAL ENG: CFG / BAD DRAFTING: J C _-STRUCT: AML 7 - J QC CHECK CC u JOB No. TM - 2150783 SCALE: AS INDICATED DATE: 07/10/2015 S5 (1) #5 FROM FTG. TO—_` (1) #5 FROM FTG. TO IF BRG: WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W TIE BEAM SPLICE TO 4I� TIE BEAM SPLICE TO 4 �� 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q BE MIN. 25" GROUT BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE CELL SOLID CELL SOLID z REQ'DBELOW MIN 4" J MASONRY WALL I MASONRY WALL •��, CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" 1 SEE PLAN I SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER 1 IA > FOUNDATION PLAN CONC. SAB PER w CONCRETE SLAB PER CONCRETE SLAB PER w 2 1/4" � � .II z CONCRETE SLAB PER w FOUNDATION PLAN p FOUNDATION PLAN IIS FOUNDATION PLAN i a FOUNDATION PLAN w z w z 2x PT SILL PLATE 2x P.T. SILL PLATE 0 a s LU VARIES ti�: W a rL SEE PLAN woo 40 ° . a a ° ° .a . I I. 4' o , .d t •'a Y d° .. ° .aq 'a' 'bo O ° a _ d O a ' ' J a d . °d _ �I I—� I I --III— °p • "• —III--III—I I— a GRADE _ l y .,: d GRADE z_ cn w a d 45 — ; e n. a —_ - - —_ _ o I I III O - I _ I —I _ _ —_ ., _ II ----I I— I e _ _� �Q �' _ - 111111-11h a a 00 I I W Z 00 (n I. 1..,..._.,..—. .-- --I i a —� I = �. --I I—I I - — ..—.�i'' ' • d . :, . ' ' •III—III— Q _ _ - _ ; I L— I — III„_ I I„ I = ° . — - -i I I—I I_ — d �I I I—I I_ _ _— I I—I I—I w 11 w 8 4 :: �` _ •� '3 I _ .- I� o I—III—I I d I I. U o II- - I cn r I I =III I `Y' > oI-_ w W (2) #5 BARS CONT. _....- _:::: _ I (2) #5 BARS CONT. ,, I—I I —�_ 16„ 8 8 I „ till 0 C) CLEAN COMPACTED • w � ` III.___ I 3 COVER FILL @ 95 /o STANDARD CLEAN COMPACTED p W/ 3” COVER TYP. 3' COVER CLEAN COMPACTED W/ 3 COVER TYP. o „ CLEAN COMPACTED CLEAN COMPACTED (2) #5 BARS CONT. w/ 3 (2) #5 BARS CONT. w/ 3 (� FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD U 8 8 FILL @ 95%STANDARD FILL @ 95% STANDARD z_ le 1'-4"01 COVER TYP.; AT COVER TYP.; AT DENSITY 1-4' DENSITY DENSITY DENSITY p (2) #5 BARS CONT. w/ 3" M 2 -STORY COND. (3) #5 2 -STORY COND. (3) #5 �_ COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO 5 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE m Q SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE V-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY p BE 20" WIDE F01 TYPICAL EXTERIOR FOOTING F0 TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING R W O 11' U_ U_ BEARING SLAB STEP DOWN fiFO FOOTING AT INTERIOR BEARING 0 cn O1ti111110/fie® w d. 3/4"=1'-0" 3/4"=1'-0" \ / 3/4"=1'-0" � 3/4"=1'-0" \ / 3/4"=1'-0" 3/4"=1'-0" �1149 ®/jr a � ~ OPT. MASONRY CURB •.••.3• rr Ln _ ELEV. 0'-0" w/ (1) #5 ®® s VERIFY W/ DETAILS FOR REQ D VERIFY W/ DETAILS FOR REQ D; w V ' I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w SLOPED GROUT TO w Q d MASONRY WALL DRAIN Q p OPTIONAL CURB BY i BUILDER MIN. 24" BEFORE <�.'I '. , •d a, M SEE PLAN err • • A,a•••®' •' ., _j OJ I / ANOTHER STEP I a CONC. SLAB PER I 1 #5 FROM FTG. TO �r� ¢ FOUNDATION PAN 8"x12" THICKENED e FOUNDATION PLAN TIE BEAM MIN. 25 LL �xr as L _ FOUNDATION PLAN w/ 3'" COVER TYP. NT ' 4 °' #5 CONT. • PER MFG SLOPE SPLICE GROUT CELL LU I REINFORCEMENT SEE SOLID PLANS A •'• '.. GRADE IL a a '. FOUNDATION PANE W �•� PER I •� \ a �.� , a — c �� w A' a e . °a , .r I;Co FOR QUANTITY C7 , 5 (=III—III—III—II h In • d THRESHOLD PER MFG 4.. ,. ' d 1rt r° I " _ — — `... ow �. ° #5 x 25 x 25 CORNER d U —I I— I— — _ I e , .' — a a V> a ° ° e — a p. • M I_ — a . a ° a " BAR, ONE FOR EA. w T— =T h d ". _ =I '� 1111 I I I I—III—I I =— — —I ! a d e — I I— d : d, . d . °.. L I HORIZONTAL I....CD —1 I I—I I I_I I ISI I I I ,— = I I; a ° —� ' d Id CONC. SLAB PER w - L... I I _.__ —1 _g — a a a , _ I I o . d •I REBAR, TYP. U.N.O. �----.y I I III III—I = I _ _ I d.. ° d �d o FOUNDATION PLAN 'v_ I — __ _ — — - 4 -. ,,. z° __ _ a ° 'a a I—I a .6. I W .. III III III I °._.�... _ �,_ .� �I I ° ' e — I (— — —I I—I I —_ I III I _--...III I—III III—III—I I (ya W _ —� .., �. _ _� _ a M i I I—I I— f v • a ° .44 ds..� �. �, o (2) #5 I— —I " SLOPE W/ 3" COVER TYP.; @ 1'-4" _ ._ w — — _ — — I ° `' .. BARS CONT > I— I I —III— _ (2) #5 CONT. w/ 3 ° < .e 2 -STORY CONDITION U` O — — — 16"MIN. — COVER TYP. u m (2) #5 BARS CONT. (2) #5 CONT. w/ 3 —) —_ _ I PER MFG SLOPE EXT. SURFACE (3) #5 BARS w/ 20 O '✓ U ih COVER TYP. -III —i I I—III—III---III—I (2) #5 BENT BARS w/ ,� WIDE FOOTING W/ 3" COVER TYP. OR GRADE 1/4 PER CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED Z �S FILL @ 95% STANDARD FOOTBUILWAY FROM O a ® FILL @ 95% STANDARD p WHERE 2ND STORY OCCURS, FTG DENSITY „ DENSITY ELASTOMERIC JOINT > SHALL BE 1 -4 WIDE w/(3) #5 BARS O FILLER a. FO FOOTING @ SHOWER AT MASONRY #FOkTHICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU Of 3/4"=V-0.. 3/4"=1'-0" 3/4"=1'4" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 0 �/! .__I 1- — Z FILLED CELL PER PLAN WOOD POST PER PLAN p 8 ® �- U) FOR SIZE AND BASE QQ 4„ CONNECTION w W C) 5z O — — TOP COURSE TO BE z 06 O GARAGE CHAIR BLOCKS. O z — — J ENTIRE BASE TO BE Q z FILLED SOLID U J TOP VIEW @ CORNER SEE ELEVATION Uj Uj U) �. z CONC. SLAB PER _ ....__ CMU BASE w/ (1) #5 Q FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH U �? BEYOND CORNER. SEE FLR. Q$ , .., V PLAN FOR BASE SIZE �° a o w W z DRIVEWAY BY SEE FOUNDATION FOR BUILDER- CONCRETE I? I > �4� Q PAD SIZE T� � 1- Cl)M OR PAVERS °• I' :a �..,;. w. O. CONC. SLAB OR , d > W O W �. PAVERS PER PLAN ",I' <e.I z = LL = co o I I k III III'^— 7 CLEAN COMPACTED - °' d .FILL gd@ ai — — k DENSITY 8" x 8" THICKENED d 9. L 8„ 3" COVER TYP. CLEAN COMPACTED -- EDGE w/ (1) #5 CONT. --''�i-- - FILL @ 95% STANDARDd Ii I_ • — — =� — —1 DENSITY — — —11`1-- — F13 THICKENED EDGE @ GARAGE DOOR AFIIIFOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" 3/4"=V-0., TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION a ° 4- 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE FINISH PER ELEV. CENTERED AT PIPE CONC. SLAB PER „ PENETRATION FOUNDATION PLAN 8 C.M.U. FINISH PER FINISH FLOOR ELEV. -I — ° 94 0— (—I PENETRATING FINISH FLOOR _ ° °° ° 4 I I =I PENETRATING PIPE , b GRADE PIPE ° SEE FDN. :_:: •.J. - — °a ° PAN FOR I—I =1 4.• .) d • 4 SIZE & REINF. LOOP TIE (TYP - _1= II I = ° —I _ I — :::' PIPE PERPENDICULAR TO FND C11.• '�' • �a —_ I I == I -� TOPCEN(2) # x 4'-0" PVC SLEEVE MIN. ( Iv LT FOOTING PER PLAN _ _ AT DIAMETER TO BE 2 k _____., I I___I L g I—I I — I—II —I II PENETRATDION PIPE PVC OR SCH40 SLEEVE PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PAN I I=_I i I -I THAN THE FILL @ 95% STANDARDI I_I i =SEE FDN PAN I=I I ( °• d a e d PENETRATING PIPE (SIDE VIEW) DENSITY I—I = FOR SIZE _ PVC SLEEVE I —I (_ & REINF. . ISI _ — �a �° 4 _— I_ (FRONT VIEW) -I I —_I _ _ =1 III PIPE VERTICAL THRU FDN .1 Q ° .I III— F1 TYPICAL FOUNDATION PENETRATIONS III—III=1 I I~ NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND 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, <71 y c SA+NF`OR0 i � a Z 0 11 � M � Z J 0 0 J > Y LO / 0000 04 m 0JZ� F— W W00 O STRUCTURAL ENG: CFG / BAD DRAFTING: C --STRUCT: AML QC CHECK: CC JOB No. TM - 2150783 SCALE: AS INDICATED = DATE: 07/10/2015 -- .� 77- F_ W z �� AI ENTIRE COLUMN TO BE GROUT FILLED W U.N.O. 1. L 11 VERTICAL REINFORCEMENT DETAIL PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL a [t .. w/ 3000 psi CONC. w/(1) !j'" 4#5 REBAR VERT. VERFY w/ PLAN GARAGE WALL REQ'D LOCAT ONS R BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING CMU WALL PER PLAN 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 —� LOCATION OF OPENING OR TITEN HD @ 32" SEE PLAN (2) 2x TOP PLATE (2) 2x PLATE TO SIDE &TOP NAILER 2x8 W/ (2) 16d TOE — TIE BEAM/ TYPICAL TIE BEAM w/ Z, 2x6x12 P.T. CENTER SEE PLAN FOR WALL a a G 3000 psi BUCK FRAMING INFOREBAR a. . CONT. 3/8" DIA. ANCHOR (4) EQ. SPACED 1/2" �a 4 STD HOOK CENTERED BLOCKING PER BRG WALL SCHEDULE `.L 4 2x P.T. STUD RADIUS AS REQ'D 2x BUCKS, WALL WITH STUDS @ TYPICAL FILLED CELL [t .. w/ 3000 psi CONC. w/(1) !j'" 4#5 REBAR VERT. VERFY w/ PLAN GARAGE WALL REQ'D LOCAT ONS R BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING CMU WALL PER PLAN 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 PRECAST LINTEL PER PLAN —� LOCATION MASONRY WALL. OR TITEN HD @ 32" SEE PLAN I (2) 2x TOP PLATE (2) 2x PLATE TO SIDE &TOP NAILER 2x8 W/ (2) 16d TOE — HEADER (SEE PLAN) NAILS EA. E=ND I I 2x SPF CON T, -- U a I (5) 3/8" DIA. J -BOLT W/ THREADED ROD PER j NAILS (4) EQ. SPACED 1/2" 1 #5 VERTICAL IN Q cw7 6d NAILS @ 16'' O.0 TO 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. PLANS. MIN. 6" FROM WALL WITH STUDS @ RADIUS AS REQ'D 2x BUCKS, WALL WITH STUDS @ END VIEW w/ WOOD TITEN HD ANCHORS w/ 1 EMBED. FOR REQUIRED 3ROUT FILLED CELL (IF g FO KNEEWALL AT DOWNSET BEAM 2x4 SPF CONT. END OF BRIG. WALL/ 2x #2 SYP SEE PLAN 16" O.C. W/ &FRAME MIN. 3/4" REQ'D PER PLAN) t co (�I BLOCKING ATTACH TO SIDE OF DOOR. MASONRY WALL FOR BEAM SIZE STRUCTURAL NAILS 2x4 #2 SYP BLOCKING HOLLOW BLOCK OR 3 C ADD 2x4 VERTICAL REQ'D @ TOP CHORD. PROVIDE 1-1/2" x3/16" IF REQ'D, PROVIDE SHEATHING ON BOTH 7/16" O.S.B. EA. SIDE SCAB IN EACH TRUSS 1/2" EMBED. FOR SOLID PRECAST CONC. OR M > p 7/16" OSB W/ (2) 8d THICK WASHER W/ EA. BASE PLATE SIDES FROM TOP OF IF NO WEB IS PRESENT BILK. MAX. 6" FROM a� SINGLE TOP AND BASE DOTE: SEE MD08 ON m WALL TO BOTTOM OF ANCHOR. (1st BOLT TO CONNECTION PER BRIG WALL TO BOTTOM OF 2x BLK'G. TO O.S.B. W/ PLATE w/ (2) 16d NAILS TOP & BOTTOM _INTEL PLAN FOR Q BE 8" MAX. ABV. CURB, WALL SCHEDULE ARCH PER ELEV TO TRUSS. STUDS @ 1 NAILING SCHED. W/ 6d NAILS @16" 0 C NAILING SCHEDULE AT EACH TRUSS 1 NDDIT'L REBAR INFO 24" O.C. & EXT. REST EQ. SPACED aW PRECAST LINTEL PER PLAN —� LOCATION MASONRY WALL. OR TITEN HD @ 32" SEE PLAN I (2) 2x TOP PLATE (2) 2x PLATE TO SIDE &TOP NAILER 2x8 W/ (2) 16d TOE — HEADER (SEE PLAN) NAILS EA. E=ND I I 2x SPF CON T, -- BLOCKIN'_) ATTACH TO MIN. 2x4 SPF #2 KNEE 7/16" OSB VV/ (2) 8d i NAILS PRE -MANUFACTURED CHIMNEY CAP 7/16" OSB EA. SIDE, W/ -- 6d NAILS @ 16'' O.0 TO BUILDER FRAME SIDE & TOP NAILER WALL WITH STUDS @ 2x BUCK PER MD04 THIS SHEET 1/2"=1'-0" I NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS TC CONNECTION I CONNECTION I EXT. SHEATHIf ATTACHED PEI NAILING SCHEI FROM TOP OF KNEEWALL TO OR SP2 CLIPS, AND SP1 CLIP; BASE ARE REG 2x BLOCKING MIN 2x4 STUDS O/C 2x P.T. PLATE 1/2" x 8" A.B. OF HID @32"O.C., FROM EA. END ON BASE PLAT TOP KNOCK OI COURSE W/ (1) CONT. 3/4"=1'-0" —24" O.C.) PT BASE PLATE GARAGE BUCK DETAIL fiDO BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=V-0" 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER SHEATHING PER PLAN 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITIONALCONNECTION PER INFORMATION STD. CONNECTOR (HEADER CAN BE NOTES EITHER UPSET OR DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D 2x BLK G. TO O.S.B. W/ 2x W/ (2) 16d TOE NAILS ARCH PER ELEV (2) - 8d EACH END -7 EACH END HEADER PER ' 2x BUCK DETAIL END VIEW w/ CMU LOCATION (3) 16d COMMON NAILS (TYP.) OR TITEN HD @ 32" I (2) 2x TOP PLATE (2) 2x PLATE TO SIDE &TOP NAILER •OTHERWISE SP2 CLIPS HEADER (SEE PLAN) 1 I I 2x PT BOTTOM PLATE MIN. 2x4 SPF #2 KNEE A i MIN. 2x4 SPF #2 KNEE PRE -MANUFACTURED CHIMNEY CAP _ MASONRY WALL BUILDER FRAME WALL WITH STUDS @ RADIUS AS REQ'D 2x BUCKS, WALL WITH STUDS @ END VIEW w/ WOOD REQUIRED FLOOR PLAN F FO KNEEWALL AT DOWNSET BEAM 2x4 SPF CONT. 16" O.C. W/(2) 2x #2 SYP SEE PLAN 16" O.C. W/ &FRAME NAIL SCAB TO TOP IF A/C IS SUSPENDED F M BLOCKING ATTACH TO STRUCTURAL FROM TOP CHORD. (2) FOR BEAM SIZE STRUCTURAL NAILS 2x4 #2 SYP BLOCKING .E 2x TOP PLATE C ADD 2x4 VERTICAL REQ'D @ TOP CHORD. SHEATHING ON BOTH IF REQ'D, PROVIDE SHEATHING ON BOTH 7/16" O.S.B. EA. SIDE SCAB IN EACH TRUSS ATTACHMENTS PRECAST CONC. OR CLOSURE WALL w/ 7/16" OSB W/ (2) 8d SIDES FROM TOP OF 0�� SIDES FROM TOP OF IF NO WEB IS PRESENT SUPPLIED BY A/C SINGLE TOP AND BASE NAILS WALL TO BOTTOM OF '^ .�, I BUILDER FRAME WALL TO BOTTOM OF 2x BLK'G. TO O.S.B. W/ PLATE w/ (2) 16d NAILS 7/16" OSB EACH SIDE; BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ARCH PER ELEV TO TRUSS. STUDS @ 1 NAILING SCHED. W/ 6d NAILS @16" 0 C NAILING SCHEDULE AT EACH TRUSS 1 NAILING SCHEDULE WF1 � KNEEWALL ABOVE MASONRY WALL I/SWO� PERP. SHEARWALL CONNECTION TO TRUSS (/76011 A/C IN TRUSSES 3/4"=1'-0" 12 SEE PLAN 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 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " 11 2x8 3/16" x 3" 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, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 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" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 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 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) - 8d EACH END OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH TO SIDE &TOP NAILER •OTHERWISE SP2 CLIPS � 1 I I 2x PT BOTTOM PLATE PRECAST LINTEL OR A I AT TOP AND SP1 CLIPS PRE -MANUFACTURED CHIMNEY CAP _ MASONRY WALL BUILDER FRAME LSTA18 32 O.C. STUD TO PRE -ENG TRUSS, SLIT RADIUS AS REQ'D 2x BUCKS, AT BASE ARE END VIEW w/ WOOD REQUIRED FLOOR PLAN F FO KNEEWALL AT DOWNSET BEAM 2-0 ABOVE A POINT 0 &FRAME NAIL SCAB TO TOP IF A/C IS SUSPENDED F M CHORD WITH (4) 10d FROM TOP CHORD. (2) NAILS 2x4 #2 SYP BLOCKING .E 2x TOP PLATE C ADD 2x4 VERTICAL REQ'D @ TOP CHORD. NEAREST ROOF IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS PRECAST CONC. OR CLOSURE WALL w/ 0�� IF NO WEB IS PRESENT SUPPLIED BY A/C SINGLE TOP AND BASE PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p, '^ .�, (1) SPH4 EVERY COMPANY PLATE w/ (2) 16d NAILS POWERS STEEL SILL (3) 10d NAILS TYPICAL OTHER STUD TO TO TRUSS. STUDS @ 1 NAILING SCHED. AT EACH TRUSS TYP. @ALL WINDOWS e, 24" O.C. & EXT. DOUBLE TOP PLATE aW �! SHEATHING INSTALLED 2x4 FRAMED CRICKET �� , 2x4 'X' BRACE ACROSS 2x4 VERTICAL @ 24"W/ PER NAILING PATTERN -j Z LENGTH OF I— GALVANIZED �...�� E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW1, "� SHEARWALL T FLASHING NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN NAILS TO BOTTOM CHORD WITH (3) 10d TOP AND BOTTOM MIN CRICKET AS REQUIRED / H NAILS (2) BAYS PAST A/C ` � CHORD & 3 10d NAILS LOCATION. MIN (3) BAY MIN. 24" i DRAFTING: A F J PLATES ROOF DECK PER VALLEY 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MAIN SPAN ROOF _ BETWEEN TRUSSES TO EACH TRUSS. TYP MAIN FLOOR 1 QC CHECK. CC TRUSS �, IF.WALL HEIGHT IS TOENAILED TO EACH SIDE JOB No. (4) 16d COMMONS DOUBLE TOP PLATE w/ ELEV 0'-0" / B G DOUBLE TOP PLATE SCALE: 10d NAILS @ 4" O.C. g BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS - DATE: STANDARD TRUSS NAILED @ EACH END CONC, SLAB - VERT REINF. BEYOND j'' TRUSS PER PLAN BOTTOM CHORD '---- UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE TOP PLATE + FRAMED WALL PER SEE FOUNDATION MASONRY WALL PER PLAN SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR PLAN \ C WF1 � KNEEWALL ABOVE MASONRY WALL I/SWO� PERP. SHEARWALL CONNECTION TO TRUSS (/76011 A/C IN TRUSSES 3/4"=1'-0" 12 SEE PLAN 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 SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 " 11 2x8 3/16" x 3" 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, STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN 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" O.C. @ EACH SUCCESSIVE BUCK 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME (1) 2x OR (2) 2x BUCK OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 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 1/2"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D KNEEWALL AT UPSET BEAM r------------- I I A/C UNIT AND PAN y BY SUPPLIER i. MIN. 24" MAX 48" BLOCKING UNDER A/C SUPPORTS I. 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END J Q F - z W 0 co W v aZ e.i O z Oi 0- L i (� Lul W W W W U) 011111111/j!/ w d Ln STRUCTURAL a• •. Fj w o SHEATHING,•� : " z z 04 q%4 TYP. TRUSS TO FRAME CONNECTION PER p ; J STD. CONNECTOR r- °+• „° O NOTES) ®•. ��•®� Q FRAME OUT TO BLOCK aa••�asaaa a '"aaJ EDGE ¢/tA �S P " (2) 2x TOP PLATE W (2) 2x #2 SYP SEE PLAN d r, O FOR BEAM SIZE (ONLY IF OPENING PROVIDED O PER PLAN)Z 4 N ¢ MIN. 2x4 SPF #2 KNEE d+� o WALL w/ STUDS @ 16" C6r O.C. w/ STRUCTURAL o ...". SHEATHING FROM w O TOP OF WALL TO a� BOTTOM OF WALL. ATTACHED PER U tfz NAILING SCHEDULELL ' • y,: OTHERWISE SP2 CLIPS O�'� U AT TOP AND SP1 CLIPS Z�� AT BASE ARE REQ'D 0 O Q O 44rA KNEEWALL OVER MASONRY WALL RE. ELEV` FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32" (2) 2x #2 SYP SEE PLAN O.C. & 6" FROM EACH FOR BEAM SIZE END 1 I I 2x PT BOTTOM PLATE PRECAST LINTEL OR A I KNOCK OUT COURSE PRE -MANUFACTURED CHIMNEY CAP FLUE PER MANUF. SPECS W/ 2" MIN. MASONRY WALL BUILDER FRAME LSTA18 32 O.C. STUD TO PRE -ENG TRUSS, SLIT RADIUS AS REQ'D TOP OF CHIMNEY MIN. KNEEWALL AT UPSET BEAM r------------- I I A/C UNIT AND PAN y BY SUPPLIER i. MIN. 24" MAX 48" BLOCKING UNDER A/C SUPPORTS I. 3/4"=1'-0" ROOF SHEATHING ATTACH PER NAILING SCHEDULE STANDARD TRUSS TOP CHORD VARIES TRUSS WEBS NOT SHOWN FOR CLARITY 2x4 #2 SYP CROSS BRACING (AT 45°) W/ (3) 12d NAILS TO RAT RUNS. TYP EACH SIDE CONDENSATE DISPOSAL BY A/C SUPPLIER CONNECTION TO BE SUPPLIED BY A/C COMPANY (2) 2x4 #2 SYP BLOCKING W/ SIMPSON A34 OR LUS24-2 EACH END J Q F - z W 0 co W v aZ e.i O z Oi 0- L i (� Lul W W W W U) 011111111/j!/ w d Ln STRUCTURAL a• •. Fj w o SHEATHING,•� : " z z 04 q%4 TYP. TRUSS TO FRAME CONNECTION PER p ; J STD. CONNECTOR r- °+• „° O NOTES) ®•. ��•®� Q FRAME OUT TO BLOCK aa••�asaaa a '"aaJ EDGE ¢/tA �S P " (2) 2x TOP PLATE W (2) 2x #2 SYP SEE PLAN d r, O FOR BEAM SIZE (ONLY IF OPENING PROVIDED O PER PLAN)Z 4 N ¢ MIN. 2x4 SPF #2 KNEE d+� o WALL w/ STUDS @ 16" C6r O.C. w/ STRUCTURAL o ...". SHEATHING FROM w O TOP OF WALL TO a� BOTTOM OF WALL. ATTACHED PER U tfz NAILING SCHEDULELL ' • y,: OTHERWISE SP2 CLIPS O�'� U AT TOP AND SP1 CLIPS Z�� AT BASE ARE REQ'D 0 O Q O 44rA KNEEWALL OVER MASONRY WALL RE. ELEV` FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D (UMU-1 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 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" 3/4"=1'-0" oma 1 Cn w A 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED CHIMNEY CAP FLUE PER MANUF. SPECS W/ 2" MIN. ° WINDOW PER > LSTA18 32 O.C. STUD TO PRE -ENG TRUSS, SLIT F TOP OF CHIMNEY MIN. CLEAR BETWEEN FLUE Z FLOOR PLAN F ROOF SHEATHING FOR STRAP 2-0 ABOVE A POINT 0 &FRAME � F M WITHIN 10'-0" OF THE GALVANIZED FLASHING C CONT. ROOF SHEATHING NAIL PER PLAN NEAREST ROOF Z 0 PRECAST CONC. OR 0�� EXT. SHEATHING PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p, '^ .�, (1) SPH4 EVERY n ATTACHED PER POWERS STEEL SILL TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO 1 NAILING SCHED. U TYP. @ALL WINDOWS e, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE aW BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET �� , EXT FINISH PER PLAN 2x4 VERTICAL @ 24"W/ 0 -j Z I— GALVANIZED �...�� E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW1, "� O.C. MAX. w/ (4) 10d T FLASHING NAILS TO BOTTOM / H � CHORD & 3 10d NAILS + ENG: CFG / BAD i DRAFTING: A F J PLATES ROOF DECK PER VALLEY K TO TOP CHORD; NOTE C _ �, MAIN FLOOR 1 QC CHECK. CC F2x RAMING DETAIL �, IF.WALL HEIGHT IS JOB No. (4) 16d COMMONS ELEV 0'-0" / B G DOUBLE TOP PLATE SCALE: AS INDICATED g BETWEEN 4FT & 8FT, USE 2x6 SYP #2 STUDS - DATE: + + NAILED @ EACH END CONC, SLAB - VERT REINF. BEYOND j'' SD2 + SEE FOUNDATION SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ C GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO } RAFTER "` 16d COMMONS END I I—! / 1' 2x4 BLOCKING W/ 2 O + ++ NAILED TO VERTICAL � I (= -� MASONRY WAL R E `J COMMON TRUSS PER PLAN OR CONV. FRAMING w/ STRUCTURAL SHEATHING PER PLAN AND ROOF E 16d COMMONS END NAILED TO VERTICAL 2x4 s I= � PLAN g01LD�,yC SEE FOUNDATIONAI�F FINISH PER ARCHSFIN '''',,, 2x4's + + DETAILS FOR FTG INFO � G + + pg,�0 G CURVED ROOF TRUSSES PER PLAN OR CURVED TRUSS PER PLAN�� f, a RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED DORMER FRAMING DETAIL NOTE. SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ D (UMU-1 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 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" 3/4"=1'-0" oma 1 i ° Q Z 0 11 � F M Z 0 0�� n 1 U 00 0 aW N • CO 0 -j Z I— W �...�� i w >-�0 T - STRUCTURAL ENG: CFG / BAD DRAFTING: C _ 43RUCT: AML 1 QC CHECK. CC JOB No. TM - 2150783 SCALE: AS INDICATED - DATE: 07/10/2015 SD2 SIMPSON I I I um DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION it I I I; I I SIMPSON HGA10 @ 48" GABLE BRACING O.C. SHE ATHING NOT REQ'D TO A CONT. O THE NOTE: ALL GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. — BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. SYP#2 OR BETTER (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) TRANSITION FROM TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE WALL TO GABLE CONNECT TO DROP GABLE WITH EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EA.DIAG. AS SHOWI` H2.5 CLIP. MAX 2'-0" O.H. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w FASTEN ROOF \ MAX. ATTACHMENT w/ (3) 10d z TRUSS RAFTER TO OPP SIDE DOUBLE 2x TOP PLATE SEE CHART. PROVIDE 16d NAIL S BLOCKS w/8d NAILS TIE BEAM COURSE w/ (1) FASTEN SIDE WALL u- ¢ M 2x TOP PLATE TO @6"O.C. PLT.@12" O.C. MAX - = v GABLE END W/ 16d I SHEATHING PER PLAN. CONT. 2x4 II o m NAILS @ 6" O.C. W/ 1/4"x4-1/2" SIMPSON END GABLE w/ C FRAMING FOR FALSE L I (5) 16d NAILS BRACE o SHEATHING COVERING IF REQ'D TO BLOCKING U LL \ STRONGBACK TO DIAGONAL EXT. SHEATHING; BAY REQ'D w/ SPAN CONNECTION ECT TO DROP SIMPSON H10A ATTACH PER PLAN STRONGBACK, SEE WITH H2.5 CLIP. \ \ DIAGONAL TO TOP PLATE CHART 2ND 2x4 BRACE IF REQ'D, SEE CHART PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. \ \ FOR GABLE GABLE BRACING (+) 0 FASTEN TO DIAG. w/(2) 2x4 FRAME WALL CONNECTION SEE CHART A -A GABLE VERTICAL BRACING 16d NAILS. II d 24" O.C. Z GABLE BRACING @ 48" J_ :END STRONGBACK IF REQ'D O.C. NOT REG'D 6' \\ (GEO GABLE END BRACING FROM EAVES WHERE O.H. IS > V-0", DROP SIMPSON A23 @ EACH A35 DIAGONAL TO IV GABLE BRACING GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d TO RUN BACK TO 1 ST COMMON SEE ELEV. FOR NAILS @ EA. END. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS C CONNECT TO DROP GABLE WITH EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EA.DIAG. AS SHOWI` H2.5 CLIP. MAX 2'-0" O.H. EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w FASTEN ROOF o MAX. ATTACHMENT w/ (3) 10d z SHEATHING TO RAFTER TO OPP SIDE TOENAILS EA. END J SEE CHART. PROVIDE 16d NAIL S BLOCKS w/8d NAILS TIE BEAM COURSE w/ (1) GABLE END TRUSS TO u- ¢ M 2x TOP PLATE TO @6"O.C. PLT.@12" O.C. MAX - = v GABLE END W/ 16d I #5 CONT. CONT. 2x4 II o m NAILS @ 6" O.C. W/ 1/4"x4-1/2" SIMPSON END GABLE w/ C FRAMING FOR FALSE L I 2x4 DIAGONAL BRACE (1) A23 FROM o SHEATHING COVERING IF REQ'D @ 48" O.C. TO 3RD U LL \ STRONGBACK TO DIAGONAL CMU WALL CONNECTION BAY REQ'D w/ SPAN CONNECTION ECT TO DROP GABLE VERTICAL STRONGBACK, SEE WITH H2.5 CLIP. \ \ �-� x CHART 2ND 2x4 BRACE IF REQ'D, SEE CHART \ \ FOR GABLE GABLE BRACING (+) 0 C) 2x4 O U SEE CHART A -A GABLE VERTICAL BRACING 2x6 d 24" O.C. Z 10d COMMON NAILS @ J_ :END STRONGBACK IF REQ'D GE01 GABLE END @ FLAT CEILING CONNECTIONS \\ (GEO GABLE END BRACING PER CHART 45° CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D GABLE BRACING CHART SIMPSON A23 @ EACH A35 DIAGONAL TO IV GABLE BRACING - BRACE TO PLATE TRUSS BOT. CHORD 4'-8" < H -17'-0" 3 1/4" HOLD 1/2" J -BOLTS w/ (2) 2x4 BRACE (SEE SECTION A -A) PT 2x8 PLT., CANT FOR - WASHERS (MIN. 6" 14'-0" < H:618'-8" CLG, NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 2x4 BRACE IF REQ'D O RIDGE BOARD W/ A35 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w 0 ON (1) SIDE OF o MAX. ATTACHMENT w/ (3) 10d z BRACE RAFTER TO OPP SIDE TOENAILS EA. END J SEE CHART. PROVIDE 16d NAIL S Z TIE BEAM COURSE w/ (1) GABLE END TRUSS TO u- ¢ M 2x TOP PLATE TO FASTEN SYP OR SPF PLT.@12" O.C. MAX - = v GABLE END W/ 16d I #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD II o m NAILS @ 6" O.C. W/ 1/4"x4-1/2" SIMPSON END GABLE w/ C FRAMING FOR FALSE L I 10d COMMON NAILS (1) A23 FROM o SHEATHING COVERING GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H -17'-0" (1) 2x4 BRACE 7'-0" < H :E 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:E14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS CMU WALL OR LINTEL-- --_ SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD BEAM, IF REQ D w/ (3) NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) BELOW 10d COMMON NAILS @ HGAIOKT @ 32" O.C. 10d NAILS @ EA. TRUSS FHING PER PLAN 2x6 RAFTER TO 2x8 W 2x4 BRACE IF REQ'D O RIDGE BOARD W/ A35 J Q 0 ON (1) SIDE OF o RAFTER & A35 ON ADJ BRACE RAFTER TO OPP SIDE Z SEE CHART. 2x6's @ 24" O.C. MAX. TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ 2x4 SYP #2 BLOCKING, FASTEN SYP OR SPF d 2x6 (MIN.) PLATE THRU #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN W/ 1/4"x4-1/2" SIMPSON END GABLE w/ 17 10d COMMON NAILS (1) A23 FROM o SHEATHING COVERING IF REQ'D C U LL @ 6" O.C. STRONGBACK TO DIAGONAL CMU WALL CONNECTION CLEAR SPAN CONNECTION ECT TO DROP GABLE VERTICAL O U) WITH H2.5 CLIP. ;2„ I) �-� x 2ND 2x4 BRACE IF REQ'D, SEE CHART ***NOTE- REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** 0 C) 2x4 O U A -A GABLE VERTICAL BRACING 2x6 d 24" O.C. Z 10d COMMON NAILS @ J_ :END 8" O.C. GE01 GABLE END @ FLAT CEILING CONNECTIONS (GEO GABLE END BRACING 3/4"=1'-0" 3/4"=1'-0" E EQ 2x4 BLOCKING @ EA. W PROVIDE 2x BLOCKING i OUTLOOKER (MAX. LL FOR NAILING 2x4 BLOCKING (2) 'i2d ROOF SHEATHING PER ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX. STUD TOP &BOTTOM EACH END.AT 24" O.C. U END NAILS EA. END (TYP.) (END NAIL PLTS. (2) 2x TOP PLATE TO STUD) TRUSS PER PLAN 2x FASCIA w (2) 16d J 0 END NAILS @ EA. 2x4 #2 SYP P.T. Q 2x4 OUTLOOKER @ 24" - HEADER PER PLAN; SEE HEADER OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS O.C. MAX. w/ (2) 16d os SCHEDULE &NOTES '---- SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER W END NAILS TO TRUSS FOR ADDT L INFO HOLD WALL 31/2" @EACH END 0 AV--- A GABLE END SHEATHING FASTEN PER PLAN. ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE 1'-9" MAX. DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE TRUSS PER PLAN - ---- OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB SHEATHING PER PLAN Z EXTERIOR SHEATHING. EXT. FINISH PER ARCHS TRUSS PER PLAN ATTACH PER PLAN � n FROM TOP OF WALL VARIES 1/2" x 8" J -BOLT @ 32" w TO BOTTOM U)O.C. AND 6" FROM EA. RAKED DOUBLE TOP 2x8 #2 SPF STUDS AT PLATE END w/ NUT & WASHER 16" O.C. CMU WALL PER PLAN . 4 DTC CLIP, (2) 8d NAILS �___ 2x$ #2 SYP PT. BASE INTO BLOCKING, (2) MASONRY WALL OR PLATE W/ 1/2" x 8" CEILING NAILER AS MSTAM-24 TYP, EA. REQ'D SIDE OF EA. STUD. MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN LINTEL SEE PLAN ANCHOR BOLT OR p. IN CMU. OR SIMPSON TITEN HD @ 32 O.C. & CENTERED BETWEEN „ 2x8 #2 SPF STUDS @ FRAME AND CMU SEE META16 16" O.C. TYP. ; # WALL SPLICE DETAIL 6" FROM EACH END 2x8#2 SYP PT BASE FOR REQ'D FLASHING STD CONDITION @ CMU VAULTED CONDITION @ CMU PLATE 4 GEO GABLE END @ VAULTED CEILING 3/4"=1'-0" TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 f SDS SCREWS TO TOP WALL SHEATHING PER �— LAY 2x4 BLOCKING - — — --- — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOWBOTTOM CHORD. a 4 FASTEN CONY. 2x 2x WALL, SEE PLAN NAILS ATTACH E/ (2) TRUSS VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. CLIP DETAIL (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG.w/ 16d NAILS. SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ CONNECTIONS EACH END (TYP.) FHING PER PLAN 2x6 RAFTER TO 2x8 W TRUSS PER PLAN O RIDGE BOARD W/ A35 J Q 0 ON (1) SIDE OF o RAFTER & A35 ON ADJ TRUSS PER PLAN RAFTER TO OPP SIDE Z (AS SHOWN) 2x6's @ 24" O.C. MAX. I 2x4 SYP #2 BLOCKING, FASTEN SYP OR SPF d 2x6 (MIN.) PLATE THRU END NAILS @ EACH E SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON END GABLE w/ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 f SDS SCREWS TO TOP WALL SHEATHING PER �— LAY 2x4 BLOCKING - — — --- — — CHORD OF EACH PLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOWBOTTOM CHORD. a 4 FASTEN CONY. 2x 2x WALL, SEE PLAN NAILS ATTACH E/ (2) TRUSS VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. CLIP DETAIL (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG.w/ 16d NAILS. �ON H10A DIAG. O OCKING z �ra���illfYa,y W v a •s a s O W �•°i Z Z GABLE BRACING @ 48" PROVIDE 2x BLOCKING U •W N O.C. MAX. 45° FROM FOR NAILING � HORIZONTAL (+/- 100) Q � Q Q ❑ BRACE NOT REQUIRED' °••�� 6' FROM EAVES.® • , a< J O TRUSS PER PLAN ' � ,•a..••. *°q. ,,,.� •� U_SEE PLAN FOR SUPPORT AND TIE ~®�'A I I111e�* DOWN OF JACK PROVIDE BLOCKING TRUSSES W BETWEEN TRUSS BAYS [ U� O \\ @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN OU CONNECTION DETAILjv FOR REQ'D (FRAME WALL SHOWN; 0 i- 7 cr M CONNECTIONS 0 FHING PER PLAN J Q o ***NOTE. GABLES SPANNING LESS THAN 8' DO Z C' W W 0 u 0 CD E O.H. IS > V-0", w END GABLE w/ )OKERS @ 24" o Z 0 RUN BACK TO C U LL )MMON TRUSS ZO ;3) 12d TOENAILS. ECT TO DROP 0 ❑w O U) WITH H2.5 CLIP. ;2„ I) '-0" O.H.Lo U)w W o in 0 C) 2x4 O U d 24" O.C. Z J_ :END FHING FASTEN LAN LLI E EQ p W i LL U �ON H10A DIAG. O OCKING z �ra���illfYa,y W v a •s a s O W �•°i Z Z GABLE BRACING @ 48" PROVIDE 2x BLOCKING U •W N O.C. MAX. 45° FROM FOR NAILING � HORIZONTAL (+/- 100) Q � Q Q ❑ BRACE NOT REQUIRED' °••�� 6' FROM EAVES.® • , a< J O TRUSS PER PLAN ' � ,•a..••. *°q. ,,,.� •� U_SEE PLAN FOR SUPPORT AND TIE ~®�'A I I111e�* DOWN OF JACK PROVIDE BLOCKING TRUSSES W BETWEEN TRUSS BAYS [ U� O \\ @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN OU CONNECTION DETAILjv FOR REQ'D (FRAME WALL SHOWN; 0 pllf�'�I 7 cr M CONNECTIONS MAY ALSO BE MASONRY) Q o ***NOTE. GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** C' W u 0 a w Q U LL UI U O U) ;2„ o in M O I GABLE END @ FLAT CEILING w/BOSTON HIP 3/4"=1'-0" U (2) 2x TOP PLATE C/) J 0 U) Q W HEADER PER PLAN; SEE HEADER O C) oes os SCHEDULE &NOTES O W U FOR ADDT L INFO Q 0 Z U o J Zry a ~ OU.�� 2x DOWNFRAME TO W Q. DOOR AS REQ'D U LU Z Z v o� W o w V 1/2" THREADED ROD z W —_ EA. SIDE OF HEADER (CENTERED Win TOP PLATE & 6" FROM JAMB O STUDS) w/ MIN 6" a EMBED. INTO SLAB ONLY REQ'D @ BRG WALL W/ UPLIFT Z 0 Q z Z O HEADER STUDS PERw HEADER SCHEDULE (' U.N.O. ON PLANS p z Z Z II -- O J O -j ATTACH JAMB STUDS © Lu Y Op00, C I I PER WF08/SD40 O� Q 1 o N Uj 0 W m Z U) 0 J LU P.T BASE PLATE LU(j)O O F- 2 F - p H U STRUCTURAL ENG: CFG / BAD U DRAFTING: J Q -STRUCT: AML STUDS REQ'D. ���iLn�N� w0 ac CHECK: CC SAND LU JOB No. TM 2150783 ORD_ _ _. _.._ ...... � SCALE: AS INDICATED DATE: 07/10/2015 CF01 FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL FO YPICAL HEADER DETAIL NOT USED 1/2"=1'-0" 3/4"=1'-0" 1/2"=1 1-01, D3 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. W PENETRATION OF LEAST 8'-0" LONG. TYP. MORE THAN 50% OF2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 TOP PLATE WIDTH BOTTOM PLATE w/ 4 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON PROVIDE 2x4 ON TOP O 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER �1��ff�IL —� 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE �I'�i - `—� PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & NAILS TYP. TOP & BOT. F— FRAMING PLAN TOP PLATE ATTACH W/ Z ATTACH PER NAILING w + (2) 10d NAILS O.C. PATTERN ON THIS1 F_�% + + DOUBLE 10d @ 3 10d x 3COMMON " O.C. . ' (SOLID BLOCK W/ 2x6) " z 10d x 3" + � — w TOP SPLICE DETAIL v 0 2 1/2" z w z o 21/4" O - 2�� iv z w1 1/2" w iv U Q Q 2x4 BEYOND AGAINST iv N a N w C 10 48" 2x8 STUDS �N N� cn - M/�y N1 0d x 3" COMMON _ WATTco TOPACH 2x PLATE W//UDS 6d OVERLAP TOP PLATE 10d x 3" COMMON OPP. O O N NAILS 2 ON EA. SIDE) AT CORNER SIDE z z w z U U o TYP. AT ALL EXTERIOR O Q Q in U ATTACH 2x STUDS TO -- - CONDITIONS NAIL BOTTOM PLATE U I I I I � iCL TOP PLATE UV/ (4) 16d TO CORNER STUD a 00 XAw /7 00, NAILS ((2) ON EA. SIDE) PACK w/ (4) 10d NAILS 2x8 TYP. AT ALL. EXTERIOR 2x8 STUDS PER _�_-- � CONDITIONS FRAMING PLAN 10d x 3 COMMON OPP. SIDE TOP SPLICE CL D DET BOTTOM SPLICE OVER -- --- TOP PLATE CORNER TRANSITION. (2) 2x4's (2) 24's (2) zxs's DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8„ O/C PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8” O/C. OUTSIDE 2x's �FOTYPICAL TOP PLATE SPLICE @ BRG. WALL AFOkTYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. �.:./ NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 z @3"O.C. _. __ _ .. — U z 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON a 'A' = NAIL SPACING i ( �11-�11 _ II- w-� 6 a z j w NAILS @ 3" O.C. I OV S�, OV S�, ROOF SHEATHING, F, I z 2I-<�R�,gA TO ROOF SHEATHING, 2,1 FAQ 1& T FASTEN PER PLAN I I I I I I nw Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ p 1/2"NcTy rRU FASTEN PER PLAN FNC pTR� z COMMON NAILS @ 3 O.C. S h� S %9: Z up S OPOS III X w NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON - o — o Oh, h' III III I I WALL SHEATHING O = PLANS a 2x4 FRAMING @ 24" III III I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" g STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III I II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w �' � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10dNAILS NAILS AT JOINT III III I I I PANELS _ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" IIIIII I I I I I HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT 3 � PER -ENG TRUSSES III TYP, III I I I I Z) p TOP & BOTTOM 2x SCAB w/ 10d NAILS � STUD PER PLAN �• *_ OPENING III I I II 2x STUDS BEYOND, (D (2) 8d NAILS @ 3" O.G. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. III III I I I SEE PLAN FOR MOREQ w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES O INFO i- Z f- O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA IIIc ._._..�i_._ III II II I NOTE: PIPE OR DUCT W/ DOUBLE 2x4 TOP LEDGER TO LEDGER PER PLAN NOTES: PLATF I EW --THS MUST BE AT II II II 2 ROWS 10d @ 3" O.C. PLATE O.C. PLAN 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN W PENETRATION OF LEAST 8'-0" LONG. TYP. MORE THAN 50% OF2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION Q NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 TOP PLATE WIDTH BOTTOM PLATE w/ 4 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON PROVIDE 2x4 ON TOP O 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" PER �1��ff�IL —� 2x4 STUDS PER OF 2x8 TO BLOCK OUT 10d NAILS 1" EDGE 1 1/2" EDGE �I'�i - `—� PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & NAILS TYP. TOP & BOT. F— FRAMING PLAN TOP PLATE ATTACH W/ Z ATTACH PER NAILING w + (2) 10d NAILS O.C. PATTERN ON THIS1 F_�% + + DOUBLE 10d @ 3 10d x 3COMMON " O.C. . ' (SOLID BLOCK W/ 2x6) " z 10d x 3" + � — w TOP SPLICE DETAIL v 0 2 1/2" z w z o 21/4" O - 2�� iv z w1 1/2" w iv U Q Q 2x4 BEYOND AGAINST iv N a N w C 10 48" 2x8 STUDS �N N� cn - M/�y N1 0d x 3" COMMON _ WATTco TOPACH 2x PLATE W//UDS 6d OVERLAP TOP PLATE 10d x 3" COMMON OPP. O O N NAILS 2 ON EA. SIDE) AT CORNER SIDE z z w z U U o TYP. AT ALL EXTERIOR O Q Q in U ATTACH 2x STUDS TO -- - CONDITIONS NAIL BOTTOM PLATE U I I I I � iCL TOP PLATE UV/ (4) 16d TO CORNER STUD a 00 XAw /7 00, NAILS ((2) ON EA. SIDE) PACK w/ (4) 10d NAILS 2x8 TYP. AT ALL. EXTERIOR 2x8 STUDS PER _�_-- � CONDITIONS FRAMING PLAN 10d x 3 COMMON OPP. SIDE TOP SPLICE CL D DET BOTTOM SPLICE OVER -- --- TOP PLATE CORNER TRANSITION. (2) 2x4's (2) 24's (2) zxs's DOUBLE 2x8 TOP INSIDE PLY NAILS NAILED AT 8„ O/C PLATE TOP PLATE TRANSITION (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8” O/C. OUTSIDE 2x's �FOTYPICAL TOP PLATE SPLICE @ BRG. WALL AFOkTYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING � SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. �.:./ NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 z @3"O.C. _. __ _ .. — U z 0 NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON a 'A' = NAIL SPACING i ( �11-�11 _ II- w-� 6 a z j w NAILS @ 3" O.C. I OV S�, OV S�, ROOF SHEATHING, F, I z 2I-<�R�,gA TO ROOF SHEATHING, 2,1 FAQ 1& T FASTEN PER PLAN I I I I I I nw Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2„ p 1/2"NcTy rRU FASTEN PER PLAN FNC pTR� z COMMON NAILS @ 3 O.C. S h� S %9: Z up S OPOS III X w NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON - o — o Oh, h' III III I I WALL SHEATHING O = PLANS a 2x4 FRAMING @ 24" III III I I I SPLICE, SEE SPLICE DETAIL. MAX 1/8" g STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. III OPENING III I II II SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w �' � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10dNAILS NAILS AT JOINT III III I I I PANELS _ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" IIIIII I I I I I HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT 3 � PER -ENG TRUSSES III TYP, III I I I I Z) p TOP & BOTTOM 2x SCAB w/ 10d NAILS � STUD PER PLAN �• *_ OPENING III I I II 2x STUDS BEYOND, (D (2) 8d NAILS @ 3" O.G. TO EACH TRUSS END OR @ SHEATHING SPLICE, @ 4 O.C. III III I I I SEE PLAN FOR MOREQ w VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION PER -ENG TRUSSES O INFO i- Z f- O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA BLOCKING GYPSUM WALLBOARD IIIc ._._..�i_._ III II II I CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS Wz �� LEDGER TO LEDGER PER PLAN IIII NAILING PER II II II �¢ O.C. PLAN 12d NAILS @ EACH END IIII ! it IIII II II II FLATWISE (2) 16d o= �0 NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL II IIII NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF fiF1'TYPICAL SCAB OVERHANG DO2 LEDGER @ LOW ROOF 00 SHEATHING PER PLAN 2x12 BOX HDR w/ 2x8's [__ All-_��=_IL 2x4 SYP #2 LEDGER. O.C. MAX.; 0UL N� TO STUDS OR BEAM w/ (4) 10d NAILS FOR — CONV. FRAMED (2) 1/4" X 4%." SIMPS. — 2x4 SYP #2 OR O TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL SYP #2 LEDGER w/ 1/4" FLOOR SYSTEM O �01Lb/�c U_ 0 INFO CUTTO F=l'( 2x BOTTOM PLATE 2x12 w/ 10d X 3" NAILS OPEINING SIZE- 1 BEYOND SEE PLAN - SHEATHING DIAGRAM ROOF TRUSS - SEE V11F1 EXTERIOR SHEATHING SCHEDULE z NTS i Ww >� SHEATHING PER BLOCKING GYPSUM WALLBOARD SIMPSON SP4 ORS x (2) 2x TOP PLA E CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS JOINT, MAX. 1/8" GAP LEDGER TO LEDGER PER PLAN O.C. MAX.; NAILING PER 2x4 PT LEDGER W/ 01 1/4 x4 TAPCONS @ 12 2x4 LEDGER W/ (2) 16d " 2x FRAME WALL PER NAILS @ 16" O.C. SCHEDULE O.C. PLAN 12d NAILS @ EACH END 2x4 BLOCKING PLACED - SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.H. SIZE w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. L NAILS EACH END SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF fiF1'TYPICAL SCAB OVERHANG DO2 LEDGER @ LOW ROOF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE SHEATHING PER PLAN 2x12 BOX HDR w/ 2x8's w c �Z N0 O I- 1= LL w U t U) 10d x 3" OPP. SIDE O C) U 0 z kNCE PER m o w LL U_ O Zda�w��mlY'Ylrljy/y w O aLn C-4 ~ y fo��a�ese®orm '"s 7 W d ®� '�►� : N Z Z LL ROOF SHEATHING, FASTEN PER PLANJU 0 Q Q = �. O q�se.es.• as L _ 2x4 #2 SYP CONT. w/ (2) W 16d COMMON NAILS LU EA. STUD OR TRUSS I O MEMBER, TYP. (MAX. O 24" O.C.). IF MASONRY, U ii0 0 USE 2 1/4 TAPCONS 0 w/MIN. 2" EMBED. @ Q a 24" O.C. C,.i 6 w TRUSS PER PLAN — 0 0 Q 0 U LL U� O i'� V WOOD/MASONRY U) • . WALL OR TRUSS, SEE p 0' PLAN (TRUSS SHOWN) F5 O 4 CL U REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS r� 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. MORE INFO & MORE INFO & DOUBLE TOP PLATE w/ (2) 16d END NAILS CONNECTION CONNECTION EACH END � P2 2 BLOCKING W/ (2) T 3/4"=1'-0" 3/4"=1'-0" 1/2"=V-0" 1/2"=11-011 1 /2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; SIMPSON SP4 ORS x (2) 2x TOP PLA E EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. > MAX.; O.C. MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d @ EACH STUD 12d NAILS @ EACH END NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. L � SEE PLAN - SIMPSON H3 CLIP SDS SCREWS @ 16" POST TO BEAM SHEATHING PER PLAN 2x12 BOX HDR w/ 2x8's PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. O.C. MAX.; COMMUNITY SPECS TO STUDS OR BEAM w/ (4) 10d NAILS FOR — CONV. FRAMED (2) 1/4" X 4%." SIMPS. TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR MEMBERS ONLY TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED �01Lb/�c PRE-ENGINEERED INFO SIMPSON LSTA30 W/ _ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF - SANFURD ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT i Ww >� SHEATHING PER BLOCKING @ 24" O.C. DESIGNED FOR C FRAMING PLAN FOR CORNER CONDITIONS g WALL TO PRECAST 6D01 CORNER COLUMN FRAMING NAILING SCHEDULE & w/ (2) 16d END NAILS NOT USED 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 SEE PLAN FOR --' NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING CONNECT -ION 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ xxxx CONNECTION + 2x BRG WALL, SEE ---- a i i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL Z PLAN FOR STUD SIZE & ' 0 � i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN SEE WALL CLIP DETAIL M SPACING. MIN 2 2x O Z J SEE FLOOR PLAN FOR i LINTELS TRUSS LINTELS FOR MORE INFO -1 UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN `, SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 2x8 #2 SPF VERTICAL LINTEL PER PLAN 2x8 #2 SPF VERTICAL U.N.O. LO 0000 i i 04 @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. m 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. "` SHEATHING PER SHEATHING PER 2x BLOCKING ----� ..- LU ��0 w/ (2) 1/4" x 3 1/2" . ,. w/ (2) 1/4" x 3 1/2" ;. NAILING SCHEDULE & �, NAILING SCHEDULE & (2) 2x TOP PLATE TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r' (4) 12d NAILS EACH (4) 12d NAILS EACH SIMPSON LSTA24 EACH - SPACED EVENLY SPACED EVENLY TRUSS MEMBER TRUSS MEMBER STUD ATTACH 2x TO -STRUCT: AML VERTICALLY J QC CHECK: VERTICALLY JOB No. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) AS INDICATED 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 1 O NAILS @ SPACING. MIN (2) 2x STAGGERED @ 8" O.C. POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL POCKET SGD EACH VERTICAL POCKET SGD 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 F1 SECTION @DOUBLE BEARING fiFl STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM fS02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER 3/4"=1'-0" 3/4"=1'-0" 1/2"=V-0" 1/2"=11-011 1 /2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4%" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ STRAP IS NOT REQUIRED. 16" O.C. MAX.; 1 /2"=1'-0" h d f L 1 d TO GABLE END STUDS w SDS SCREWS @ 16" EXT. BEAM PER PLAN -- PT POST PER PLAN EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. > MAX.; O.C. MAX.; LAP BEAM PLYS AND TO MASONRY w/ 2x6 PT NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) TO GABLE END STUDS NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT EXT. BEAM PER PLAN 12 12" O.C. w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. L � SEE PLAN HTS20 CLIP FROM ____-` SIMPSON H3 CLIP SDS SCREWS @ 16" POST TO BEAM SHEATHING PER PLAN PLAN VIEW @ TOP OF POST 2x4 SYP #2 LEDGER. O.C. MAX.; COMMUNITY SPECS TO STUDS OR BEAM w/ (4) 10d NAILS FOR PT POST PER PLAN CONV. FRAMED (2) 1/4" X 4%." SIMPS. TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR MEMBERS ONLY 1 /2"=1'-0" h d f L 1 d ABU POST BASE PER SDS SCREWS @ 16" > PLAN O.C. MAX.; Z 0 5/8" THREADED ROD w/ TO GABLE END STUDS NUT SET IN ADHESIVE w/ (2) 1/4" X 3%" SIMPS. 4'-0" MAX. L � SDS SCREWS @ 16" FASCIA PER i7 O.C. MAX.; COMMUNITY SPECS /PLAN SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED �01Lb/�c _u� � INFO x 2 3/4" TAPCONS @12° ROOF TRUSSES @ 24" O.C. - SANFURD SIDE VIEW @ BASE OF POST O.C. MAX. i Ww >� z SIMPSON H3 CLIP DESIGNED FOR C SHINGLE ONLY 4t 6D01 CORNER COLUMN FRAMING SD01 TYPICAL SHED ROOF DETAIL NOT USED 3/4"=1'-0" 1/2"=l' -O" 1,; L,; COPYRIGHT MCD 2014: 1he Information contained In this document is copyrighted and Is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without t e expresse , written consent o MONTH CONSULTING (X DESIGN, OF WMR &ASSOCIATES, L C 10 strict y pro I Ite SD4 v, > Z 0 z�'' O¢ i Ww >� z Z o W W a Z ' 0 11 � M Z J 0 0 -1 LO 0000 04 m W �..� LU ��0 J CL STRUCTURAL ENG: CFG / BAD � DRAFTING: J C - -STRUCT: AML J QC CHECK: CG JOB No. TM 2150783 SCALE: AS INDICATED DATE: 07/10/2015 SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED -- ROOF ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING -KIVSEE PLAN SEE ARCHITECTURAL - PLAN FOR OVERHANG INFO WINDOW AS -- - SCHEDULED EXTERIOR FINISH PER PLAN �. MID -SPAN BLOCKING -- U.N.O. INSULATION PER PLAN - SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL_ INFORMATION THIS SHEET NOTE. ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN Z LINTEL AS PER PLAN LINTEL AS PER PLAN --- - WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF BEYOND -- MASONRY WALL PER PLAN FIN. FLR. 01-01, GRADE �. DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTIONi FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS NOTE: ALL FLOOR PRE-ENGINEERED BE P.T. ROOF TRUSS - SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOF TRUSS- SEE 3/4" FLOOR SHEATHING TRUSSES TO IF NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR F StiFFr BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP SEE ' STRUCTURAL COL PER PLAN FOR SIZE AND O.C. - FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS FRAME CONNECTION. REQ'D # OF STUDS 3/4" FLOOR SHEATHING NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN STANDARD CORNER A -A SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d FT MAX: DRAFT SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY STOPPING MATERIALS MIN THICKNESS SHALLfiS'O TYPICAL TWO STORY COL. @GIRDER " SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS CONNECTIONS SHEATHING PER PLAN 3/4" FLOOR SHEATHING HEADER 3/4" FLOOR SHEATHING F StiFFr SIMPSON MSTAM36 DOUBLE 2x TOP PLATE ATTACHED PER DOUBLE 2x TOP PLATE SIMPSON LSTA30 TYPICAL TRUSS TO STRAP W/ (10) 1 Od TO 2x BOTTOM PLATE Z 2x BOTTOM PLATE ANGLE) W/ (22) 1 Od FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING ' 3/4" FLOOR SHEATHING OVER TOP PLATE MIN. SEE STANDARD 2-1/4" TITEN SCREWS ATTACHED PER S ATTACHED PER FACE OF JAMB STUDS/ CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE 2x4 #2 SYP BLOCKING NAILING SCHEDULE SIMPSON LSTA30 FRAMING PLAN FOR USE SIMPSON FRAMING PLAN FOR CL SIMPSON SP4 w/ (6) 10d N STRAP (MAX 10° SPACING AND GRADE MSTCM60 STRAP W/ FROM TOP OF WALL SOLID BETWEEN IF HEADER IS UPSET ANGLE) W/ (22) 1 Od REFER TO PLAN FOR (20) 16d SINKERS & (14 PER PLAN SYS. 42 FLOOR AND SEE ARCH PLAN NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS • TO VERIFY SIZE" OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO TO VERIFY SIZE ' PLAN 3", THEN RUN DOWN 2x BOTTOM PLATE W/ 26" DEEP 2x BOTTOM PLATE. W/ 2x BLOCKING FOR (2) 2x SPF TOP PLATE D FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. HEADER SYSTEM - IF NO FLOOR SYSTEM INSTALL LINTEL COURSE OR Q 0 EXTERIOR SHEATHING KNEEWALL &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL SOLID BLOCKING 1/4" X 1 3/4" TITENS) 2x SYP #2 RIBBON (MIN STRAP W/ (11) 1 Od TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL UNDER COLUMN U.N.O. FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN ABOVE PROVIDE SOLID PLAN U.N.O. CONNECTION INFO.. (2) 2x SILL AT WINDOW BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS 11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS OR LVL GIRDER COL. EVEN WITHIN MORE INFO - BEAM; SEE PLAN AT EA. END NAILED TO NOTE: ALL FLOOR FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO BRG DIRECTLY ON 10d STUD PACK O.C. THEN NAILS @ 8" . TRUSSES TO BE P.T. IF CONC. SLAB - TRUSSES @ 24" O.C. z STUDS @ 16" O.C. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/(2) 1 O BARRIER (FELT PAPERTOE NAILS AT EA. END 3/4"=1'-0" 3/4"=1'-0" OR SIM IS PROVIDED SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 (2) ROWS 8d NAILS @ 2x 2ND FLOOR STUDS D FOR HANGER REFER TO PLAN FOR CLIP AT EA. END FOR BUILT-UP COLUMN SEE PLAN FOR MORE CC (2) SIMPSON LSTA18 OPENINGS GREATER INFO. ROWS 8d NAILS @ IN GARAGE STRAPS CENTERED @ JOB No. THAN 4' BUT LESS BEARING WALL PER AJA� FLOOR W/ (14) 1 O MASONRY WALL PER THAN 6' PLAN BEYOND SEE FLOOR FRAMING AS INDICATED NAILS PLAN SIMPS. MSTAM36 w/ COLUMNS PLAN FOR FLOOR MASONRY OR MTS12 : DATE: (7) 1 O NAILS & (4) 1/4" MID -HEIGHT BLOCKING SYSTEM INFO. NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD x 2 1/4" TITENS; IF PER BEARING WALL DETAILS FOR FTG INFO TRUSSES TORE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF FLOOR TRUSSESRE SCHEDULE TRUSSES TO BE P.T. IF ATTACH 2x STUDS W/ (3 ) 2x STUDS 20 ' 26" DEEPUSE 1/2" DIA. THREADED (2) SIMPSON LSTA18 —' - (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d COL; SEE BRG WALL/ FLOOR w/ (14) 10d ' CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 TITENS INSTEAD. 2 -STORY WALL NAILS (2) SIMPSON LSTA18 (IF (1F TITENS ARE NOT IN SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ LINTEL COURSE OR INFO. FLOOR W/ (14) 1 Od FLOOR TRUSS TO NAILS INTO FILLED CELL USE REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED PER NAILING ATTACH 2x STUDS W/ SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS 1/8" GAP BETWEEN STANDARD CORNER A -A SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d FT MAX: DRAFT SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY STOPPING MATERIALS MIN THICKNESS SHALLfiS'O TYPICAL TWO STORY COL. @GIRDER " SO 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS 0 SOLID SHEATHING @ SHEATHING PER PLAN 3/4" FLOOR SHEATHING HEADER 3/4" FLOOR SHEATHING F StiFFr Z "" a C) 16" O.C. TOP AND ATTACHED PER SIMPSON SP4 w/ (6) 1 Od SIMPSON LSTA30 ATTACH PER NAILING x1-1/2" @ 24" O.C. STRAP (MAX 10° Z BOTTOM CHORDS ANGLE) W/ (22) 1 Od SCHEDULE (2) 2x SPF TOP PLATE NAILS. BEND STRAP ' U.N.O. ON PLAN OVER TOP PLATE MIN. S1 TWO STORY PERP. FLOOR CONNECTION 3", THEN RUN DOWN S HEADER - SEE 2ND FACE OF JAMB STUDS/ v FLOOR PLAN FOR MIN. HEADER 2x4 #2 SYP BLOCKING HEADER SIZE & REQ'D FRAMING PLAN FOR JAMB STUDS FRAMING PLAN FOR CL SIMPSON SP4 w/ (6) 10d N EXTERIOR SHEATHING SPACING AND GRADE FROM TOP OF WALL SOLID BETWEEN IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN 0 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN Z "" a C) 16" O.C. TOP AND ATTACHED PER SOLID SHEATHING @ U) ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING Z BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE HEADER Of NAILING SCHEDULE SCHEDULE fis�iTWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 2x STUDS , SEE 51 CANTILEVERED FLOOR TRUSS CONNECTION 2x STUDS , SEE UNDER WINDOWS AND v 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR CL SIMPSON SP4 w/ (6) 10d N Z SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END x 1-1/2" @ 24" O.C. O SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER n TO VERIFY SIZE" TRUSSES @ 24 O.C. TO VERIFY SIZE CL TO VERIFY SIZE ' PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE. W/ 2x BLOCKING FOR (2) 2x SPF TOP PLATE D W AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. U.N.O. ON PLAN L 0 ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH HEADER - SEE 2ND ' o U 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN i V J W W END TRUSS OR FIELD FLOOR PLAN FOR MIN. 0 C) III 2x4) TO TRUSS w/ (4) w FRAME 2x4 KNEE 16d NAILS; BOTTOM HEADER SIZE & REQ'D O WALL, STUDS @ 16" J ry RIBBON TO BE PT IF - RIBBON TO BE PT IF JAMB STUDS U SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. z CMU CMU STRUCTURAL ENG CFG / BAD SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ D FOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL CC I SHEATHING TO EA. IN GARAGE(2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO JOB No. SEE PLAN FOR RIBBON . (. MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER AS INDICATED PLAN SHEATHING TO PLAN MASONRY OR MTS12 : DATE: SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD LOWER: (1) 2x SILL �- IF HEADER IS UPSET 0 PLATE w/ (2) 10d AND WINDOW IS TOENAILS. EXT. LOWER: (1) 2x SILL 0 W HEADER OPENINGS PLATE w/ (2) 1 O eu LESS THAN 4FT:(1) 2x TOENAILS. EXT. LL SILL PLATE w/ (2) 1 O HEADER OPENINGS O �rrr'ieeee® LESS N 4FT:(1) 2x w TOENAILS. OPENING LARGER THAN 4FT: (2) SILL PLA / (2) 10d y�4 �� �s, a r• 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW TOENAILS. O LNG • •6 •®°••.•�+� Ln CLIPS EACH SIDE w/ 2x LARGER THAN 4 rtoLU w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 -" "„ Q Z CRIPPLES @ 16" O.C. AT EA. END NAILED TO - .� CLIPS EACH SIDE w/ 2x w/ (2) 1 O TOENAILS STUD PACK w/ 10d a ,,,,� F' �{ U T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. w/ (2) 1Od TOENAILS pT. SHEATHING REQ'D STUDS @ 16" O.C. �. '•®'�9 0 T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD y l • ^^ :,. • Q SHEATHING REQ'D ••®•• ® ,e' _j SEPARATE SHEATHING TOE NAILS AT EA. END T&B �, _ JO UNDER WINDOW OF SILL (MAX OPEN'G ) a®,P� " *. LL WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS SR THAN 4' BUT ESS LU THAN 6 O, \ .. O I SIMPSON LSTA30 w/ U7 • 2x TOP & BOT. ii +` co i R (11) 10d TO STUDS RIBBONS, CONT. Z 4 D "�' N ' ABOVE PLATE U.N.O. Q C) o " NOTE: ALL FLOOR ' TRUSSES TO BE P.T. IF NO MOISTURE SEE FRAMING PLAN FOR FLOOR BARRIER (FELT PAPER OR SIM) IS PROVIDED CONNECTION PROVIDE BLOCKING BELOW JAMBS MASONRY WALL SEE PLAN FOR MORE INFO 4�s�ok HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN 3/4" FLOOR SHEATHING SHEATHING PER PLAN Z "" a C) 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING Z BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE fis�iTWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION 2x STUDS , SEE 51 CANTILEVERED FLOOR TRUSS CONNECTION 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR CL Z J @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER n TO VERIFY SIZE" TRUSSES @ 24 O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE ' PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE. W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. N VERTICAL @ 48" O.C. ATTACHMENT w/ (2) 12d W/ (3) 12d NAILS EACH PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN i V J W W END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) w FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" J ry RIBBON TO BE PT IF - RIBBON TO BE PT IF a. SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU STRUCTURAL ENG CFG / BAD SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL FOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL CC I SHEATHING TO EA. IN GARAGE(2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO JOB No. SEE PLAN FOR RIBBON . (. MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER AS INDICATED PLAN SHEATHING TO PLAN MASONRY OR MTS12 : DATE: SEE FOUNDATION NOTE: ALL FLOOR BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TORE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE WALL PER PLAN NO MOISTURE SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM. PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING w/ (4) 16d OR (3) 16d TOENAILS 2nd FLOOR WALL, SEE PLAN FOR MORE INFO, IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT -- - LEDGER Wi (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) =RAT I[9199=01 3/4"=1'-0"% 3/4"=1'-0" % 3/4"=1'-0" % NNOT.E: ALL FLOOR/ TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED Z a � SEE ARCH DWGS FOR W TOPPING INFO CL CL W I 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a : LOADING) W/ LUS26 OR LUS46 TO LEDGER a. T CONTRACTOR TO SIM. END CONDITION . FOR ADEQUATE •. WATERPROOFING. NO 'L. CONCRTE SLAB LINTEL PER PLAN PERMITTED 3/4"=1'-0" 3/4"=1'-0" BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION SCHEDULE L.L.I SEE FRAMING PLAN Z "" a C) BARRIER (FELT PAPER OR SIM) IS PROVIDED FOR FLOOR a �_ TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM IS PROVIDED Z ) O 0 TYPICAL TWO STORY SECTION fis�iTWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION M 51 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 2nd FLOOR WALL, SEE PLAN FOR MORE INFO, IF SHEATHING IS NOT CONTINUOUS TO BOTTOM OF FLOOR TRUSS,CONTRACTOR TO INSTALL SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS 2x12 #2 SYP CONT -- - LEDGER Wi (3) 1/4"x4-1/2" SDS SCREWS (EQUALLY SPACED VERTICALLY) SEE PLAN @ 24" O C. AND @ EA. END VERTICAL (MIN. 2" FROM T&B) =RAT I[9199=01 3/4"=1'-0"% 3/4"=1'-0" % 3/4"=1'-0" % NNOT.E: ALL FLOOR/ TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED Z a � SEE ARCH DWGS FOR W TOPPING INFO CL CL W I 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. a : LOADING) W/ LUS26 OR LUS46 TO LEDGER a. T CONTRACTOR TO SIM. END CONDITION . FOR ADEQUATE •. WATERPROOFING. NO 'L. CONCRTE SLAB LINTEL PER PLAN PERMITTED 3/4"=1'-0" 3/4"=1'-0" ADDITIONAL INFO rBF0_'1 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, 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. 3/4"=1'-0" SANFORD VJ Z CD W 06 C� w z�"� H J oN O >LU C) O �W N Lu Q L.L.I SEE FRAMING PLAN Z "" a C) FOR FLOOR a `�- CONNECTION U Z ) O 0 ZFLOOR 11 GRIDER OR z�5� � H M BEAM 0 � O O 4, CL Z J 0 ADDITIONAL INFO rBF0_'1 TYPICAL BALCONY FRAMING NOT USED 3/4"=1'-0" COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, 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. 3/4"=1'-0" SANFORD VJ Z CD W 06 C� w z�"� H J oN O >LU C) O �W N Lu SD5 Q Z 0 11 � H M Z J 0 C 0 J U) Q n w� 1 0000 N i 0 —jZ i V J W W � >-00 w 0 J ry a. STRUCTURAL ENG CFG / BAD DRAFTING: C --STRUCT: AML QC CHECK: CC JOB No. TM - 2150783 SCALE: AS INDICATED : DATE: 07/10/2015 SD5 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" + r— EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" SP1 @ BASE. LSTA18 (2) 2x BASE PLATE wr/ SP1 @ BASE. LSTA18 O.C. MAX EA. SI.) ARCHS O.C. - SEE FRAMING OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE PLAN FOR MORE INFO. USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 2x4 BLOCKING ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d BETWEEN STUDS W/ SCHEDULE 2x BLOCKING W/ (2) 12d NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 SHEATHING PER PLAN (2) 12d TOE NAILS G (2) 2x4 #2 SYP -- - ALL THREAD ROD TOENAILS EACH ENDEACH CONNECTED w/ MTS12 PLATES U.N.O. TO TRUSS BELOW) 3/4" TAPCONS PER w HUC24-2 EACH END, % ATTACH PER NAILIN SCHEDULE END HANGER BY OTHERS Q 2x BASE PLATE W/ (2) OR LSTA18 PARALLEL TO WALL 3/4" FLOOR SHEATHING STRAP; CENTER STRAP BETWEEN TO BOTTOM OF SILL NAILING SCHEDULE ROOF SHEATHING FROM EA.END FROM TOP OF WALL ANCHOR BOLT OR 12d NAILS @ 12 O.C. CONNECT TO DOUBLE w Q�. ATTACHED PER CONTINUOUS TO BASE TOP PLATE W/ 16d USE (4) 10d & (2) 10dE:] 2x8 #2 SYP P.T. SILL PLATE, SP8 TOP AND NAILS @ 6" O.C. I ATTACH PER NAILING 2x BLOCKING W/ (2),12d PER PLAN NAILING SCHEDULE MASONRY WALL AND C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE PLATE w/ 1/2" EPDXY SCHEDULE 2x BEARING WALL 1 3/4 FLOOR SHEATHING TOENAILS EACH END F1 BRACING @ 2 STORY FRAME WALL FLOOR TRUSS PER FRAME WALL amW NAILS TO EACH STUD ANCHOR BOLT OR FINISH I -- ATTACHED PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING / SIMPSON PRE-ENGINEERED PLAN � IPRE-ENGINEERED J -BOLT W/ MIN. 7" EMBED. @ 32" O.C. & 3" 2x8 #2 SYP P.T. SILL - PLATE W/ 1/2" EPDXY (2) 2x4 #2 SYP -- - ALL THREAD ROD 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW 1/2"=V-0.. PLATES U.N.O. @ 48" O.C.; SEE PRE ENGINEERED w HUC24-2 EACH END, % FOUNDATION DETAILS TRUSSES ARE HANGER BY OTHERS Q FOR CONNECTION @ 2x8 #2 SPF MIN STUDS PARALLEL TO WALL TRUSS PER PLAN BASE TO BOTTOM OF SILL NAILING SCHEDULE ROOF SHEATHING FROM EA.END FROM TOP OF WALL ANCHOR BOLT OR BLOCKING w/ SIMPSON CONNECT TO DOUBLE w Q�. ROOF SHEATHING CONTINUOUS TO BASE TOP PLATE W/ 16d USE (4) 10d & (2) 10dE:] U PLATE, SP8 TOP AND NAILS @ 6" O.C. I ATTACH PER NAILING BOTTOM ARE REQ'D PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND PLYWOOD FLOORING C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE z SCHEDULE 2x BEARING WALL 1 J -BOLT W/ MIN. 7" HUC24-2 EACH END, F1 BRACING @ 2 STORY FRAME WALL TRUSS amW NAILS TO EACH STUD NAILS. UNDER FINISH I -- - PRE-ENGINEERED \ � IPRE-ENGINEERED 1 - Z SHEATHING TO w TRUSS PER PLAN M USE (4) 10d & (2) 10d TRUSS ANCHOR (SEE SEE PIAN WINDOW JAMBS ONLY-'---- W/ Y2 EPDXY ANCHOR BLOCKS W/ 8d NAILS @ PLAN) SEEPLAN — — — 1 LEDGER W/ (2) Y4'x3-172" SHEATHING TO 1 O.C.& 3rM FROM EACH NAILS. UNDER 6" O.C. w I SDS WOOD SCREWS @ROOF � @W/ MIN. 7" EMBEDMENT 0 SHEATHING - 16' O.C. MAX. & 3 OVERLAP BOTTOM END WINDOW JAMBS USE i co Q ' FROM EA. END -USE 4 PLATE 1 1/4" (MIN.) Y (2 2x6 w/ H1 lC26-2 SIMPSON LUS26. USE ' SEE ARCHS FOR STUDS ABOVE ARE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE - FLOOR TRUSS PER TRUSS PLAN FOR FURRING AND 1x PT NAILER AS REQ'D PLAN CONNECTIONS (IF INTERIOR FINISH TRUSS PLAN FOR e CONNECTIONS TRUSS IS CONT. BR',G ° CONT. #5 IN TIE BEAM EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. 7 SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) ° META16 @ 24" O.C. OR MASONRY WALL PER , OR WOOD WALL PER OR WOOD WALL PER PLAN EXT. FINISH PER PLAN ON WOOD USE HGA PLAN V ARCHS V <, CLIPS @ 24" O.C.) SECTION @RAISED HEEL TRUSS S1 SECTIION @COMBO TRUSS FO WALL SPLICE DETAILS F1fi'�SECTION @ OPEN TO ABOVE (2) 2x SYP #2 COLUN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" x 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. ALL THREAD ROD 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW 1/2"=V-0.. PLATES U.N.O. @ 48" O.C.; SEE PRE ENGINEERED 1"=1'-0" % FOUNDATION DETAILS TRUSSES ARE HANGER BY OTHERS Q FOR CONNECTION @ 2x8 #2 SPF MIN STUDS PARALLEL TO WALL TRUSS PER PLAN BASE TO BOTTOM OF SILL NAILING SCHEDULE ROOF SHEATHING 2x4 BOTTOM PLATE, FROM TOP OF WALL PLATE ATTACH PER 2x4 CONT. W/ (2) 12d IF SHEATHING IS NOT CONNECT TO DOUBLE w Q�. ROOF SHEATHING CONTINUOUS TO BASE TOP PLATE W/ 16d NAILING SCHEDULE U PLATE, SP8 TOP AND NAILS @ 6" O.C. I ATTACH PER NAILING BOTTOM ARE REQ'D PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND PLYWOOD FLOORING C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE z SCHEDULE 2x BEARING WALL 1 WITH ROOF LOAD Z F1 BRACING @ 2 STORY FRAME WALL SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE O.S.B. TO OVERLAP BOTTOM PLATE 1 1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. D01\ LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOWREQ'D FROM STUDS TO 1-1/2"=1'-0" 1/2"=1'-0" 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW 1/2"=V-0.. PLATES U.N.O. 1-1/2"=1'-0" PRE ENGINEERED 1"=1'-0" % 1"=1'-0" TRUSSES ARE HANGER BY OTHERS Q EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS PARALLEL TO WALL TRUSS PER PLAN TO BOTTOM OF SILL NAILING SCHEDULE ROOF SHEATHING (2) 2x HEADER FROM TOP OF WALL PLATE ATTACH PER 2x4 CONT. W/ (2) 12d @ 16" O.C. PER PLAN ATTACHED PER w Q�. ROOF SHEATHING C (2) 2x SPF TOP D01\ LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOWREQ'D FROM STUDS TO 1-1/2"=1'-0" 3/4"=1'-0" 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW TO BOTTOM OF SILL PLATES U.N.O. PRE ENGINEERED EXTERIOR SHEATHING ROOF LINE TRUSSES ARE PLATE ATTACH PER Q FROM TOP OF WALL TRUSSES @ 24" O.C. PARALLEL TO WALL TRUSS PER PLAN TO BOTTOM OF SILL NAILING SCHEDULE ROOF SHEATHING (2) 2x HEADER MAX. PER PLAN PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER w Q�. ROOF SHEATHING NAILING SCHEDULE NAILS TO EACH STUD 12 NAILING SCHEDULE U SEE FLOOR PLAN ISIMPSON H2.5 EA. I ATTACH PER NAILING O W PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND PLYWOOD FLOORING 1 z SCHEDULE 2x4 CONT. W/ (2) 12d 1 1 Z SCHEDULE TRUSS amW NAILS TO EACH STUD TRUSS FINISH I -- - PRE-ENGINEERED \ � IPRE-ENGINEERED 1 - Z SHEATHING TO w TRUSS PER PLAN 2x8 #2 SYP SILL PLATE SEE PLAN FOR TRUSS ANCHOR (SEE I( • 2x6 #2 SYP CONT. W/ Y2 EPDXY ANCHOR BLOCKS W/ 8d NAILS @ PLAN) & MORE INFO — — — 1 LEDGER W/ (2) Y4'x3-172" OR J -BOLT @ 32" O.C. 1 Z J 6" O.C. w I SDS WOOD SCREWS @ROOF � @W/ MIN. 7" EMBEDMENT 0 SHEATHING - 16' O.C. MAX. & 3 & 6" FROM EACH END ATTACHED PER i co Q ' FROM EA. END -USE NAILING SCHEDULE D Y (3) SCREWS FOR 24" I SIMPSON LUS26. USE ' STUDS ABOVE ARE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY 1 LO TRUSS. VERIFY W/ ITRUSS 1 TRUSS TO ALIGN W/ STUDS (2) 2x TOP PLATE 0. H. SHOP PER ELEV. 1 LEDGER PER PLAN RAWINGS 1 2x8 SYP #2 LEDGER W/ � (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" W 1 MIN. (4) 16d NAILS TO MASONRY WALL PER PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING 1 EACH STUD (AT EACH PLAN &CONNECTIONS FROM TOP OF WALL TO 1 J W OPT. TRUSS RECESS LEDGER USE (4) IDE OFBOTTOM j. s6d 1 OF US FOR B DIAGONAL, FASTEN w () T. NAIL LAN GIRDER EE PR 1 TO DIAGONAL W/ (2) i U) WINDOW ATTACHMENT 1 � DRAFTING: ------------ 1 J 1 INFO. IF WALL 16d NAILS W C 1 1 WINDOW SEE PLAN SHEATHING ISN'T CONT. AML 1 O Q CC FOR LOCATION LSTA18 STRAPS ARE 1 D01\ LEDGER AT GIRDER D03 LEDGER @ OPEN TO BELOWREQ'D FROM STUDS TO 1-1/2"=1'-0" 3/4"=1'-0" 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF PLATES U.N.O. � EXTERIOR SHEATHING ROOF LINE TRUSSES ARE NAILS @ EACH END. Q FROM TOP OF WALL 2x BASE PLATE W/ 12d PARALLEL TO WALL Q TO BOTTOM OF SILL @ 24" O.C. TO FLOOR ROOF SHEATHING (2) 2x HEADER BLOCK ADJACENT PLATE ATTACH PER 2x4 CONT. W/ (2) 12d SYSTEM BELOW ATTACHED PER w Q�. NAILING SCHEDULE NAILS TO EACH STUD NAILING SCHEDULE U SEE FLOOR PLAN BAYS @ EACH 1 1 O W y+�s`"+ ROOF SHEATHING 2nd STORY WALL PER PLYWOOD FLOORING 1 z ATTACH PER NAILING PLAN ISIMPSON H2.5 EA. I SEE FLOOR FRAMING PLAN FOR MORE INFO 1 1 Z SCHEDULE 1 amW 1 TRUSS a I -- - 1 \ � IPRE-ENGINEERED 1 - Z SHEATHING TO w TRUSS PER PLAN SEE PLAN FOR 1 1 TRUSS DIRECTION 1 BLOCKS W/ 8d NAILS @ & MORE INFO — — — 1 1 1 Z 2x4 BLOCKS, (2) 16d ��" •° M EL EL PLATES U.N.O. � 0 NAILS @ EACH END. Q O 7YjO Q (2) 2x HEADER BLOCK ADJACENT r ; Z 0 0 w Q�. 1 U SEE FLOOR PLAN BAYS @ EACH 1 1 O W y+�s`"+ 1 Q 1 z FOR MORE INFO DIAGONAL AS SHOWN. Q 1 1 Z 1 amW 1 a FASTEN ROOF -- - 1 � H 1 - Z SHEATHING TO w 1 1 1 1 BLOCKS W/ 8d NAILS @ 1 1 1 Z J 6" O.C. w 0 2x STUDS SEE PLAN i co Q W 1 D Y 000°00 STUDS ABOVE ARE (5) 16d NAILS BRACE N Z 1 LO 1 1 TO ALIGN W/ STUDS TO BLOCKING —0 1 1 1 1 BELOW 1 � I W 1 '--- PROVIDE 2x4 BRACE 1 1 Q H N TO EACH ADJACENT 1 J W 1 1 B DIAGONAL, FASTEN w () 1 1 1 TO DIAGONAL W/ (2) i U) 1 1 � DRAFTING: ------------ 1 J 1 16d NAILS W C 1 1 1 AML 1 O Q CC 1 1 2x SPF BASE 1 JOB No. V TM - 2150783 PLATE SCALE TRUSSES PER PLAN Z 1 = DATE: 1 1 PRE-ENGINEERED 1 E D I 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM WALL BRACING @ 48" (2) 2x SPF TOP O.C. MAX. 45° FROM m 1 PLATES U.N.O. 1 1 1 1 1 1 - > 1 1 1 1 (2) 2x HEADER 1 1 HORIZONTAL (+/- 10°) < BRACE NOT REQUIRED SEE FLOOR PLAN 1 1 � 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN 6' FROM EAVES. p STUDS ABOVE ARE TO B 1 U- 1 1 1 1 rr 11 tl I lre��'r 1 1 `6 ••prp Poe, y w o ' �I 5 'XJ U) LU J ��" •° M EL EL PLATES U.N.O. � 0 O 7YjO Q (2) 2x HEADER '" r ; Z 0 0 w Q�. 1 U SEE FLOOR PLAN 1 1 O W y+�s`"+ 1 Q 1 z FOR MORE INFO o 1 1 Z 1 amW 1 a 1 1 1 � H 1 1 1 1 1 1 1 1 Z J O 0 2x STUDS SEE PLAN i co Q W 1 D Y 000°00 STUDS ABOVE ARE 1 LO 1 1 TO ALIGN W/ STUDS m 1 1 1 1 BELOW 1 � I W 1 1 1 1 Q H N 1 1 J W 1 1 B 1 1 1 1 STRUCTURAL ENG: 1 1 � DRAFTING: ------------ 1 J 1 C 1 1 1 AML 1 J OC CHECK: CC 1 1 2x SPF BASE 1 JOB No. TM - 2150783 PLATE SCALE AS INDICATED 1 = DATE: 1 1 PRE-ENGINEERED 1 E D I 1 FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 � 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN STUDS ABOVE ARE TO B 1 ALIGN W/ STUDS BELOW 1 1 1 1 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO 1 1 1 1 1 1 q 1 'XJ U) LU J ��" •° M Q O LL � 0 O 7YjO Q cYi LU LU r '" r ; Z 0 0 w Q�. U O W y+�s`"+ ,C> Q 0 z ` Q o Z amW a O LU � H M 1 SEE FOUND. PLAN FOR FTG. REQ. 2x6 #2 SYP CONT. LEDGER W/ (2) Y4'x3-1/2" SIMPSON LUS26. USE FLOOR TRUSS; SEE •° ' SDS WOOD SCREWS @ FLOOR GIRDER SEE 1/2"THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP LCESSLEDGERINTO ( LUS26-2 FOR 2PLY FRAMING PLAN FOR A C 16 O.C. MAX. & 3 PLAN FOR O SCHEDULE ON FLOOR PLANS FOR O PLATE TO HEADER WITH LSTA12 BENT OVER TRUSS. VERIFY W/ TRUSS DIRECTION AND TRUSS SHOP FROM EA. END -USE (3) CONNECTION MORE INFO MAX 5" FROM KING STUD W/ 5 10d NAILS INTO TOP PLATE AND (5) 10d DRAWINGS SCREWS FOR 24" O.C. CONNECTION DETAIL SEE TRUSS LAYOUT NAILS INTO HEADER 2x8 SYP #2 LEDGER W/ FOR TRUSS LOCATION IF PORTIONS OF THIS WALL MIN. (4) 16d NAILS TO & CONNECTION INFO SEE CHART FOR REQUIRED JACKS / IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. MASONRY WALL PER EA. TRUSS, 24" O.C. PLAN O KINGS # OF STUDS TO MATCH O FLOOR HEADER CONTACT EOR TO SHEATHING ATTACHED PER OPT. TRUSS RECESS LEDGER MAX. (AT EA. 18d ROILS) BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED, CONT. TO BOTTOM OF FLOOR SYSTEM aIF FLOOR USS GN UNDER 2ND TRSTORO OLUMNSS NOT ROV DECTLY SOLID BLCOKING WITHIN FLOOR SYSTEM D04 LEDGER @ LOW ROOF fiFikTYPICAL CONNECTION @ GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. 3/4"=1'-0"k 3/4"=1'-0" 111=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. 'f:\ yC L SANFORD I > U! z J W �� i 06 µ1 C L1J z ffi J W V O �a O Q LU z J O > w CV W 2 a o Q Z O � H M Z J O 0 i co Q W � D Y 000°00 LO N m 0 W Z � W 10 0 Q H N J W STRUCTURAL ENG: CFG / BAD � DRAFTING: ------------ ----------------- J C -STRUCT: AML J OC CHECK: CC JOB No. TM - 2150783 SCALE AS INDICATED = DATE: 07/10/2015 SD6 MIN (3) 2x SYP STUDS REQ'D ( OF LANDING W 16d NAILS FRO LEDGER TO ST STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM PACK MIN. TREAD DEPTH BEAM 2xJOIST (P.T. IF MAX WIDTH SCHEDULE REQ'D @ (#2 SYP) 4'-0" MAX TO MATCH JOIST ATTACHING TO PLYWOOD SHEATHING 2x8 8'-0" LINE UP 2xJOISTIN (2) 2x12 70, WIDTH OF LAN NG 6'-0" MASONRY WALL) CONT _ 9 DEPTH W/ (3) 10d STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d LINE WITH MIDDLE STANDARD(3)2X12 — 2x6 REQUIRED. SEE PLAN CONNEC F TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. 4'-0 " FOR REQUIRED TOENAILS EACH END IF ATTACHING TO 2x12 STRINGER TO BE STRINGERS W/ TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z (1) 2x12 (1) 2x8 2x6 4'-0" @ 24" O.C. BUILT UP ('OLUMNS UTILIZED AS BLOCKING SIMPSON A35 / A34 GENERAL FLOOR (2) 2x12 SIMPSON A34 / A35p 7'-0" 9'-0" BELOW -2x6 O.C. MAX. FOR M CLIP TC:) FLOOR INFORMATION. 9'-0" A_ A PLAN VIEW@ 90 DEGREE TURN LANDING MASONRY WALL) \ 2x JOIST (P.T. IF 10 " MIN. I I I SEE SCHEDULE FOR MAX WIDTH OF LANDING SYSTEM & LANDING (3) 2x12 ATTACHING TO MIN. (3) 2x SYP #2 (2) 2x12 NOTES 'fl STUDS REQ'D @END I I I I 2x6 V-0" OF LANDING W/ MIN. (6) LEDGER w/ (3) 16d 3/4" PLYWOOD OR OSB 2x8 16d NAILS FROM LEDGER TO STUD (1) 2x12 (1) 2x8 SEE PLAN FOR DEPTH ol SHEATHING OVER LANDING ATTACHED STAIR WINDER DETAIL 2xJOISTS @LANDING FRAMING I I I I PACK 2x6 6'-0" x 3 1/2" TITENS @ 16" I I I PER GENERAL FLOOR J O.C. MAX. FOR MASONRY WALL) MAX SCHEDULE @ END OF BEAM @END OF CONSTRUCTION LANDING FOR p @ 16"O.C. W/ SIMPSON STRINGERS TO m o CONNECT TO. BEAM NOTES 2x6 VERTICAL AND TO BEAR DIRECTLY ON LANDING PER BUILT UP COLUMN o A35 OR LUS26 HANGER g ON EACH SIDE U_ op �r 6" MIN. (2) 2x BEAM PER - - MIN. TREAD DEPTH BEAM 2xJOIST (P.T. IF MAX WIDTH SCHEDULE REQ'D @ (#2 SYP) 4'-0" MAX TO MATCH JOIST ATTACHING TO PLYWOOD SHEATHING 2x8 8'-0" END OF LANDING FOR (2) 2x12 70, WIDTH OF LAN NG 6'-0" MASONRY WALL) CONT _ 9 DEPTH W/ (3) 10d STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d LD (2) 2x12 2x6 REQUIRED. SEE PLAN CONNEC F TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. 4'-0 " FOR REQUIRED TOENAILS EACH END IF ATTACHING TO ATTACHED PER 8'-0" TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z (1) 2x12 (1) 2x8 2x6 4'-0" @ 24" O.C. BUILT UP ('OLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" GENERAL FLOOR (2) 2x12 SIMPSON A34 / A35p 7'-0" 9'-0" BELOW -2x6 O.C. MAX. FOR M (3) 2x12 INFORMATION. 9'-0" A_ A PLAN VIEW@ 90 DEGREE TURN LANDING MASONRY WALL) \ 2x JOIST (P.T. IF 10 " MIN. I I I SEE SCHEDULE FOR MAX WIDTH OF LANDING TOENAILS BOTTOM (3) 2x12 ATTACHING TO MIN. (3) 2x SYP #2 (2) 2x12 NOTES 'fl STUDS REQ'D @END I I I I 2x6 V-0" OF LANDING W/ MIN. (6) LEDGER w/ (3) 16d 3/4" PLYWOOD OR OSB 2x8 16d NAILS FROM LEDGER TO STUD (1) 2x12 (1) 2x8 SEE PLAN FOR DEPTH ol SHEATHING OVER LANDING ATTACHED STAIR WINDER DETAIL FRAMING OF LANDING I I I I PACK 2x6 6'-0" x 3 1/2" TITENS @ 16" I I I PER GENERAL FLOOR J O.C. MAX. FOR MASONRY WALL) MAX SCHEDULE @ END OF BEAM @END OF CONSTRUCTION LANDING FOR TO ALLOW VERTICAL STRINGERS TO m o CONNECT TO. BEAM NOTES 2x6 VERTICAL AND TO BEAR DIRECTLY ON LANDING PER BUILT UP COLUMN 2x JOIST PER BELOW. SCHEDULE MID SPAN BLOCKING L -BRACE @ 6'-0" O.C. & B B CONNECTIONS FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR STRINGERS TO BE A'/\ PL/\N VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING /'1 PLAN VIEW V O SEE SCHEDULE FOR MAX�AWIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER \ 3/4" O SB. W/ 8d NAILS @ 3" O.0 TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO - — STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECT -ION - 2X8 P.T SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4)14" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" MIN. TREAD DEPTH BEAM JOISTS MAX WIDTH PENDING LANDING (#2 SYP) (#2 SYP) TO MATCH JOIST SEE ARCH PLAN PLYWOOD SHEATHING 2x8 8'-0" 12'-0" (2) 2x12 LAYOUT. HEADER 6'-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT DEPTH W/ (3) 10d 2XJOIST LEDGER (P.T. OVER LANDING WALL COULD BE STANDARD(3)2X12 --- (2) 2x12 2x6 REQUIRED. SEE PLAN 11'-01, (1) 2x12 (1) 2x8 2x6 4'-0 " FOR REQUIRED TOENAILS EACH END IF ATTACHING TO ATTACHED PER 8'-0" SYP #2 STRINGERS W/ (2) 2x12 HEADER AND A (1) 2x12 (1) 2x8 2x6 4'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) (3) 2x12 MASONRY WALL) GENERAL FLOOR (2) 2x12 SIMPSON A34 / A35p 7'-0" 9'-0" (1) 2x12 (1) 2x8 -2x6 5'-0" (3) 2x12 INFORMATION. 9'-0" CONSTRUCTION 2x8 CLIP TO FLOOR \ 2x JOIST (P.T. IF 2x6 I I I TOENAILS BOTTOM (3) 2x12 ATTACHING TO Z (2) 2x12 NOTES 7'-0" SYSTEM & LANDING \ I I I I 2x6 V-0" LEDGER w/ (3) 16d I I I I 2x8 ❑ ZL. (1) 2x12 (1) 2x8 16" O.C. ol ILU 5'-0" OR LESS FRAMING \ I I I I (1) 2x12 (1) 2x8 2x6 6'-0" x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER J O.C. MAX. FOR MASONRY WALL) MAX SCHEDULE @ END OF BEAM @END OF LANDING FOR TO ALLOW VERTICAL STRINGERS TO m o CONNECT TO. BEAM WALL SEE PLAN FOR 2x6 VERTICAL AND TO BEAR DIRECTLY ON LANDING PER BUILT UP COLUMN 2x JOIST PER BELOW. SCHEDULE MIN. (3) 2x4 SPF #2 L -BRACE @ 6'-0" O.C. & wQ COLUMN FACE OF TRUSS HEIGHT OF LANDING SCHEDULE @ ANY OPENING Uj� SEE PLAN FOR ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4" x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS SECTION X -X MASONRY WALL OR N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE WOOD WALL TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE '�`�` STUDS W/ (2) 16d TOE SIMPSON A35 NAILS B B CONNECTIONS FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR STRINGERS TO BE A'/\ PL/\N VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING /'1 PLAN VIEW V O SEE SCHEDULE FOR MAX�AWIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER \ 3/4" O SB. W/ 8d NAILS @ 3" O.0 TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO - — STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECT -ION - 2X8 P.T SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4)14" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" BEAMMOISTS REQUIREMENT AT LANDING MIN. TREAD DEPTH BEAM JOISTS MAX WIDTH PENDING LANDING (#2 SYP) (#2 SYP) OF LANDING SEE ARCH PLAN HEIGHT AND PLAN 2x8 8'-0" 12'-0" (2) 2x12 LAYOUT. HEADER 6'-0" (1) 2x12 (1) 2x8 2x6 WITHIN SUPPORT W ATTACH TOP PLATE TO (3) 2x12 WALL COULD BE 8'-0" (2) 2x12 2x6 REQUIRED. SEE PLAN 11'-01, (1) 2x12 (1) 2x8 2x6 4'-0 " FOR REQUIRED (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 HEADER AND A (1) 2x12 (1) 2x8 2x6 4'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) (3) 2x12 SUPPORT A 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 -2x6 5'-0" (3) 2x12 INFORMATION. 9'-0" (2) 2x12 2x8 7'-0" 8'-01. 2x JOIST (P.T. IF 2x6 I I I TOENAILS BOTTOM (3) 2x12 ATTACHING TO I I I I (2) 2x12 2x8 7'-0" MASONRY WALL) CONT I I I I 2x6 V-0" LEDGER w/ (3) 16d I I I I 2x8 814" (1) 2x12 (1) 2x8 NAILS @ 16" O.C. MAX. III ( ILU 5'-0" OR LESS (2) 2x12 TO EACH STUD. ((2) 1/4" I I I I (1) 2x12 (1) 2x8 2x6 6'-0" x 3 1/2" TITENS @ 16" I I I (2) 2X BEAM PER J O.C. MAX. FOR MASONRY WALL) SCHEDULE @ END OF LANDING FOR TO ALLOW VERTICAL STRINGERS TO WOOD OR MASONRY CONNECT TO. BEAM WALL SEE PLAN FOR 2x6 VERTICAL AND TO BEAR DIRECTLY ON MORE INFO BUILT UP COLUMN 2x JOIST PER BELOW. SCHEDULE MIN. (3) 2x4 SPF #2 L -BRACE @ 6'-0" O.C. & 11013 SCALE: AS INDICATED COLUMN FACE OF TRUSS HEIGHT OF LANDING BEAMMOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING SEE ARCH PLAN (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 ` 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" W ATTACH TOP PLATE TO (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-011 11'-01, (1) 2x12 (1) 2x8 2x6 4'-0 " (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 -2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-01. (1) 2x12 (1) 2x8 2x6 5'-0" TOENAILS BOTTOM (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 V-0" 6'4" (2) 2x12 2x8 814" (1) 2x12 (1) 2x8 2x6 5'-0" ILU 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOT USED BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. NAIL GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. rST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS Sl NP ORD J Q H z w U) w Z C14 Z — O a 0U w W 0 I, RW O W w U_ O U) a"or%lllllll/1/ W o r� a: i. le �,da•`p a Lr) � Z Z s � U e ! p Q IL IL [q' r C) i i7 cn �f N Q+ O Z w 0 a_ r U ' U_ O Il l 5 U U) "" • 1 ► O Oct m 0- w h U I— ❑ U) 3Y2 z SEE ARCH PLAN atS.�R O 2x4 CONT. TOP PLATE Q z MAX. 4'-0" ABOVE FLOOR U 0 W ATTACH TOP PLATE TO F- = 0 z STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS a 2x6 VERTICAL @ 6'-0" a Z : @ 24" O.C. 2x4 SILL PLATE W/ (2) 0 I 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY NAILS @ 4" O.C. Z 0 24" O.C. W/ (2) 12d OPENING W/IN C0alw (NOTCHED @ 2x6 (N TOENAILS BOTTOM Lo 0 HANDRAIL 0 00 0 NOTCH SILL PLATE VERTICAL LOCATIONS). m KNEEWALL N FOR VERTICAL 0 J Z ILU NOTCH SILL AND ; LLJ 0 _ �0 II—�H J PLYWOOD FLOORING CL TO ALLOW VERTICAL --- _--FTING: --- - DRA J — 2x L -BRACE W/ 12d 2x6 VERTICAL AND -STRUCT: AML QC CHECK CC TO SLIDE DOWN TO No. TM - 2150783 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & 11013 SCALE: AS INDICATED FACE OF TRUSS DATE: 07/10/2015 @ ANY OPENING ATTACH 2x6 VERTICAL TO TRUSS W/ (3) Y4" x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS SECTION X -X N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUDS 2/ (2) 16d TOE '�`�` STUDS W/ (2) 16d TOE NAILS NAILS 2x4 SPF STUDS @ SEE ARCH PLAN 24" O.. C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d NOTCH FLOOR FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. 7777777, =tea W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO (2) SIMPSON LSTA24 FACE OF TRUSS STRAP (1 EA. SIDE OF STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL2x6 VERTICAL AND TO TRUSS W/ (3) Y4" x 3" L -BRACE @ 6'-0" O.C. & FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN, SIZE OF INSIDE BEAM. NAIL GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2)12d NAILS AT 4" O.C. rST03 HANDRAIL CONNECTION AT FLOOR TRUSSES SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, 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 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS Sl NP ORD J Q H z w U) w Z C14 Z — O a 0U w W 0 I, RW O W w U_ O U) a"or%lllllll/1/ W o r� a: i. le �,da•`p a Lr) � Z Z s � U e ! p Q IL IL [q' r C) i i7 cn �f N Q+ O Z w 0 a_ r U ' U_ O Il l 5 U U) "" • 1 ► O Oct m 0- w h U I— ❑ U) Z 0 W z W atS.�R O Q z ti ffi U 0 W J F- = 0 z 0 a LU Uj z z� o — g ST1 W W _ J Y a a Z : 0 ti Z 0 C 0 J C0alw Lo 0 ' 0 00 0 m N 0 J Z ILU ; LLJ 0 _ �0 II—�H J CL STRUCTURAL ENG: CFG / BAD --- _--FTING: --- - DRA J C -STRUCT: AML QC CHECK CC No. TM - 2150783 11013 SCALE: AS INDICATED DATE: 07/10/2015 ST1