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Home My WebLink About229 Big Spring Ter 15-2224 New construction SFHGENERAL CONSTRUCTION NOTES: ' CHAPTERS AND SECTIONS REFER TO F.B.C.R. - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR GALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS ARE TD BE CONSIDERED "NOMINAL DIMENSIONS" LOT 10 6 THORNBRUOKE 40 s OCCUPANCY AND CONSTRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. MANCHESTER 2138 ® CEILING CONSTRUCTION: ELEV. I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE AGARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT. GARAGE LEFT EXTERIOR FINISHES: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C,R - 5TH EDITION (2014) R103b.1 AND A5TM C 1063, THICKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.CR, - 5TH EDITION (2014) 8103.6.2 AND ASTM C 926, STUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM G 1063-06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE. THAN 144 S,F. AND DELINEATE AREAS NOT MORE THAT 100 SF. FOR HORIZONTAL APPLICATIONS. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FT. IN. TAYLOR MORRISON EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 2 1/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS, EGRE55; I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" A50VE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. 4O� d FLASHING: ' TH O RN B ROO KE S 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL GHANGE5 IN ROOF SLOPE COMMUNITY SPECIFIC 2. DIRECTION, AND AROUND ROOF OPENINGS, /� 2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX WALL CAVITY L PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL ONSEXTEND PER TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER 8103.8. WINDOW INSTALLATION: I WINDOWS SHALL BE INSTALLED AND FLASHED IN AGGORDANGE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS WRITTEN INSTALLATION MONO FOOTING; ALUMINUM OVER 2x6 SUB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL, W.H., 150 AMP 5ERVICE/PANEL SOX, ELECTRIC RANGE, PAVER DRIVE AND LEAD WALK, PAVER ENTRY, AND ACRYLIC AT LANAL 08 -II -15 COMPLETED PLAN REVI510N5 TO INCLUDE: NEW UV — GENE RAL NOTES INDEX SPECIFICATIONS INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. WILDING CODE UPDATES PER F-5-C.R. - 5TH 1 - SLAB INTERFACE PLAN DWELLING /GARAGE OPENINGS: EDITION (2014)• THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/8 IN THICKNESS, SOLID CORE 2A1 1 MAI �'� FLOOR PLAN N NOTES (5 -Co) OR HONEYCOMB CORE STEEL DOORS NOT LE55 THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOOR5 EQUIPPED WITH A 5ELF-CL051NG DEVICE. /� �FLOOD zONE REQUIREMENTS: 2A2 — MAIN FLOOR P LAN DIMENSIONS PLAN MEETS N EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 2B1 - UPPER FLOOR PLAN NOTES ASPHALT SHINGLES (IF APPLICABLE): I. WIND RESISTANCE OF ASPHALT SHINGLES, -ASPHALT SHINGLES SHALL BE 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 2b2 — UPPER FLOOR PLAN D I M E N S ONS FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LESS THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE I OR TYPE II OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH 2C - STAIR SECTION, DETAILS SECTION R905,21 CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS 3A1 -FRONT ELEVATION THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT IS 10'-0"AWAY OR CLOSER 3A2 - ELEVATIONS, ROOF PLAN, BUILDING SECTION TUB AND 5HOWER ARE45: I. GEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN 50ARD ALLOWED) IN COMPLIIANGE WITH A5TM G1288, G1325, OR CI118 AND 3A3- ,F'L ,' ING DETAILS 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, F 1 ";N G DETAILS TERMITE PROTECTION: wt 1. PENETRATION. PROTECTIVE 5LEEVE5 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING RVD — FIRE RATED SAVE DETAILS 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 BLAB USING A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE, 4A MA,IN .„FLOOR ELECTRICAL RICAL PLAN 2. PROTECTION A SHALL BE APPLIED INSIDE THE CONDENSATE 2. PROTECTION AGAINST DECAYAND TERMITES. -CONDENSATE LINES, IRRIGATION /SPRINKLER SYSTEM RISERS FOR SPRAY HEADS; AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL 4B- UPPER FLOOR ELECTRICAL PLAN EXTENSIONS, OR SPLASH BLOCKS, GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) RECORD COPY HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: REVIEWED FOR CODE COMPLIANCE 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN /ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. — PLANS XAMINER 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEME4I% ITHOUT REMOVING PERMANENT •��• 1 ;, CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEI6 INSPECTED, 5ERVICED, REPAIRED, DATE OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIPED IN FRONT OF THE CONTROL 51DE 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. SANFORD B,l„�ILIIIN_ _G l�V�$IQ 4, FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND A PERMIT ISSUED SHALL BE CONSTRUEDT SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS LICENSE TO PROCEED WITH THE WORK AND TO A�ND.hf;QT AS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCES SHALL BE PROVIDED uUT0'Awxd IARY DRAIN PAN WHERE DAMAGE TO ANY AUTHORITY TO VIOLATE CANCEL, ALTER OR SET BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE GONDENS Pit' PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS *1 11.3. CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER EXHAUST FANS AND VENTING: REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE 1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MEGHANIGAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM 5ATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWEL41NG UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO,AN ATTIC, CRAWL COMPACTION TEST SPACE, OR OTHER AREAS IN51DE THE BUILDING. „ ,,,,, •�„ . R 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL REQUIRED OR ROOF TERMINATION, THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCE[) 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET Results to be Verified (1524 mm) FOR EACH W DEGREE (IL RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRAN51TION DUCT, as Slab Inspection �4 EXCEPTION - WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN." 15 2 224 F , 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, USANFORLD DIMENSIONS, ANp ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE! ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE ? CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY r , MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD 4, s RESPONSIBLE. REV. 01-01-2015 F e r P • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 41, • X M DAVIS BEWS DESIGN GKOVP o LoO J Lo EST. 1994 ez=— 0 J n5; o N ' v+ 2 cm m r a L >•_j L L o�� rom ~ 0 00 r=*'o o 0� Za • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 2138 • TITLE-~� • COVER SHEET GENERAL NOTES REVISION LOG • SHEET • 41, 4e �� DAVIS BEWS DESIGN GKOVP o 150 STATE STREET EAST OUDSMAR,1-LORIDA 34677. 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 ez=— 2138 • TITLE-~� • COVER SHEET GENERAL NOTES REVISION LOG • SHEET • 41, 4e �� o N � o a s 30'-011 14'-011 11_411 131_411 II_411 pw 43A2 PAVER DRIVE 2'-5" I. I1-oll 1. 11-511 1. TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE mom w1LDI/VC UFORD SLAB INTERFACE PLAN GARAGE LEFT • • x 0 w J r0 0 J NW N^ �N�(h all all v 811 811 O I3'-IV"x3-0" A/C L >'9JM L L PAD (5EE MECN. ICONTRACTOR I 00 'D `- ti JTo ELEVATION G.C. VERIFY ACRYLIC o c .0 30 1 (-) 0'.411 ON LANAI IFOR LOG.) I co L 511 3'-4" 9'-211 511 I6'-2° ' RECESS FOR POCKET SLIDER 4" P.V.C. II m I N.B. 3/4" P.V.G. CONDENSATION N DRAIN BY PLUMBER r- N CO N a N M M TILE SEAT SHOWER ABV. RECESS REFERENCE _ 21-011 ELEVATION // 3/4" P.V.G. N ELEVATION - -_- x -_WALL- - CONDENSATION T l) 0'-4" DRAIN BY r r PLUMBER I OPT. I I OPT. �^ 4" P.V.C. LWA5HER J L DRYER J \ �� I \ \ AIR HANDLER r 4'-1" L - J L -I- \ LINES FROMSINK m pig \\O I UPPER FLOOR 4'-611 4' S" 16'.311 41_111 �� D�DENS TION< PROVIDE WATER 3/4 P.V.G. co LINE FOR ICE MAKER PLUMBER 3/4" RECESS N FOR ENTRY DR ��I >r u � II T OF REF. JI 15" H. W.H. I r PLATFORM A5V. m ; 6, 19 -�: ELEVATION COALI ` , 0'-4" W� J "` .. 1� 3'-011 all V QII 31_811 y1-/1111 9'-fU° 3'-5 1/L" 2'-J 1/2" 21_1" 21 -all V 31-8 IU r ELEVATION. ELEVATION. d? l) 0'-411 PAVERS LINE OF 3" STEEL i Z PIPE FOR CONCRETE BOLLARD ABV. I I N ------G.J.------ I ---------- --------a------------------------------ ----------------- ELEVATION ELEVATION (401-611 . I I M _. L 43A2 PAVER DRIVE 2'-5" I. I1-oll 1. 11-511 1. TAYLOR MORRI50N U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALL5 TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE mom w1LDI/VC UFORD SLAB INTERFACE PLAN GARAGE LEFT JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 ra) DAVIS BEWS DESIGN GROVP 17V a 111% 1 G J 11\.= 1 CJ17A1 OUXMAR, FLORIDA 34677 813. 92-5. 1.300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- 4. N at � �® �* Pp e � W 0 01 07 cr V) 0 0 Wi 2138 • • x 0 w J r0 0 J NW N^ �N�(h L >'9JM L L °��• 00 'D `- ti JTo o c .0 30 1 JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 ra) DAVIS BEWS DESIGN GROVP 17V a 111% 1 G J 11\.= 1 CJ17A1 OUXMAR, FLORIDA 34677 813. 92-5. 1.300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER- 4. N at � �® �* Pp e � W 0 01 07 cr V) 0 0 Wi 2138 T.OM. 9'-411 AFF. TOM 91.411 AFF. m T.O.M. 9'411 A.F.F. I3' -0"x3-011 A/CI PAD (5EE MECH. (CONTRACTOR FOR LOC) L ---J 3 - 26 5H. HD. AT S' -O" * EGRE55 T.O.M. 91.411 A.F.F. T on TEMP. GL. ENCL. ON 42" H. LOW WALL 5EE TUB/SHOWER DETAIL5 DRYER VENT 94 1-411 A.F.F. TYPICAL MASONRY 5TAND L ---==J x • o 54"x2211 C Lo o o Egg ATTIC ACCE55 2011 21.1 3111 NOTE: If, m GARAGE ALL INTERIOR CALL -OUTS 20'-0"x2O'-0" ANGLED WALLS .. J. 9'-4" PLT. HT. ARE AT 45° (UN 0 U 2611 12 5H 1/2 32 5H 22 5H 32 5H w LINE OLGA 1N OPEN: P051TION-— — o r - — — — — Zvi° = 3911 13 5H 1/2 33 5H 23 5H 33 5H �= I J � Icv � 1 0 � I 14 5H 1/2 34 5H REFER TO SHEET 2A2 W.B. o � FOR MAIN FLOOR v 16 -O O.H. GARAGE DOOR PLAN DIMEN5ION5 0 -2x1 0 15 5H 1/2 35 5H 25 5H IPAVER DRIVE / LEADWALK T.O.M. 9'411 A.F.F. I3' -0"x3-011 A/CI PAD (5EE MECH. (CONTRACTOR FOR LOC) L ---J 3 - 26 5H. HD. AT S' -O" * EGRE55 T.O.M. 91.411 A.F.F. T on TEMP. GL. ENCL. ON 42" H. LOW WALL 5EE TUB/SHOWER DETAIL5 DRYER VENT 94 1-411 A.F.F. • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GKOVP TYPICAL MASONRY WINDOW SCHEDULE x • o WINDOW WIDTHS C Lo o o Egg 2011 21.1 3111 53.1 If, m N 2 WINDOW CALL -OUTS Chi .. J. 6 LL 66 • U 2611 12 5H 1/2 32 5H 22 5H 32 5H w � �}+ N oIf. N Zvi° = 3911 13 5H 1/2 33 5H 23 5H 33 5H J 0 5111 14 5H 1/2 34 5H 24 5H 34 5H D � Z63" 0 15 5H 1/2 35 5H 25 5H 35 5H z 12" 3 16 5H 1/2 36 5H 26 5H 36 5H 0 C.C. VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, cn w WINDOW 51ZE5 AND IN5TALLATION MAY VARY PER ~ MANUFACTURE 5PECIFICATION5, 0 O 0 REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG -5H, CASEMENT- C5MT, OR FIXED GLA55- F.G.) • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GKOVP 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. x • o C Lo o o 0 60 N' o a, N 2 fV C04 ar Chi .. J. 6 LL 66 • Cp � � o�Co u.L roe, � �}+ N oIf. N Zvi° • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GKOVP CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE _WINDOW SHALL BE A MINIMUM OF, 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA65AGE OFA 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 115�f 5.1=. 2 9815.1=. 21385.1=. 2138 4.515.1=. 12 8 5.1=. • TITLE • -� cJ MAIN FLOOR PLAN NOTES 2-1915.1 -, MAIN FLOOR PLAN NOTES- 5CALE: 1/4" - P-011 GARAGE LEFT • SHEET • 150 STATE STREET EAST OLDRAAR, FLORIDA 34677 813.925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. h* ® `� o a, + fV C • Chi .. J. CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FINI5HED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE _WINDOW SHALL BE A MINIMUM OF, 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA65AGE OFA 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINI5HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER FB.C.R. - 5TH EDITION (2014) 83122 115�f 5.1=. 2 9815.1=. 21385.1=. 2138 4.515.1=. 12 8 5.1=. • TITLE • -� cJ MAIN FLOOR PLAN NOTES 2-1915.1 -, MAIN FLOOR PLAN NOTES- 5CALE: 1/4" - P-011 GARAGE LEFT • SHEET • 14 JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 102 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. rid yo. 4 u")� '$ o c� ® ,ppi�pp z.. .'"" s 3'ti✓o trl �r �w�Arw E I 1 \ice REFER TO SHEET 2AI FOR MAIN FLOOR FLAN NOTES>= T� J 0 < . J 2138 gVi�peyc TITLE ANF • ORD MAIN FLOOR PLAN DIMENSIONS 1 .24 MAIN FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" = I'-0" GARAGE LEFT 2A2---- x ar LO U To N n — — — — — — — — — — — — — v �_LL M 0 0 ro= o C°o 3�E �_°� - =++N . (p LANAI s. 0 MCC�h - 0 z �2 I I I I e L `a 8.. I 3'-4" 9'-2" M.0, 8" 4'-2" 12'-0" N.B. FAMILY ROOM M MASTER SUITE 5' 0" N N 31.611 2'-10" 2'-6" 6'-0" -- - - ' M. BATH - M I DINING ROOM , 6' 0" 77 f UTIL �- o r KITCHEN09 � r � N D 1 WDR G/ N 6i yJ M I (sAL. 0 9'-8" 6'-3" I 2'-I" 3'-4" 3'-8" 5'-0" L~J ENTRY I---------� GARAGE r______________`-__ _� I I I I � I 16'-10" M.O. 2'-8" 2'-8" 11.011 21'-4" 30'-0" 14 JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 102 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. rid yo. 4 u")� '$ o c� ® ,ppi�pp z.. .'"" s 3'ti✓o trl �r �w�Arw E I 1 \ice REFER TO SHEET 2AI FOR MAIN FLOOR FLAN NOTES>= T� J 0 < . J 2138 gVi�peyc TITLE ANF • ORD MAIN FLOOR PLAN DIMENSIONS 1 .24 MAIN FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" = I'-0" GARAGE LEFT 2A2---- x ar LO U To N n ♦wdo Y+ 0N�M �_LL M 0 0 ro= o C°o 3�E �_°� =++N . (p s. 0 MCC�h 0 z �2 14 JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 102 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. rid yo. 4 u")� '$ o c� ® ,ppi�pp z.. .'"" s 3'ti✓o trl �r �w�Arw E I 1 \ice REFER TO SHEET 2AI FOR MAIN FLOOR FLAN NOTES>= T� J 0 < . J 2138 gVi�peyc TITLE ANF • ORD MAIN FLOOR PLAN DIMENSIONS 1 .24 MAIN FLOOR PLAN DIMENSIONSSHEET SCALE: 1/4" = I'-0" GARAGE LEFT 2A2---- 3050 5H, HD. AT T-8" * EGRE85 3050 514. HD. AT T-8" * EGRE55 3(050 5H. HD, AT T-8" (L co _W r Cs REFER To SHEI FOR UPPER FLS PLAN gIMEN5IC PROVIDE PAN AND DRAIN UNDER A.N.U. 24" H. A/C PLATFORM I 1 1 1 TYPICAL WOOD FRAME I. WINDOW WIDTHS AA 2411 3611 AQ `tV 3A2 WINDOW CALL -OUTS Octx N -, 3050 514. HD. AT T-8" * EGRE55 3(050 5H. HD, AT T-8" (L co _W r Cs REFER To SHEI FOR UPPER FLS PLAN gIMEN5IC PROVIDE PAN AND DRAIN UNDER A.N.U. 24" H. A/C PLATFORM GEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 83122 TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3611 AQ `tV (!) WINDOW CALL -OUTS Octx N -, L >JM 20" 1818 F.G. 2015 F.G. 3015 F.G. 4018 F.G. Lu ©CaC0 3�E 24° 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. = J Z �0 0 36" 1530 5H 2030 5H 3030 5H 4030 5H z 45" 0 1540 5H 2040 5H 3040 5H 4040 5H '-' z 60" 3: 1550 5H 2050 5H 3050 5H 4050 5H -1211 1560 5H 2060 5H 3060 5H 4060 5H VERIFY MA5ONRY OPENING5 FOR ALL WINDOW5, ul)G.C. w uj WINDOW 51ZE5 AND INSTALLATION MAY VARY PER MANUFACTURE 51"ECIFIGATION5. z REFER TO FLOOR PLAN5 FOR STYLE OF WINDOW U5ED (5INGLE HUNG -5H, CASEMENT- G5MT, OR FIXED GLA55- F.G.) GEAR OPENING HEIGHTS IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 A50YE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINI5HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOWS 5HALL NOT PERMIT OPENING5 THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.5.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A5TM F 2090 PER F.5.C.R. - 5TH EDITION (2014) 83122 00 • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 • • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 T=I - 813. 92,5.1800 L813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER r 1 a� a •Y : p; z 110 rfloo 2 138 USANFonD TITLE • UPPER FLOOR PLAN NOTES # 2 2 2 UPPER FLOOR PLAN NOTES GARAGE LEFT J rCa0 o y N0) 2 co Octx N -, L >JM 6 `' 0 O J 0 ©CaC0 3�E U. L 0* m o Z �0 00 • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 • • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMW FLORIDA 34677 813.925.1300 T=I - 813. 92,5.1800 L813.925.1800 FAX W W W DAVISBEWS.COM TAMPA • DENVER r 1 a� a •Y : p; z 110 rfloo 2 138 USANFonD TITLE • UPPER FLOOR PLAN NOTES # 2 2 2 UPPER FLOOR PLAN NOTES GARAGE LEFT JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 X cow EST. U To 0 -' to o 2 , artN y .7- LL 8cLL 00 ro °' N 0 j T n 8i Co. 3�Ei lL=_� L 0 * N o , (0 6. ro^ 41+ z��° JOB NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROW 150 STATE STREET EAST OLDRAA& FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVLSBEWS.C.OM M TAPA • DENVER �- 4 LL •tip ' as _+ LAM Sm c%li It 0: �I' ••® ••®®p•� ewe fit It", V � lice 0 ryo J 0 Q� F� 0 0 1VMS,. l< 2138 SANFORD T1 TLE • UPPER 'FLOOR PLAN DIMENSIONS 22,24 — UPPER FLOOR. PLAN DIMENSIONS GARAGE LEFT EST. 4 LL •tip ' as _+ LAM Sm c%li It 0: �I' ••® ••®®p•� ewe fit It", V � lice 0 ryo J 0 Q� F� 0 0 1VMS,. l< 2138 SANFORD T1 TLE • UPPER 'FLOOR PLAN DIMENSIONS 22,24 — UPPER FLOOR. PLAN DIMENSIONS GARAGE LEFT 42" H, 36" N. CONTINUOUS LOW WALL GRA5PA5LE RAILING BEAM LINE OF 6'-8" MIN. FLOOR f HEAD CLEARANCE SYSTEM / 3/4" PLYWD, DECKING FLOOR SYSTEM 100011 2x STRINGERS 42" H. (TYP.) F LOW WALL -tI I" NOSING (TYP.) LINE OF ZQ a I ( DOOR IN 2x TREADS AND ( FOREGROUND Ix RI5ER5 (TYP,) 11 TREADS AT 10.00" EACH STAIR SECTION SCALE; I/4" = I' -m" z Lu • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD WVJk, FLORIDA 34677 813.925.1300 TEL 813 925.1800 FAX W W Wf VISBEWS COM A TVER. � S . • • W �10je N '� tit ®' aa a till I.0 AN wer 0 0 Z V) 0 % W . %o C) 'o F�m 0 2138 IL • TITLE • SANFpRp STAIR SECTION DETAILS RTM�� — fk. k r_ • STAIR SECTION D ETAILS SHEET SCALE: 1/4" = I' -m" 2C GARAGE LEFT G.G. VERIFY x ro w 514IM A5 POP-UP OUTLET5y O C J r0 J REQ'D 0 1° CASING >;JM 2x STUDS (PER STD. 0 0 cJ�o PLAN) BA5E 3�E LLr "Oi CABINET 1/16 0.5,15, L � � � BACKING ZG20 10d 1/2" DRYWALL CALI. TOP SCALE: 1/2" = 1'-0" • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD WVJk, FLORIDA 34677 813.925.1300 TEL 813 925.1800 FAX W W Wf VISBEWS COM A TVER. � S . • • W �10je N '� tit ®' aa a till I.0 AN wer 0 0 Z V) 0 % W . %o C) 'o F�m 0 2138 IL • TITLE • SANFpRp STAIR SECTION DETAILS RTM�� — fk. k r_ • STAIR SECTION D ETAILS SHEET SCALE: 1/4" = I' -m" 2C GARAGE LEFT x ro w O C J r0 J 0 >;JM 4 �`o� . 0 0 cJ�o Q ro 0 3�E LLr "Oi .0 7 iJ cm O fp I L � � � ZG20 10d • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD WVJk, FLORIDA 34677 813.925.1300 TEL 813 925.1800 FAX W W Wf VISBEWS COM A TVER. � S . • • W �10je N '� tit ®' aa a till I.0 AN wer 0 0 Z V) 0 % W . %o C) 'o F�m 0 2138 IL • TITLE • SANFpRp STAIR SECTION DETAILS RTM�� — fk. k r_ • STAIR SECTION D ETAILS SHEET SCALE: 1/4" = I' -m" 2C GARAGE LEFT INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C.R. - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND A5TM G 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH 1BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" %k CLEAR OPENING, NEIrINT.; IN DWELLING UNITS, WHERE THE OPENINIG OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW„ THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN115HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 12 12 6� /SHINGLE �6 ROOF 7 12 G.C. VERIFY ALUM OVER 6� 6 2 SHINGLE 2x6 5U5-FA5CIA ROOF (TYPICAL) PLT. HT. PLT. NT, 4" BANDING (TYPJ 1'-4" W. x 5'-0" H -.— STUCCO STUCCO DECORATIVE FINISH �- FIN15H -- FIXED SHUTTER _ 1'-4" W. x 5'-0" H. DECORATIVE FIXED SHUTTER a' SHINGLE -- - r ROOF _ s 12 !4" BANDING 6� 51HINGLE (TYPJ SECOND FF. LINE ROOF Q6 SECOND F.F. LINE ^ FM 1'-0" BANDING M M T.O.M. T.O.M. U' 6" BANDING 6" BANDING 4" BANDING d TEXTURED ❑❑❑❑❑❑❑❑_ TEXTURED FINISH FINISH BANDING ❑❑❑❑❑❑❑❑ BANDING MAIN F.F. LINE - TMAIN F.F. LINE © COf-YRIGHT 2414, TAYLOR MORR16ON GRADE LINE 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - I'-0" z C U �0 O 04 w �N�M err N m . r ` >JCm w 0 0 `a = h J O Q� 0 05%E z INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.5.C.R. - 5TH 3/4" EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.2 AND A5TM G 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH 1BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" - I'-0" %k CLEAR OPENING, NEIrINT.; IN DWELLING UNITS, WHERE THE OPENINIG OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW„ THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN115HED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R. - 5TH EDITION (2014) 83122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) R3122 12 12 6� /SHINGLE �6 ROOF 7 12 G.C. VERIFY ALUM OVER 6� 6 2 SHINGLE 2x6 5U5-FA5CIA ROOF (TYPICAL) PLT. HT. PLT. NT, 4" BANDING (TYPJ 1'-4" W. x 5'-0" H -.— STUCCO STUCCO DECORATIVE FINISH �- FIN15H -- FIXED SHUTTER _ 1'-4" W. x 5'-0" H. DECORATIVE FIXED SHUTTER a' SHINGLE -- - r ROOF _ s 12 !4" BANDING 6� 51HINGLE (TYPJ SECOND FF. LINE ROOF Q6 SECOND F.F. LINE ^ FM 1'-0" BANDING M M T.O.M. T.O.M. U' 6" BANDING 6" BANDING 4" BANDING d TEXTURED ❑❑❑❑❑❑❑❑_ TEXTURED FINISH FINISH BANDING ❑❑❑❑❑❑❑❑ BANDING MAIN F.F. LINE - TMAIN F.F. LINE © COf-YRIGHT 2414, TAYLOR MORR16ON GRADE LINE 4" BANDING (ASSUMED) FRONT ELEVATION SCALE: 1/4" - I'-0" • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&CAM 9 as c.r N P p ` aq zQ a R V) 11 oC 2138 .1 �ViMIA, SANFOaD o��Qgr2TM�� 4 • SHEET • ELEVATION "All 3A1 GARAGE LEFT . I x m w C U �0 J '` 0do 04 �N�M err N m . r ` >JCm L L °�� • 0 0 `a = h J O Q� 0 05%E �rro°' L � � o cm 0 CC�h z z 0 • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 D11VIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXWAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEW&CAM 9 as c.r N P p ` aq zQ a R V) 11 oC 2138 .1 �ViMIA, SANFOaD o��Qgr2TM�� 4 • SHEET • ELEVATION "All 3A1 GARAGE LEFT . I CLEAR OPENING HE16HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 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 A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 G.G. VERIFY RADIANT QD BARRIER 4Q ,u 6:12 y� HATCHING INDICATES FIRE -------- SADDLE _- I I/2" THICK ___ 6:12 �Q RATED EAVES (NO SOFFIT VENTILATION P. STONE AT THESE KEYSTONE H AREAS i IR, 6:12 _d A (IF APPLICABLE) 11 1,6 RA15ED 6:12 w 6:12 ---r----- ---- SAND FIN15H Q �► TEXTURED BANDING � I i NOTE: GARAGE ROOF z THIS DETAIL SHOWS THE TYPICAL THICKNESS VENT REQUIREMENTS o OF ALL RAISED TEXTURED FINISH BANDING �Q ya i VENTILATION CALCULATIONS AND SAND FINISHED KEYSTONES (WHERE ATTIC AREA = 407 SQ. FT. / 300 = 1.36 SQ, FT. X > APPLICABLE) IF THICKNE55 15 TO BE X 144 =195 SQ. IN. a DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT HALF AT UPPER 2/3 ROOF VENTS = 97.68 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 INSTALLATION OF EXTERIOR LATHING AND FRAMING HALF AT LOW SOFFIT / EAVE VENTS = 97.68 SQ. IN. APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH I' 0"ACTUAL SOFFIT VENTILATION =182.0 SQ. IN. 3/4" TYP. THICK Ep1110N (2014) 8103.6.1 AND ASTM C 1063. OVERHANG THICKNESS OF TEXTURED FINISH OVER FRAME AT HIP AA * * * * * * * * AT TO BE PER F.B.C.R. - 5TH EDITION (2014) (U.N.0) VENT CALCULATIONS BASED ON THE FOLLOWING 8103.6.2 AND ASTM G 926. * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT ROOF PLAN SCALE: 1/6' I'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" 12 Q6 SHINGLE 6� / a6 ROOF SHINGLE 12 ROOF a 6 PLT. HT. _ _ PLT. HT. _ _ _ ` PLT. HT. _ STUCCO FINISH 6, SHINGLE /STUCCO ROOF 12 FIN16H 1 12 8 SHINGLE Q6 5ECOND F.F. LINE 4� 8" SECOND FF. LINE ROOF _ _SECOND FF. LINE T.o.M. _ T.O.M. T.O.M. b m /TEXTURED /TEXTURED ` FINISH 7 FINISH 2'-m" MAIN FF. LINE MAIN FF, LINE MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : I'-0" LANAI ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS CJ Lo rO ATTIC AREA =128 SQ. FT. / 300 = 0.43 SQ. FT. �. X 144 = 61 SQ. IN. _ - HALF AT UPPER 2/3 ROOF VENTS = 30.72 SQ. IN. - - ------------- - # UPPER 2/3 ROOF VENTS REQUIRED =1 ac N m .'- HALF AT LOW SOFFIT / EAVE VENTS = 30.72 SQ. IN. I ACTUAL SOFFIT VENTILATION =124.8 SQ. IN. 4:-12. I `` o0ll • ----------- --------J------------------ 00 ro= J 5- yo �Q y UPPER ROOF 6:12 VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1273.6 SQ. FT. / 300 = 4.25 SQ. FT. w X 144 = 611 SQ, IN. 4d v0 U z HALF AT UPPER 2/3 ROOF VENTS = 305.66 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED = 3 5 °C HALF AT LOW SOFFIT / EAVE VENTS = 305.66 SQ. IN. yD ACTUAL SOFFIT VENTILATION = 348.4 SQ. IN. CLEAR OPENING HE16HT5 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE 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 A5TM F 2090 PER F.B.C.R. - 5TH EDITION (2014) 83122 G.G. VERIFY RADIANT QD BARRIER 4Q ,u 6:12 y� HATCHING INDICATES FIRE -------- SADDLE _- I I/2" THICK ___ 6:12 �Q RATED EAVES (NO SOFFIT VENTILATION P. STONE AT THESE KEYSTONE H AREAS i IR, 6:12 _d A (IF APPLICABLE) 11 1,6 RA15ED 6:12 w 6:12 ---r----- ---- SAND FIN15H Q �► TEXTURED BANDING � I i NOTE: GARAGE ROOF z THIS DETAIL SHOWS THE TYPICAL THICKNESS VENT REQUIREMENTS o OF ALL RAISED TEXTURED FINISH BANDING �Q ya i VENTILATION CALCULATIONS AND SAND FINISHED KEYSTONES (WHERE ATTIC AREA = 407 SQ. FT. / 300 = 1.36 SQ, FT. X > APPLICABLE) IF THICKNE55 15 TO BE X 144 =195 SQ. IN. a DIFFERENT IT WILL BE CALLED OUT AT SPECIFIC KEYNOTE CALL -OUT HALF AT UPPER 2/3 ROOF VENTS = 97.68 SQ. IN. # UPPER 2/3 ROOF VENTS REQUIRED =1 INSTALLATION OF EXTERIOR LATHING AND FRAMING HALF AT LOW SOFFIT / EAVE VENTS = 97.68 SQ. IN. APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH I' 0"ACTUAL SOFFIT VENTILATION =182.0 SQ. IN. 3/4" TYP. THICK Ep1110N (2014) 8103.6.1 AND ASTM C 1063. OVERHANG THICKNESS OF TEXTURED FINISH OVER FRAME AT HIP AA * * * * * * * * AT TO BE PER F.B.C.R. - 5TH EDITION (2014) (U.N.0) VENT CALCULATIONS BASED ON THE FOLLOWING 8103.6.2 AND ASTM G 926. * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT ROOF PLAN SCALE: 1/6' I'-0" TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : I'-0" 12 Q6 SHINGLE 6� / a6 ROOF SHINGLE 12 ROOF a 6 PLT. HT. _ _ PLT. HT. _ _ _ ` PLT. HT. _ STUCCO FINISH 6, SHINGLE /STUCCO ROOF 12 FIN16H 1 12 8 SHINGLE Q6 5ECOND F.F. LINE 4� 8" SECOND FF. LINE ROOF _ _SECOND FF. LINE T.o.M. _ T.O.M. T.O.M. b m /TEXTURED /TEXTURED ` FINISH 7 FINISH 2'-m" MAIN FF. LINE MAIN FF, LINE MAIN F.F. LINE GRADE LINE (ASSUMED) LEFT ELEVATION SCALE: 1/8" : I'-0" JOB NUMBER 25002.209 � CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROVP 12 12 6 I I 6 150 STATE STREET EAST C&D&MArt,FLORmO 3466 SHINGLE ROOF 813. 925. 1800 FAX W W W.17AVISBEWS.COM PLT. HT, PLT. HT._ TAMPA • DE:1-IVEP ;y®a rid I � STUCCO F.G. F.G. FINISH '° .12 12 12 SECOND F.F. LINE 4D D4 SECOND F.F. LINE N - - SHINGLE ROOF + «w.9 . aq T.O.M. TEXTURED = TEXTURED =*e�� FINISH * - -� FINISH - - - MAIN FF. LINE TEMP. 11MAIN FF. LINEi GRADE LINE (ASSUMED) REAR ELEVATION I.L.. SCALE: 1/6' : I'-0" `. r V) 12 6� 12 12 66 ' 12 � -SHINGLE 6 ROOF _ PLT. Hr. iPLT. Hr. TEMP. --_ STUCCO «, SHINGLE T� 12 FINISH � � a4 ROOF SECOND F.F. LINE_ SHINGLE �l ROOF SECOND F.F. LINE T.O.M. r.o.M. /TEXTURED -TEXTURED - FIN15H% @ FIN16H 7 /` `° `° TEMP.IF I / • MAIN F.F. LINE LMAIN FF, LINE GRADE LINE (A55UMED) 2138 RIGHT ELEVATION SCALE: 1/8" : 1'-0" SANFORD 0RTM�`a� ELEVATION "A" GARAGE LEFT K w CJ Lo rO 0 J N0) do N0) �N�M ac N m .'- >Jm `` o0ll • 00 ro= J O~ 0:� 0 0 4d v0 JOB NUMBER 25002.209 � CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROVP 12 12 6 I I 6 150 STATE STREET EAST C&D&MArt,FLORmO 3466 SHINGLE ROOF 813. 925. 1800 FAX W W W.17AVISBEWS.COM PLT. HT, PLT. HT._ TAMPA • DE:1-IVEP ;y®a rid I � STUCCO F.G. F.G. FINISH '° .12 12 12 SECOND F.F. LINE 4D D4 SECOND F.F. LINE N - - SHINGLE ROOF + «w.9 . aq T.O.M. TEXTURED = TEXTURED =*e�� FINISH * - -� FINISH - - - MAIN FF. LINE TEMP. 11MAIN FF. LINEi GRADE LINE (ASSUMED) REAR ELEVATION I.L.. SCALE: 1/6' : I'-0" `. r V) 12 6� 12 12 66 ' 12 � -SHINGLE 6 ROOF _ PLT. Hr. iPLT. Hr. TEMP. --_ STUCCO «, SHINGLE T� 12 FINISH � � a4 ROOF SECOND F.F. LINE_ SHINGLE �l ROOF SECOND F.F. LINE T.O.M. r.o.M. /TEXTURED -TEXTURED - FIN15H% @ FIN16H 7 /` `° `° TEMP.IF I / • MAIN F.F. LINE LMAIN FF, LINE GRADE LINE (A55UMED) 2138 RIGHT ELEVATION SCALE: 1/8" : 1'-0" SANFORD 0RTM�`a� ELEVATION "A" GARAGE LEFT 50# FELT OVER METAL FLASHING SHINGLE ROOF PER CONTRACT WALL PER PLAN k RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF TYPICAL VALLEY FLASHING DETAIL N.T.S. TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO WATER SHEDDING LAPS �FgTyF FORM FOLD UP WEATHER 3 TAB 25 YR SHINGLE ON 15# 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO R RESISTIVE BARRIER & TEMPORARILY SECURE FELT OVER ROOF SHEATHING ALLOW FOR FLASHING INSTALLATION SPECIFIED ON NAILING - SCHEDULE ROOF OVER 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER RFs�sr PRE-ENGINEERED (ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING B AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE O '9 R HURRICANE STRAP PER ROOF FRAMING PLAN sm Ple �� WEATHER RESISTIVE BARRIER >-IM Cl 1) IL 0 SILL PLATE P O FOR OP IONS) \SC BRG. HGT O S ALUM. DRIP EDGE - �P CORNER PATCH 2x6. FASCIA 0 VENTED ALUM. SOFFIT FLASHING O SHEATH & EXT. FINISH FLASHING WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM ,.. _ . NOTES:... DBL. - HEADER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS TYPICALWIN DOW & SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR Z FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL N.T.S. N.T.S. S6A��R UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER ER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER y OPTION -A WEATHER / EXTERIOR RESISTIVE SHEATHING BARRIER TAPE / SILL PLATE FLASHING 2 WOODEN (ASSEMBLED FLASHING SIDING WINDOW) /, 2 i SILL PLATE i FLASHING SEE NOTE #2 FLASHING DO NOT FLASH OVER BOTTOM WALL SHEATHING NAILING FLANGE HEAD FLASHING TIE-IN NOTES: INSTRUCTIONS: NOTES: 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 1. CUT, FOLD UP & TEMPORARILY SECURE WEATHER RESISTIVE 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. REMOVE WEATHER RESISTIVE BARRIER FROM TOP OF WINDOW BARRIER ABOVE HEADER TO SILL PLATE ALLOW FOR FLASHING 2. REMOVE WEATHER RESISTIVE'BARRIER FROM TOP OF WINDOW INSTALLATION SILL PLATE 3. INSTALL SILL FLASHING AS SHOWN ABOVE 2. INSTALL HEAD FLASHING UNDER 3. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 4. INSTALL FLASHING AROUND REMAINING WINDOW UNIT WEATHER RESISTIVE BARRIER 4. INSTALL FLASHING AND WEATHER RESISTIVE 5. WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING 3. FOLD WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS LAPS BARRIER BACK OVERHEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL N.T.S. 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. JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 WALL COVERINGrJe) -1 Lb 2014 FBRC SECTION R703 EXTERIOR COVERING DAVIS BEWS DESIGN GROVP 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 STKEET EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER CCaWAI,FLORIDA 334677 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 • DENIVEPL PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ��.®" 0 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 _j : N FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL : ®C .' 4v 6 EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED a� '-" OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT ` a LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF All" q, 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. 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 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF LJ� 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: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT (n DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE FM 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 0 MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 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. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. i�rurrrrr��rr� 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. gUI�OiN� TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD - O��grl�1�� - 15 2 2 .. 41. • SHEET FLASHING D N.t.S. 3A3 GARAGE LEFT • 0 x w o 0 10 -1 N T do N 0a(0M sm N m ..- >-IM Cl 1) IL 0 0 ro= N 0'� �O LL �rn c'j t 0 , m � � �;; roti Z0 20 JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 WALL COVERINGrJe) -1 Lb 2014 FBRC SECTION R703 EXTERIOR COVERING DAVIS BEWS DESIGN GROVP 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 STKEET EAST ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER CCaWAI,FLORIDA 334677 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 • DENIVEPL PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ��.®" 0 ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 _j : N FELT OR OTHER APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL : ®C .' 4v 6 EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED a� '-" OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, FELT SHALL BE LAPPED NOT ` a LESS THAN 6 INCHES (152 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF All" q, 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. 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 CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF LJ� 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: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT (n DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE FM 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 0 MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 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. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. i�rurrrrr��rr� 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2138 6. AT WALL AND ROOF INTERSECTIONS. gUI�OiN� TITLE • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD - O��grl�1�� - 15 2 2 .. 41. • SHEET FLASHING D N.t.S. 3A3 GARAGE LEFT • 0 EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY ° SELF °nucOMn Cl ncun_ ini° i DO NO'S rv+on uvL:R BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WINDOW UNIT of nn� FLASHING t oo SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4'41" BEAD OF CONSTR. SHEATHING INSTALL NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING ADHERED AD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND SEE FLANGED II W OW OR EQUAL WEATHER PROOF CAULKING SCORED RELEASE PAPER SELF ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING / NAILING FLANGE SELF -ADHERED FLASHING O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING EXTEND MIN. OF 6 OUTSIDE OF FLASHING //i GALV. MTL CRICKET AS 'L' FLASHING SPECIFIED r� BY PLAN 2 � ,;.`. :.:>:;.. ROOF SHINGLES Z 6 j MSN >i DIVERTER FLASHING DRIP EDGE FASCIA �\ �"----ROOFING FELT FIGURE 1: FLASHING INSTALLATI❑N TEXTURED, PAINTED EXTERIOR WALL FINISH r.r ° ter;. HOLD EXTERIOR ` r7r ` FINISH 2" ABOVE yv ROOF FLASHING CAULKING - FIGURE 21 WALL FINISH \ DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING --- _ - 6 TO 12" PER PLAN 6.. HIGH j SPEC'S. DIVERTER FLASHING�� \� � /� % GALV. 'L' FLASHING TYPICAL. TEXTURED, PAINTED - EXTER. WALL FINISH ASPHALT BASED ROOF CRICKET:SEALANT APPLIED MIN: 3:12 SLOPE 6" X 18" H GALV. —� FLASHING CONT. BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEYVERTICAL WALL PLASTER STOP AND EXTENDING A , LOCATIONS) AT ENTRYROOF Z MINIMUM OF 6" ABOVE , \ SHINGLES Uj VERTICAL RISEOF FLASHING AT KNEEWALL 6" X 18" H GALV. FLASHING CONT. C14 SEALANT NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. FLASHIN FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL R°°F o�GK Sy/ �o<<cs0 R°° CROO'��yq�L l?' z, s�oE 0 c00" LINE VALLEY BY CENTERING 36" WIDE RSE CERTAINTEED WINTERGUARD 9 9T�T0 5�N°°� a�N°°`'Rs� 3Ro�°`�R �Rss sE M�TPy WATERPROOFING SHINGLE 'NoW 15�°O�\ / UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. RAKE METAL DRIP EDGE 6' EAVES ` EMBED EACH SHINGLE IN A 2" 7FIRST STARTER SHINGLE O � WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS \., CUT 2" DIAGONALLY OFF COURSE USED. / \\. UPPER CORNER OF TRIMMED SHINGLE \\ CUT SHINGLES 2" BACK FROM / VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL REMOVE OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. i ROOFING FELT DRIP EDGE 1" FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 1" 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 i CEMENT PLASTER OVER BLOCK IST 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 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 WEATHER RESISTIVE ACCORDANCE WITH BARRIER x FELT BACKED METAL LATHE IN ACCORDANCE WITH DOOR ROUGH OPENING WOOD FRAME CONSTR BUILDING PAPER N' n SELF -ADHERED FLASHING SHEATHING KEEP TOP EDGE OF WEEP 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN BLOCK ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP 0 0 � c n � J "0E ~O rar 0 0 THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. �C\j -0 n' 01� Z7,2,1 UP JAMB 6". USE LIQUID NAIL BRAND Q OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING SUBFLOOR (SEE DETAIL WP07) RIM JOIST WINDOW UNIT of nn� FLASHING t oo SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED ASPHALT 3/4'41" BEAD OF CONSTR. SHEATHING INSTALL NEEDED IN CORNERS RUBBERIZED ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING ADHERED AD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND SEE FLANGED II W OW OR EQUAL WEATHER PROOF CAULKING SCORED RELEASE PAPER SELF ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM BOTTOM OF ADHESIVE AS SHOWN) THRESHOLD / SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING / NAILING FLANGE SELF -ADHERED FLASHING O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL WP07) SHEDDING LAPS SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: WALL SHEATHING EXTEND MIN. OF 6 OUTSIDE OF FLASHING //i GALV. MTL CRICKET AS 'L' FLASHING SPECIFIED r� BY PLAN 2 � ,;.`. :.:>:;.. ROOF SHINGLES Z 6 j MSN >i DIVERTER FLASHING DRIP EDGE FASCIA �\ �"----ROOFING FELT FIGURE 1: FLASHING INSTALLATI❑N TEXTURED, PAINTED EXTERIOR WALL FINISH r.r ° ter;. HOLD EXTERIOR ` r7r ` FINISH 2" ABOVE yv ROOF FLASHING CAULKING - FIGURE 21 WALL FINISH \ DO NOT NAIL WITHIN 6" VALLEY CENTERLINE ASPHALT SEALANT: EXTEND MIN. 6" ABOVE FLASHING --- _ - 6 TO 12" PER PLAN 6.. HIGH j SPEC'S. DIVERTER FLASHING�� \� � /� % GALV. 'L' FLASHING TYPICAL. TEXTURED, PAINTED - EXTER. WALL FINISH ASPHALT BASED ROOF CRICKET:SEALANT APPLIED MIN: 3:12 SLOPE 6" X 18" H GALV. —� FLASHING CONT. BEHIND FLASHING (REQUIRED AT ALL LEVEL VALLEYVERTICAL WALL PLASTER STOP AND EXTENDING A , LOCATIONS) AT ENTRYROOF Z MINIMUM OF 6" ABOVE , \ SHINGLES Uj VERTICAL RISEOF FLASHING AT KNEEWALL 6" X 18" H GALV. FLASHING CONT. C14 SEALANT NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS AT ALL VERTICAL WALL INTERSECTIONS WITH ROOF VALLEYS & ROOF CRICKETS. 6" HORIZ. FLASHIN FLASHING INSTALLATI❑N WHERE ROOF MEETS VERTICAL WALL R°°F o�GK Sy/ �o<<cs0 R°° CROO'��yq�L l?' z, s�oE 0 c00" LINE VALLEY BY CENTERING 36" WIDE RSE CERTAINTEED WINTERGUARD 9 9T�T0 5�N°°� a�N°°`'Rs� 3Ro�°`�R �Rss sE M�TPy WATERPROOFING SHINGLE 'NoW 15�°O�\ / UNDERLAYMENT OR EQUIVALENT DIRECTLY TO DECK. RAKE METAL DRIP EDGE 6' EAVES ` EMBED EACH SHINGLE IN A 2" 7FIRST STARTER SHINGLE O � WIDE STRIP OF ASPHALT EXTEND THE SHINGLES OVER RAGING CEMENT. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS \., CUT 2" DIAGONALLY OFF COURSE USED. / \\. UPPER CORNER OF TRIMMED SHINGLE \\ CUT SHINGLES 2" BACK FROM / VALLEY CENTERLINE ROOFING SYSTEM IS CERTAINTEED LANDMARK TL REMOVE OR AR ASPHALT SHINGLES MANUFACTURED BY CERTAINTEED CORPORATION. i ROOFING FELT DRIP EDGE 1" FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 1" 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 i CEMENT PLASTER OVER BLOCK IST 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 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 VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT 111oTL ricLl�i�oL: CAULKED USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH \� 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE O'F•, SLAB WEEP SCREED V BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Graun� WATER RESISTANT BARRIER LATH SHEATHING STUCCO o a a a a u n a 4 d ° a ° FOUNDATION a ° WALL 4 4 b O G a a F❑UNDATI❑N WEEP SCREED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 x FELT BACKED METAL LATHE IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER N' n 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP M SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT 111oTL ricLl�i�oL: CAULKED USING VULCUM CAULK FOR ALL 1/2" CEMENT PLASTER FINISH \� 2 1/2" PERFORATED BLOCK FLANGE 1/2" WEEP SCREED INSTALL BOTTOM EDGE O'F•, SLAB WEEP SCREED V BELOW FINISH FLOOR OPTIONAL DETAIL WEEP SCREED DETAIL SCALE: NOT TO SCALE Graun� WATER RESISTANT BARRIER LATH SHEATHING STUCCO o a a a a u n a 4 d ° a ° FOUNDATION a ° WALL 4 4 b O G a a F❑UNDATI❑N WEEP SCREED THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. J08 NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 c-61-) Fo, 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 • nENVER_ d*�aw o" z0 0 >= 1 _ 0 J 2138 �VILD�N SANFOR® RTM�-X, � 224 FLASHING DETAILS • SHEET • • x x U too C N N' n N � M L >_-c" 0(j) LL 0 0 � c n � J "0E ~O rar 0 0 �� C\j -0 n' 01� Z7,2,1 J08 NUMBER 25002.209 CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 c-61-) Fo, 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 • nENVER_ d*�aw o" z0 0 >= 1 _ 0 J 2138 �VILD�N SANFOR® RTM�-X, � 224 FLASHING DETAILS • SHEET • INFORMATION AND FIRE RESISTANT SOFFIT OPTIONS AND SUGGESTED VENTILATION METHODS LOW -PROFILE CONCRETE ROOF TILE LOW -PROFILE CLAY ROOF TILE O'HAGIN'5 SECONDARY VENT O'HAGIN'S SECONDARY VENT (COVER) (COVER) O'HAGIN'S PRIMARY VENT O'HAGIN'S PRIMARY VENT (5U5FLA5HING) (5UBFLA5HING)' LOCALLY• APPROVED LOCALLY -APPROVED WIRE MESH PEEL d STICK WIRE MESH PEEL E STICK O'HAGIN'S PRIMARY VENT O'HAGIN'S PRIMARY VENT (51,113FLA514ING) (5UBFLASHING)WIND CLIP WIRE MESH OOF DECK WIRE MESH ROOF DECK BATTEN LOCALLY LOCALLY APPROVED SEALANT LOCALLY -APPROVED APPROVED SEALANT LOCALLY -APPROVED UNDERLAYMENT UNDERLAYMENT O'HAGIN'S SECONDARY VENT O'HAGIN'S SECONDARY VENT (COVER) O'HAGIN'S PRIMARY O'HAGIN'5 PRIMARY VENT (51,151 VENT (61,15FLA511ING) MODEL "FLAT" STYLE VENTS FOR CLAY TILE ROOFS MODEL "FLAT" STYLE VENTS FOR CONCRETE TILE ROOFS MEDIUM -PROFILE CLAY ROOF TILE MEDIUM -PROFILE CLAY ROOF TILE O'HAGIN'5 SECONDARY VENT (GONER) / O'HAGIN'S SECONDARY VENT O'HAGIN'5 PRIMARY VENT WIRE MESH (51,113FLASHING) O'NAGIN'S PRIMARY VENT LOCALLY -APPROVED (5UBFLA5HING) PEEL t STICK WIND CLIP LOCALLY APPROVED WIRE MESH OOF DECK LOCALLY UNDERLAYMENT O'HAGIN'S SECONDARY APPROVED SEALANT VENT (COVER) r HAGIN'S PRIMARY VENT WIRE MESH O'NAGIN'S PRIMARY VENT (SUBFLA5HING) BATTEN WIND CLIP LOCALLY -APPROVED UNDERLAYMENT ( 5UBFLASHING) k „ui MODEL "M" STYLE VENTS FOR CLAY TILE ROOFS MODEL "M" STYLE VENTS FOR CONCRETE TILE ROOFS (DRAWING SECTION) HIGH-PROFILE HIGH-PROFILE CONCRETE ROOF TILE CLAY ROOF TILE O'HAGIN'5 SECONDARY VENT O'HAGIN'5 SECONDARY VENT (COVER) (COVER) IRE MESH WIND CLIP O'HAGIN'S PRIMARY VENT (5UBFLA5HING) WIRE MESH O'HAGIN'S PRIMARY VENT WIRE MESH LOCALLY-APPROVED15UBFLASHING) ( PEEL 4 STICK 5115 N S PRIMARY VENT LOCALLY -APPROVED O'HAGIN'S PRIMARY VENT SUBFLASHINGI PEEL d STICK (5UBFLASHING) BATTEN WINE) CLIP LOCALLY -APPROVED WIRE MESH ROOF DECK LOCALLY -APPROVED UNDERLAYMENT LOCALLY UNDERLAYMENT WIRE MESHOOF DECK APPROVED SEALANT LOCALLY O'HAGIN'S SECONDARY VENT O'HAGIN'S SECONDARY VENT APPROVED SEALANT (COVER) (COVER) O'HAGIN'S PRIMARY O'HAGIN'S PRIMARY VENT (51.15 KING) VENT (5U5FLA5HING) MODEL 1151' STYLE VENTS FOR CLAY TILE R00E5 MODEL "S" STYLE VENTS FOR CONCRETE TILE ROOFS COMP061TION SHINGLES COMPOSITION SHINGLES O'HAGIN'S TAPERED, LOW -PROFILE VENT O'HAGIN'S TAPERED, (EXTENDED FLANGE) ROOF DECK LOW PROFILE VENT LOCALLY -APPROVED (5TANDARDFLANGE) ROOF DECK DIVERTER5 UINDERLAYMENT LOCALLY -APPROVED LOCALLY -APPROVED DIVERTERS UNDERLAYMENT WIRE MESH SEALANT LOCALLY -APPROVED SEALANT WIRE MESH O'HAGIN'S TAPERED, LOW -PROFILE VENT O'HAGIN'S TAPERED, LOW -PROFILE VENT (EXTENDED FLANGE) (STANDARD FLANGE) TAPERED, LOW -PROFILE VENT FOR COMPOSITION SHINGLE„ TAPERED, LOW -PROFILE VENT FOR COMPOSITION SHINGLE, NET FREE VENTILATION AREA VENTS FOR TILE ROOFS: A) MODEL: FLAT NFVA: 98.15 50. IN. (631.1 SQ. CM.) B) MODEL: "S° NFVA: 91.50 5Q. IN. (629.0 50. CM.) C) MODEL: "M" NFVA: 86.25 50. IN. (556.5.150. CM.) VENTS FOR SLATE, SHAKE OR COMPOSITION ROOFS: A) MODEL: TAPERED LOW -PROFILE NFVA: 12.0 SQ. IN. (4645 5Q. CM.) O'HAGINS NOTES O'HAGIN VENTS ARE MANUFACTURED USING: PRE -PAINTED GALVANIZED 26 GAUGE G90 GALVANIZED 26 GAUGE G90 ALUMINUM .032 COPPER 16 OZ STAINLESS-STEEL INTERIOR MATRIX (WEATHEIRMA5TER, FIRE Q ICE ONLY) FOR COORDINATING ROOF TILE MANUFACTURERS, INSTALLATION INSTRUCTIONS, TECHNICAL BULLETINS 4 SPECIFIC INFORMATION REGARDING RAIN, SNOW, HIGH -VELOCITY WIND OR WILDLAND URBAN INTERFACE (WUU APPLICATIONS, PLEASE CONTACT O'HAGIN TOLL FREE AT 811/324.0444 OR WWW.OHAGIN.COM FLAT TILE "M" TILE ROOF VENTILATION Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential 8806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40`o but no more than 500 of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured verticallg) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. GALVANIZED DRIP EDGE 5EE 12 PRE -MANUS. 2x 5UB ELEV. TRU55 FASCIA C 0 r0 F CHANNEL FASCIA PER 0 ELEV. REQ. �•� '•'"'"�r� , measures shall be taken to protect any and all projections that O.H. (SEE ELEV. GP I" DEN5GLA55 J CHANNEL 5HAFTLINER TO PROVIDE VINYL SOFFIT EXTERIOR INR FIRE RE5I5TANCE FINI5H BEHIND SOFFIT 5Y5TEM UNDERSIDE I HR. FIRE RESISTANT FLAT SOFFIT DTL. S-1 Lt. L °��• JOB NUMBER 25141 CAD FILE SOFFIT / EA VE ISSUED 07-10-15 REVISED INR FIRE PROTECTION / REQUIRED TO 2 FT. >_ (Dist.) < 5 FT UNDERSIDE OF PROJECTION (Dist) > 5 FT. NO RE5TRICTION5 , PROJECTIONS (OVERHANGS) I PROPERTY LINE DWELLING I • • x W 150 STATE STREET EAST OLDSMA H, ORVA 34677 813.925.1300 TEL 813 .925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C 0 r0 As per the FBC 5th Edition (2014) Residential section 8302, 0 J 0) �•� '•'"'"�r� , measures shall be taken to protect any and all projections that do ••"ice W 2 cm I NM N d . r L > =.J LnCN cr ry Lt. L °��• " cep Cr 0 0 ro= '0 JTO VC • • e �` tttttt� 0 ro O � u.= ro°' M�0. ZG20 JOB NUMBER 25141 CAD FILE SOFFIT / EA VE ISSUED 07-10-15 REVISED INR FIRE PROTECTION / REQUIRED TO 2 FT. >_ (Dist.) < 5 FT UNDERSIDE OF PROJECTION (Dist) > 5 FT. NO RE5TRICTION5 , PROJECTIONS (OVERHANGS) I PROPERTY LINE DWELLING I NET FREE VENTILATION AREA EL: DA -4 !: 9 5Q. IN. / LINEAR FOOT. 1{1Supported Nall Holes. ANWAP W� �� ngle5topgnmentTabs �i4llilll'l DA -4 FEATURES: ► Unique design provides enhanced 1 Intake slot width guidelines" O weather protection. 1 Patented design.ttttttttltl� ► 2A" ring shank hails included. ► Made from the same durable, long ► integrated end plug every 2 inches. 1 The DA -4 can be used as an exhaust Uj Tasting and field tested material as ► 9 square inches of Net Free Area per vent (see reverse). the Lomanco Omni Series vents. linear foot. 1 Lifetime Limited Warramty. 1 Fits roof pitches 3/12 to 16/12. ► Molded nail lines. IDC yy' Length NFA t� Model al RooFPllch Packaged /ti' �q,�1 FII��'�TyxaeDepyronenlof x CSA ., �n pr—d vrindslorm�' t�r,R aPProvea Approved 1 '^�-ESR3RA / • • ' H rar 00 II III 1 • VENT I squarefoot - �u IL i IIIIRF11o, P'U OliyG� • • MIADE IN USA IL0450 1214 SANF • r . • : 1 1 r TI TLE a�A�R�T�E4, SOFFIT AND OVERHANG DETAILS LOMANCO INTAKE VENTS OPTION N.T.S. & - 2 2 2 _ 06-30-15 • SHEET • o+ctrl //!✓' DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMA H, ORVA 34677 813.925.1300 TEL 813 .925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 NET FREE VENTILATION AREA EL: DA -4 !: 9 5Q. IN. / LINEAR FOOT. 1{1Supported Nall Holes. ANWAP W� �� ngle5topgnmentTabs �i4llilll'l DA -4 FEATURES: ► Unique design provides enhanced 1 Intake slot width guidelines" O weather protection. 1 Patented design.ttttttttltl� ► 2A" ring shank hails included. ► Made from the same durable, long ► integrated end plug every 2 inches. 1 The DA -4 can be used as an exhaust Uj Tasting and field tested material as ► 9 square inches of Net Free Area per vent (see reverse). the Lomanco Omni Series vents. linear foot. 1 Lifetime Limited Warramty. 1 Fits roof pitches 3/12 to 16/12. ► Molded nail lines. IDC yy' Length NFA t� Model al RooFPllch Packaged /ti' �q,�1 FII��'�TyxaeDepyronenlof x CSA ., �n pr—d vrindslorm�' t�r,R aPProvea Approved 1 '^�-ESR3RA / • • ' H rar 00 II III 1 • VENT I squarefoot - �u IL i IIIIRF11o, P'U OliyG� • • MIADE IN USA IL0450 1214 SANF • r . • : 1 1 r TI TLE a�A�R�T�E4, SOFFIT AND OVERHANG DETAILS LOMANCO INTAKE VENTS OPTION N.T.S. & - 2 2 2 _ 06-30-15 • SHEET • o+ctrl //!✓' y As per the FBC 5th Edition (2014) Residential section 8302, �•� '•'"'"�r� , measures shall be taken to protect any and all projections that ••"ice W are > 2 feet to < 5 feet. ` f. t � mm LnCN cr ry " cep Cr • • e �` z �,,, �"•�,"� tee. A.•a�� ,,. � a ', NET FREE VENTILATION AREA EL: DA -4 !: 9 5Q. IN. / LINEAR FOOT. 1{1Supported Nall Holes. ANWAP W� �� ngle5topgnmentTabs �i4llilll'l DA -4 FEATURES: ► Unique design provides enhanced 1 Intake slot width guidelines" O weather protection. 1 Patented design.ttttttttltl� ► 2A" ring shank hails included. ► Made from the same durable, long ► integrated end plug every 2 inches. 1 The DA -4 can be used as an exhaust Uj Tasting and field tested material as ► 9 square inches of Net Free Area per vent (see reverse). the Lomanco Omni Series vents. linear foot. 1 Lifetime Limited Warramty. 1 Fits roof pitches 3/12 to 16/12. ► Molded nail lines. IDC yy' Length NFA t� Model al RooFPllch Packaged /ti' �q,�1 FII��'�TyxaeDepyronenlof x CSA ., �n pr—d vrindslorm�' t�r,R aPProvea Approved 1 '^�-ESR3RA / • • ' H rar 00 II III 1 • VENT I squarefoot - �u IL i IIIIRF11o, P'U OliyG� • • MIADE IN USA IL0450 1214 SANF • r . • : 1 1 r TI TLE a�A�R�T�E4, SOFFIT AND OVERHANG DETAILS LOMANCO INTAKE VENTS OPTION N.T.S. & - 2 2 2 _ 06-30-15 • SHEET • G.C. VERIFY UNDER CABINET LIGHTING AT KITCHEN AMONNOME MICROWAVE OUTLET +14" TA3. VENT HOOD TO EXTERION 150 AMP. :C. ELEC. tER PANEL CLG. OUTLET FOR G.D. OPENER r--------------------� / I I GF.I. AT 48 IRRIG. I AT 48" / I I / • J08 NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 ELECTRICAL <E r � DUPLEX CONVENIENCE OUTLET DAVIS BEWS DESIGN GPOVP DUPLEX OUTLET ABOVE COUNTER x ro 01, P. WEATHERPROOF DUPLEX OUTLET � `'G.FJ. GROUND FAULT INTERRUPTER DUPLEX OUTLET' HALF -SWITCHED DUPLEX OUTLET 0do SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET 0000) WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH ` Qcm �LM D DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0 �(2 0 �. ;Q. RECESSED INCANDESCENT LIGHT FIXTURE Ac LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT E �L ;c FLUORESCENT LIGHT FIXTURE _ 4 EXHAUST FAN HB• ;Q. EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) cH CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so c SMOKE / CARBON MONO. COMBO DETECTOR FQ TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) QQ THERMOSTAT` ELECTRIC METER im ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J HORIZ.AKE- -MAKE-UP c CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ LIGHTS G J ROUGH -IN FOR OPT. CEILING FAN NOTES- OTES I, I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS lG.l.) AS INDICATED ON PLANS OR AS ITEM N0.4 AND 5 BELOW INDICATES. 2. UNLE55 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 1411 TELEPHONE...1411(UNLESS ABV COUNTERTOP) TELEVISIOK ..1411 3. ALL SMOKE DETECTORS SHALL SE 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, 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A.F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY -HORIZ. ROOMS SHALL BE GF.C.I. PROTECTED (G.F.U. MAKE-UP LIGHTS 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15, IN FULL COMPLIANCE WITH N.F.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 -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CAR50N 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 LI5TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED 4/0 ALU. CABLE MAIN DISCONNECT METER A/C COMBO - SQUARE D =4DISC. TYP• 14 AND 012 COPPER TO REFER TO FLOOR PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS AMPS. REQUIRED PANEL M0 COPPER TO WATER HEATER UNDEI�ROUND 06 COPPER TO RANGE SERVICE BY POWER COMPANY 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED • J08 NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GPOVP x ro EST. 1994 - 0 to ra 0do 0000) N M art N y ` Qcm �LM ` 0 �(2 0 �. �w Oro co E �L ;c _0 z Lf) • J08 NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 TO FOOTING STEEL 2138 ELECTRICAL RISER DIAGRAM ��DING GDAGN COACH NOTE: USANFoRD_LIGHT / LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALLCOMPLY W/ APPLICABLE PROVISIONS OF THE NATIOINALELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.„2 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • SHEET • DAVIS BEWS DESIGN GPOVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.C,OM TA APA • DENVER EST. 1994 - TO FOOTING STEEL 2138 ELECTRICAL RISER DIAGRAM ��DING GDAGN COACH NOTE: USANFoRD_LIGHT / LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS SHALLCOMPLY W/ APPLICABLE PROVISIONS OF THE NATIOINALELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY.„2 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • SHEET • EL CTfRICAL <E -T- K)-- DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER .P. WEATHERPROOF DUPLEX OUTLET .F.�, GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 0w 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 14 FAIR -WAY SWITCH ID DIMMER SWITCH CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �. WALL MOUNTED INCANDESCENT LIGHT FIXTURE ;Q. RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT 0 0 FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN ;Q• EXHAUST FANLIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) o PUSHBUTTON SWITCH (OPTIONAL) © CARBON MONOXIDE DETECTOR so SMOKE DETECTOR so SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT Cpn ELECTRIC METER -` ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J HORIZ ciw/> CEILING MOUNTED INCANDESCENT' LIGHT FIXTURE W/ MAKE-UP GJ ROUGH -IN FOR OPT. CEILING FAN LIGHTS NOTES - I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGP.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 .... LOOR:SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE... 14" (UNLESS AIBV COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.11 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GF.C.I. PROTECTED (GF.I) 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NP.PA 1OA-05, N.E.C. 2011, F.B.C.R. - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUWING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10'FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE L15TED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4 R, FLORIDA 34677 813.925.1.300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�� y x m U rLo 0 0w J N cli . C? �. > :3 1 �. L 5 LL 0 0 tiJ�^ EL 0�C0 I IL L 0) � *+ m O' Z V • JOB NUMBER 25002.209 • CAD FILE NAME LOT 106 TB ISSUED 06-12-15 REVISED 08-11-15 G.C. VERIFY ALL • SMOKE DETECTORS TO BE HARD -WIRED 2138 )[D SAlVFTITLEUPPER FLOOR ELECTRICAL I j1� PLAN 5 2 2— UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4 R, FLORIDA 34677 813.925.1.300 TEL 813. 925. 1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994�� y G.C. VERIFY ALL • SMOKE DETECTORS TO BE HARD -WIRED 2138 )[D SAlVFTITLEUPPER FLOOR ELECTRICAL I j1� PLAN 5 2 2— UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • SHEET • V CIV GR/1L IVIJ I CJ FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40. 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 THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3 FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD. PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS TOP CHORD: Lr= 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 DOWEL PLACEMENT PLAN S4 FIRST FLOOR FRAMING PLAN S4.1 NOTES &CONNECTOR LEGEND S4.2 ROOF FRAMING PLAN S5 LINTEL PLAN SD1 FOUNDATION DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF < MINIMUM FLOOR DESIGN LIVE LOADS:�' ° �^ J O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. AX W L0 �- 010 B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF yi�aramrrrrrrr® _ J Q MINIMUM FLOOR DESIGN DEAD LOADS.- OADS:3. 3.HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF Ln W SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS z W (4� 4t X Z < Z PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK z O W W IWC' LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"' OF WALL; REBAR BOTTOM FOOTING &LINTEL STEEL IS ADEQUATE @TOP & B O 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. a L_ V o C. wo TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 � Q W -PERMANENT 2x4 SPF #2 (MIN.) CONT: LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. LO -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133.("T" CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). m LL -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 c� W Q EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR ""EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND, HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF < MINIMUM FLOOR DESIGN LIVE LOADS:�' ° �^ J O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. AX A)FLOORS = 40 PSF MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF yi�aramrrrrrrr® ui v 0 MINIMUM FLOOR DESIGN DEAD LOADS.- OADS:3. 3.HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF Ln W SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS (4� 4t X Z < Z PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"' OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF < MINIMUM FLOOR DESIGN LIVE LOADS:�' ° �^ J O ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. AX A)FLOORS = 40 PSF MASONRY WALL CONSTRUCTION B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, C)DECKS = 40 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D) STAIRS = 40 PSF PSI (fm = 1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS.- OADS:3. 3.HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. A)FLOORS = 15 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE B) BALCONIES = 15 PSF SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 5, VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS -ADDIT'L BRACING & BLOCKING PER SCSI -1 & TRUSS MANUFACTURER'S DRAWINGS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4"' OF WALL; REBAR BOTTOM FOOTING &LINTEL STEEL IS ADEQUATE @TOP & B O FROM EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25 U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT.. TO EA. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT: LATERAL TRUSS BOTTOM CHORD BRACING 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133.("T" CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11 .1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR OS SSSS CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACR S M 4 TRU THEN WIND SPEED (ULTIMATE) 139 mph BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOOD CONSTRUCTION DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN 6, THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), HANGERS, FIELD REPAIR NOTES SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED WIND REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE, HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO V DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS SIMPSON HSS2 STUD SHOES, TYP U.N.O. 5. OMITTED J -BOLT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE -1/2" ALL THREAD w/ WASHERS MAY BE USED ILO 1/2" J -BOLTS w/ WASHER DRILL & EPDXY CORROSIVE TO STEEL, IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE w/ SIMPSON SET EPDXY @ 5" MIN EMBED. OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY 1S TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR ""EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND, HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO -FOR CMU OVERHANGING FOUNDATION X1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. VALUES AS FOLLOWS: PER PLAN. COLUMNSCELLS BEAMS E = 1,800,000 Ib/int U.N.O. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES E = 2,000,000 Ib/int U.N.O. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 STRUCTURAL STEEL Fc 11= 30001. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE Fc 11= 3000 STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. ECD TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 1. USE 1/RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE OTHERWISE SPECIFIED. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CONNECTIONS: ELECTRODES- E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE LIVING SPACE IS ABOVE THE GARAGE. 3/6' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP, W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTEC'T'ION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. O 5 A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD 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 5/8/2014 WIND PRESSURE & SUCTION EFFECTIVE 5/8/2014 CREATED ELEV. C (PSF) WIND (*) VALUE DENOTES PRESSURE AREA (SQ FT) 5/9/2014 CREATED ELEV, A W/ OPTIONAL LANAI - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 4/16/2015 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION_ DIAGRAM 5 5 4 4 ql 5 5 J✓ a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 2. MEAN ROOF HEIGHT FOR ATYPICAL 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 w LL �Ppq 9p,�A9� N�4� U O n w o� 04 U p 3J o Iglu' o O z M U o 0 V G9�sti (D Q m V J W z � O o O U) W� z 0VRPC� UPDATES NUMBER DATE DESCRIPTION 1 5/8/2014 CREATED ELEV. A 2 5/8/2014 CREATED ELEV. B 3 5/8/2014 CREATED ELEV. C 4 5/9/2014 CREATED ELEV. A W/ BEDROOM 5 & BONUS ROOM 5 5/9/2014 CREATED ELEV, A W/ OPTIONAL LANAI 6 1/29/2015 CREATED ELEV. C W/ OPTIONAL LANAI w/ a O TRUSSWAY TRUSSES PER TB -39': APPLIED TRUSSWAY TRUSS TO ELEV-A w/.B N US . 7 4/16/2015 w/ BED ROOM PER TB -55 (TL/JV) APPLIED TRUSSWAY TRUSS TO ELEV-A 8 4/27/2015 PER TB -45 CREATED ELEV. B W/ OPTIONAL LANAI & BONUS W/ 9 5/26/2015 L.L. TRUSSWAY TRUSSES PER TB -100 10 8/11/2015 UPDATED TO FBC, 5th ED. (2014) RESIDENTIAL w LL �Ppq 9p,�A9� N�4� U O n w o� 04 U p 3J o Iglu' o O z M U o 0 V G9�sti (D Q m V J W z � O o O U) W� z 0VRPC� 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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. J U) I a O C) F a L.L. w �-- �y �I LU v J ECD F - Z 0. O -� A � Q UJI W O 1 O H O 1- 0OZ -_- W >- Z O ~ ~ STRUCTURAL ENG: CFG / BED - --- __ . ........... gU1L(]/NC DRAFTING. SANFORD -STRUCT: MRG QC CHECK: CC JOB No. TM - 2150718 i 1 - 24 SCALE: AS INDICATED DATE: 06/23/2015 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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. 3U'-U" 7 QTnRV GnnTIAI(_ FOUNDATION NOTES: L0 W r 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE f— LAPPED MIN. 6" AND SEALED. Q 2, PROVIDE 3-1/2 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH00 PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH, MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT FBC-R EDITION). J 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. z LAP SPLICES SHALL BE NO LESS THAN 25". W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR 0 RECESSING DOOR SILLS. Z U) 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. O W 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE N THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. Q Ci W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES.., 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL V SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE m AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION LL INSTRUCTIONS. A 9. NO WOOD STAKES PERMITTED IN FOUNDATION.C;l W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN, SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARDLq � FOOTING STEP DOWN AND CORNER INFORMATION. 8008,4 , m ti 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE LO _ o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH { ® C--> Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION < U 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS « ' Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE ® « Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL • case + W CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO ®° -J J FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS ' \ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. O ca 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO • 40 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0 �011b co STEMWALL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND p a N FOOTING SIZES PENDING DEPTH OF STEMWALL:�i�l��,l Z��C o o FOOTING SCHEDULE pq ° o O 12"x12"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (2) # 5 E.W. p{ii01 reti4 E U EI tiS�G a� 0 2 24"x24"x12" dp w/ #5's @ 6" O D. EfA. WAY MIN (4) # 5 E.W. 0 0 Q 2.3 O 28"x28 x12 dp w/ #5's @ 6 O:C. EA.°WAY MIN (5)`# 5 E.W. 2.5 30"x30"x12" dp w/ #5's @ 6" O,C., EA, WAY MIN (5) # 5 E.W. - <8> .6 32"x32"x12" dp w/ #5's @ 6" O.C. EA., WAY MIN (6) # 6 E.W. Z Z O 36 x36 x12 dp w/ #5's @ 6 O.C., EA. WAY MIN (6) # 5 E.W. J 0 d. w `� 42"x42"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (7) # 5 E.W. c � 3.5O Z 06 G �. 4 48"x48"x12" dp w/ #5's @ 6" O.C. EA. WAY MIN (8),# 5 E.W. Z A ffi O � � 4.5 54"44"x16" dp w/0's @ 6" O.C. EA. WAY MIN (9) # 5 E.W. Z QyQ O60"x60"x16" dp w/#5's @ 6" O.C. EA; WAY MIN (10) # 5 E.W. Z C) O to Lu z� � W Uj SYMBOLS LEGEND cn s ® 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. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CG 11 Z O 0 _ A �aLLl 0LLI0 � oc=z _j0W W z 0 X1171 71 STRUCTURAL ENG: CFG / BED UFDRAFTING: STRUCT: MRG QC CHECK: CC JOB No. TM - 2150718 m; -- ---------- -- Al M .ALE SC AS INDICATED DATE: 06/23/2015 FOUNDATION PLAN 1/4"=11-011 S2 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. L,11-411 1, SYMBOLS LEGEND U-) W 0 INDICATES GROUT FILLED CELL WITH (1) VERT,F— #5 CONT. FTG. oo 00 TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). 0 100 N: • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. -j 123 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. F— z W 11-211 0 101-211 21-011 101-211 -2 z U) 0 W Mi- ---------- - ------------- 00 W C) W ■ LO LL Aa rrrrrrrlssss/�®®r Uj Ilk, CD W Ci () o "j 2 z Ca < & 2 0 < -7 0 ■ 0 L.L 0 U C; 0 z U C 0 ............ IT ---- ---- i .: J I _. : _ - - o �S�G�ti4W 0 ZEN /> z )i as M LL U Z C) 06 z �j CL U) z 0 6 Qi b 0 z 0 ■ C. . 4 .1 .0 Z 01 52 L11 0 0 ,IL-4" 1'-41, 1(01-011 81-811 UJI �0 0. UJI IM oZ� 0 STRUCTURAL ENG: CFG BED 6 NG, DRAFTING: SANFORD -STRUCT: MRG O 'x' QC CHECK _cc JOB No. TM - 2150718 z' 4 SCALE: AS INDICATED DOWEL LAYOUT PLAN DATE: 06/23/2015 1/4"=1'-019 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any. S3 .:Wse, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. r N Cl) d' d' M N r pj 0 0 0 0 0 0 0 0 �O^ a WALL LEGEND = 10'-0" T.O.M. = 11'-0" T.O.M. = 12'-0" T.O.M. _ = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. T Z (n AA O W (.5 O �++ C/) N CD Q LU U') m U- �Wa LH f m� LU O 1 Z Z C,� a J e ® Lo Q e Y) 2 p %4 A® lli/1111 %%% V O pp.y, O Of�� co N U IME W O M U C c O 0 • Z U U O 4 va o O� Q _= z g vi 7 z QU) J .. U z0 4 Q 6N� WO �� p o� F- J 2 LL �W� _ U) — �U)� s o � o z o o A .� .� IW W W 1 J18 J18 ,0 Q H c W O R J17 J17 _ ... COZ ❑ 00 J_ J16 Q _- ----- _ .._.. 16 W,�Q0 O F- F- Z Z (n AA O W (.5 O �++ C/) N CD Q LU U') m U- �Wa LH f m� LU O 1 Z Z C,� a J e ® Lo Q e Y) 2 p %4 A® lli/1111 %%% V O pp.y, O Of�� co N U IME W O M U C c O 0 • Z U U O 4 va o O� Q _= z g vi 7 z QU) J .. U z0 4 Q 6N� WO �� p o� F- J 2 LL �W� _ U) — �U)� s o � o z o o A .� .� IW W 1 J18 J18 ,0 Q H c W O R J17 J17 _ ... COZ J16 _- ----- _ .._.. 16 W,�Q0 O F- F- 011, _ UFOSSTRUCTURAL ENG: DRAFTING: CFG / BED r -STRUCT: MRG QC CHECK: CC FIRST FLOOR FRAMING PLAN JOB No. SCALE: TM -2150718 AS INDICATED DATE: 06/23/2015 1/4"= 1 1-011 S4 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. BEARING WOOD WALL SCHEDULE TAG STUD SPACING CONNECTION & FASTENERS UPLIFT CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN SYP#2 BUILT UP STUD COLUMN BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN PLATE BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. PLATE BW4 12" (3)12d TOENAILS OR ENDNAILS (3)12d TOENAILS OR ENDNAILS NO UPLIFT MID -SPAN 16d NAILS BW5 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN 16d NAILS BW6 12" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf Mrd. PT. 3 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 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. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" 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. Y2" 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 3"0"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) <8>(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) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x10 (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) OK PLATE 16d NAILS 3-1/2"x3-1/2" LVL COLUMN. (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x12 PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O - 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR WMIN. 6" EMBEDMENT 16d NAILS MIN. 6" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END 1'-0" TO T-11" 1 1 4'-0" TO 8'-0" 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 HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER 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 IST 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 O(4)2X4 SYP#2 BUILT UP STUD COLUMN <8>(2)2X6 SYP#2 BUILT UP STUD COLUMN OE (3)2X6 SYP#2 BUILT UP STUD COLUMN O(2)2X8 SYP#2 BUILT UP STUD COLUMN O(3)2X8 SYP#2 BUILT UP STUD COLUMN OH44 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST OL 3-1/2"x3-1/2" LVL COLUMN. MO 3-1/2"x5-1/4" LVL COLUMN. NO 3-1/2"x7" LVL COLUMN. PO 3-1/2"x9-1/2" LVL COLUMN. O5-1/4"x5-1/4" LVL COLUMN. O5-1/4"x7" LVL COLUMN. O7"x7" LVL COLUMN. OT 3-1/2"x11-7/8" LVL COLUMN. O - 0 - 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 & s" 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�1!' 10d .148" x 3" 12d .148" x 34' 16d .162" x 321, 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 w/(7) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" ❑META16 1 META20 w/(7) 10d x 1z' NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR LSTA18 (1)ply TRUSS (10)10d x 12" NAILS FRAME `�O 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'x23' TAPCONS H10A w/(18)10d x 12" NAILS OR - H10A 1015 H10A 1340 ❑ (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 El HTS20 w/(24)10d x 1-1' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24"TAPCONS (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: ' SIMP. HTS20 OR LSTA18 ❑ MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT NAILS & (18)4'x24" TAPCONS F-91 1 HTT4 w/ 18 16d x 22 8- NAILS & - EPDXY ANCHOR w/SIMP. ( )SET FRAME TO CMU 3640 4235 u EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 Efl HGT-2 w/(16)10d NAILS w/$ EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x22" TAPCONS 11 HTSM16 w/(8)1Od NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 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 " EPHOXY ANCHOR w/SIMP. SET LTT20B w/(10) 10d NAILS & a COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT 19 HTT4 w/(18) 16d x 22" NAILS w/a" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 SET EPDXY MIN. 7" EMBEDMENT (3)HTS20 w/(24)10d x 12" NAILS 20 ❑ (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ";, )=RAMS TO FRAME 3735 4350 ❑21 MSTCM40 W/( 14) 16d SINKERS AND (10) 1%4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5..50/10 W/ (63) 16d NAILS SIRDER TO COL./ BEAM 9100 4095 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 MISS,Ep,,IJSE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R'. FOR FURTHER REVIEW. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC48 w/(14)16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" PLATE TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x23' TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24"TAPCONS 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)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: ' SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: SIMP. META16 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x22" TAPCONS ON MASONRY: SIMP. META16 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. META16 B5.25x16 (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: LO W t-- 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND 00 ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED.J- --- _._...-....__...__ 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/ Z SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS W BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE z CONTINUOUS FROM FLOOR TO CEILING. O W� 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING EL � ADDITIONAL LOADS: ' O A) ALL CEILING HUNG SOFFITS AND SOFFITS U WITH CABINETS AS SHOWN ON PLANS. .M N B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. W C) O 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS x W OF ALL HARDWARE BEFORE INSTALLATION. aLO 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 m DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. V- -- CA 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. � W 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. ria 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ®0" OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO o•0. w o CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP " DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW �� ' % a q Z Z AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THEfro PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS CDQ 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 oo�a� opo ` 4p ¢ F NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF , `� ,�� _ _j CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS®�®�� RIwtA1\R�® U_ LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75Ib MIN POINT LOAD SHOULD BE � l ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED V O 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 ^^ OCllb ro THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. H U BUILDER NOTE: • 6 IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE M o c o TRUSS MANUFACTURERS LAYOUT a o ----STOP---- o 'II'I U ti� iE w AND CALL THE ENGINEER OF RECORD PRIOR TO U Q �� PLACEMENT OF ANY TRUSSES " z 0 0 NAILING SCHEDULE:"" a Q m 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 p n/ 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH.fy ,LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. 0 Z PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C:' y (D GABLE ENDS: W ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. c W 0 o AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER .�aC °zs Z N EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z Z` z z EXTERIOR WALLS: O W SEE WF10/SD4 FOR MORE INFO. U 0; Z a NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL'BE 8d RING SHANK NAILS. ,max W O Uj ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE Z-5 W U) Z y EQUIVALENT TO HAND DRIVEN NAILS, FASTENERS FOR PRESERV- ATIVELY o TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, W STAINLESS STEEL, SILICON BRONZE OR COPPER., THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTIM A 153. O APA SHEATHING NOTE: W 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED = Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. �- FLOOR FRAMING NOTES GENERAL NOTES ` 3 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSSCO. G �� 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE: -1F LIGHTWEIGHT CONCRETE ;OR -SELF r LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH, TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. Z Q.., i~n J A /O/�/� NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION O H 0 ' PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). 2 O R NAILS: NAILS USED IN ALL FLOOR'.ING APPLICATIONS SHALL.BE 8d, RING OR SPIRAL SHANK, ty W Im HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO O _ z HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES,AND 12" IN FIELD.U J V Z �QQ_- NOTES: O 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 STRUCTURAL ENG: CFG / BED MANUFACTURER.- 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND DRAFTING. ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH STRUCT: MRG DIMENSTIONS NOT SHOWN HERE. - - QC CHECK: CC JOB No. TM - 2150718 NOTES & CONNECTOR LEGEND SCALE: AS DATE: 06____ 06 INDICATED /23/2015 �u►u3, '-0"1/4"=1 �SANFORD) S4,1 _ 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 prohi STANDARD 2ND FLOOR FRAMING LO NOTES: w � r 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR 00 O 00 WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - -- - - - TO FOLLOW THE DETAILS INDICATED BELOW" Q OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z SHEATHING IS NOT CONTINUOUS) W OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS 0 SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z W SHEATHING IS NOT CONTINUOUS) 0 W 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. (.50 N WALL LEGEND o w ADD STRAPS TO � � EA. SIDE OF WALL -�- LO S06 = 10'-0" T.O.M. = 11'-0" T.O.M. SD5 m �_... � � 12'-0" T.O.M. = INTERIOR/EXTERIOR ata BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL W t� 07 rn o 0 0 0 0 0 0 0 o rn ao � �, c5 y1Q0 0 0 0 r �- 0 0 0 �O PLAN U.N.O. H2x10 H2x8 H2x8 - EXTERIOR FRAME WALL wlllll�,��W 4�, IZ o J07 J07 SCHEDULE M R m �• to �� 0 (TAYLOR O RISOLn 0f It J08 J08 0 ®� Am � Z Z WALLS WITH PLASTER OR STUCCO FINISHES ._t WALL HEIGHT STUD & SPECIES SPACING • -r Q J09 J09 •• �.:. 4 F A 4 8'-0" 2x4 SPF #1/#2 16" O.C. MAX " °`�� •••• • Q R09 9'-0" 2x4 SPF #1/#2 16" O.C. MAX dt�� !�°�� SO 1/111111% LL SD5 SD5 9'-4" 2x4 SPF #1/#2 16" O.C. MAX R10 10'-0" 2x4 SYP #2 12" O.C. MAX r l V R11 EXTERIOR FRAME WALL NOTES . ° 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER END ZONE ARE TO ^ p �04�t CY, BE 2 -PLY BUILT UP MEMBERS (SPECIES AND SPACING AS NOTED INo N R12 CHART ABOVE). SEE DETAIL WF08/SD4 FOR BUILT UP STUD NAILING PATTERN. o N 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING AND p z R13 NAILING PATTERN. �' U o 0 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF Z _-------- .__-_-_-- _-__m_-__ ___ ___ R13 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN rr �ll°"" 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR ati V REVIEW OF EXTERIOR STUDS x Z��1ti -- - 3. SEE DETAIL WS02/SD5 FOR FRAMING REQUIREMENTS FOR — R13 EXTERIOR 2x6 / 2x8 FRAME WALLS. O Q 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. o III r R13 5. IF EXTERIOR FRAME WALL IS NOT SUPPORTING PLASTER OR Q m 64 III STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. —R13 -- --- ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B III R13 z Cn V R12 zW p _ _.016 .WWW_ R11 (D N III z Z� 2 J R10 SO4 III SO Q V) SD5 SD5 a R14 LLOZ 4 A A 4 LL QNE- _ J �„� o J09 _. _....._� —�� - R 15 r (V 0 > O J08 R15 O III o w A _ _ J07 R16 c� 0 H2x8 J 13' R17 1- 0 M 0 0 0 0o J12 C) 0 0 R21 J07 `" o J14 14 3ti A o — iii 11 - <;•T122X8 o Z A W ... ocw0 1 opo �Wm o � �>-zo LLJ Q STRUCTURAL ENG: CFG /BED DRAFTING: STRUCT MRG ,QGCHECK: CC .. ,...... _ JOB No. TM - 2150718 SCALE ROOF FRAMING PLAN --- - AS INDICATED --- ---------- DATE: 06/23/2015 .: NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND SANFORD S4.2 a�." 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 tranfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i W z ° CORNERS "U" BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O PRECAST LINTEL LOAD TABLE ° . NO GENERAL CONCRETE LINTEL SCHEDULE "B" TYPI AL SHEAR WALL SEGMENT "D" "A" "B" P,C11 „D" #3 d 41/4 7 4 CONTRACTOR TO AT PRECAST METAL LATH OR #4 21/2 5 5/8 91/2 20 3 55/8 121/2 ° #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 VERIFY THE GROUT PROVIDE LINTEL W/ 3000 WIRE SCREEN 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 APPROVED LINTEL MANUFACTURERS: In IS LEVEL WITH TOP STANDARD #5 psi CONC. PER OVER COURSES LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWINGr 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 PROPER TRUSS/ OTHER BARS INTO REBAR IS BE FILLED. TYPICAL TRUSS ANCHOR PER PLAN STANDARD LINTEL NOTES Q o 00 STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 81724-113/13F24-013 8F32 -113/81732-01B FLOOR SYSTEM CORNER AS REQ'D INDICATED IN (SHEET METAL & 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. BEARING (MIN 3") LINTEL, #5 TO BE '; PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 HOOKED INTO ''. PROHIBITED) NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 2'-2" 1783 3069 / 3069 6113 / 5163 8974 /8054 10000 / 10000 SIDE VERTICALS STANDARD 90 DEGREE HOOK 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. _ Q 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113 / 2931 8672/4576 10000/6224 °d , . 4 . ° . d ,. a 8" BEARING EA. END ~ 4._ a ° °' -a 4. ° a'' ° a' —' "— — .- _° ' ' 4 — a w TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL z W _ 3 4 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 ° ° '� o ° e , — a ° BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 0 °.4 ° • REBAR INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 4'-6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 II ° .' . °', a. •.' ° O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Z co 5'-2" 570 1232/1232 3480 /2580 8360/3586 8825/4592 0'd ° 14. I.° �. a �- Uj 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 ' °. 4 ; •° ° o 4 ° ° .e ° °. I .° _ z. 5 Y LINTEL DEEPER THAN S BEEN VERIFIED TO WORK AS A MIN. OR THE LOAD (*) AN 32" HAS V 32" F O 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 • d 4 � a CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS D. IOfT11- ° 4 A N I° W ADEQUATE FOR THE LOADS. 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 4I cn G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS (� 0 N 9'-2" 315 618/535 1533/1247 2781 /1946 4754/24896. 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY z °° WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. Q O 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11 -2 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 ROUGH OPENING PER PLAN Id 4 4 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL W 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 of w STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS c +- 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 a 4 #5 DIA. REBAR13'-4" U 0 328/0 1234/0 1779/0 2662/0rn (.) W z 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS LU 16'-0" 0 284/0 950/0 1379/0 1997/0 ILL 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. c j z 18'-8"1468 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. " W OQtl t Q I ' 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ° 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 ° GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH ° . NO -SHEAR WALLAT OPENING "B" TYPI AL SHEAR WALL SEGMENT "D" "A" "B" P,C11 „D" #3 d 41/4 7 4 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 ° #5 31/8 7 113/4 25 33/4 7 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS LU 16'-0" 0 284/0 950/0 1379/0 1997/0 ILL 18'-0" 0 211/0 750/0 1177/0 1676/0 1. fc PRECAST LINTELS = 3500 PSI. c j z 18'-8"1468 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. " W OQtl t Q I ' 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ° 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 8" x 8" x 16" CMU U.N.O. 22'4" 0 11d/0 1 450/0 824 / 0 1147/0 STRENGTH = 1900 PSL RECESSED LINTELS -FILLED 1111I1i1 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. o Me °r® 4. d ' O p 2 -41 1694 / 1694 3725 / 3280 5499 / 5421 ®�•�•• �� ° Ln of MD08/S5 FOR LAP INFO. 2 g 1425/1425 3343/3280 4933/4933 �+ u •• r-- ° PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE •; c��g Z Z FILLED CELL AND REBAR. TYP MORTAR 3'-4" 1081 /920 2769/1716 4085/2839 e Q ( ) LINTEL F = FILLED WITH GROUT U JOINTS SHOULD NOT BE CUT 4'4" 846/833 2121/1716 3127/2839 MARK`''" G • U = UNFILLED R = RECESSED REQUIREMENTS M �-I � 51-4" 664/572 1761/1761 2595/2595 a Q SEE FOUNDATION FOR FOOTING QUANTITY OF #5 REBAR @ 6 -4 526 / 434 1539 / 1539 1329 / 2267 O s �'• °®sy:. Q a 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY o • • 9 8F16-1B/1T •®• • » _j o 7'4" 480/322 1334/1334 1964/1552 �• ®� 4' � g _4 415/235 1152/1152 1694 / 1552 0 8F8-1B/1T �_ _ ®e _j (6D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP d�l►OII1 aq��` 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8RF14-1B/1T NOMINAL HEIGHT SCALE: 3/4" = 1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0NOMINAL WIDTH 8F16-1B/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ° TYPE DESIGNATION � U o 8RF14-013/1T • w �o f� 0 8F16-0B/1T _ 1-1/2" CLEAR �1 dN 0 O — 3� o8F20-1B/1T QiO #5 REBAR AT TOP MIN. (1) REQ'D z 8F20-OB/1 T MMM = 00o C.M.U. i0 9'-2" z _g 8RF22-1B/1T ao GROUT "' IOz #5 REBAR AT BOTTOM OF LINTEL F F O 8F24-1B/1T CAVITY OptiS�G 0 D BOTTOM REINFORCING,,PROVIDED �71 O 8RF22-0B/1T 7-5/8CTU IN LINTEL (VARIES) z O�ti� 8" NOMINAL WIDTH ... A SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 a M 8F24-0B/1T .,..•; . ,. ;• .. :<*' " 8RF30-1B/1T FILLED a • 8F32-1B/1T 1-1/2 CLEAR LINTEL PER PLAN P: t O 8RF30-0B/1T :.• ti TRANSOM OPENING -- t; ;; 0 8F32 -0B/1T U i� #5 REBAR AT TOP MIN. (1) REQ'D Q z C.M.U. z �-,41RAME .INFILL AROUND, O190 8F38-1B/1T oo WINDOW BY BUILDER .;' SEE FOUNDATION LO W QQ ,.. 8F12 -1B/1T - o� 5� SEE WF01/SD2 FOR ', `: PLAN FOR FILLED CELL O 0 z 0 MORE INFO INFO. MIN. (1) IS REQ'D io O BOTTOM REINFORCING PROVIDED °m 06 � •: 8F40-1B/1T` v " ON EITHER SIDE U.N.O. 7-5/8" ACTUAL IN LINTEL (VARIES) Z Ow 8F28 -1 B/1T 8" NOMINAL WIDTH 0 UNFILLED J _j 0 44. ---(2) 2X8 WOOD HEADER i� W Z a _ _ . TURNED SIDEWAYS. m w L6 1-1/2" CLEAR �, r FIRST PLY 2X8 TO z o DOOR OPENING MASONRY WALL W/ F C? = J 77 W Z 4, N o -" ,;#5'`REBAR AT TOP MIN. (1) REQ'D' J Z O SIMPSON HU526 HANGER w Q w J O @ EA. END. W/ (6) 3/16" 0x OU) w TOP KNOCK OUT/ LINTEL BLOCK 1-3/4" TAPCONS INTO �; o - � w 4 COURSE I-- MASONRY & (4) 10d X 1' ` 0 00 �- X WW 1/2" NAILS INTO HEADER.00 m Q <n e. #5 REBAR AT BOTTOM MIN. (1) W 2ND PLY TO 1ST PLY VW/ ti CrREQ'D _ 10d STAGGERED @ 6" O.C. 0 fw-�� 16 GA. POWERS STEELBOXED D0 LINTEL W/ TRANSOM DETAIL 7-5/8" ACTUAL LINTEL T-0' 8" NOMINAL WIDTH SCALE: 3/4" = V-0" POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH ° . NO -SHEAR WALLAT OPENING "B" TYPI AL SHEAR WALL SEGMENT "D" "A" "B" P,C11 „D" #3 17/8 41/4 7 8" x 8" x 16" CMU U.N.O. 22'4" 0 11d/0 1 450/0 824 / 0 1147/0 STRENGTH = 1900 PSL RECESSED LINTELS -FILLED 1111I1i1 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB BEAM w/ 1 #5 BAR W/ 3000 psi CONC. SEE 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. o Me °r® 4. d ' O p 2 -41 1694 / 1694 3725 / 3280 5499 / 5421 ®�•�•• �� ° Ln of MD08/S5 FOR LAP INFO. 2 g 1425/1425 3343/3280 4933/4933 �+ u •• r-- ° PROVIDE CLEAN OUT OPENING @GROUT 3'-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE •; c��g Z Z FILLED CELL AND REBAR. TYP MORTAR 3'-4" 1081 /920 2769/1716 4085/2839 e Q ( ) LINTEL F = FILLED WITH GROUT U JOINTS SHOULD NOT BE CUT 4'4" 846/833 2121/1716 3127/2839 MARK`''" G • U = UNFILLED R = RECESSED REQUIREMENTS M �-I � 51-4" 664/572 1761/1761 2595/2595 a Q SEE FOUNDATION FOR FOOTING QUANTITY OF #5 REBAR @ 6 -4 526 / 434 1539 / 1539 1329 / 2267 O s �'• °®sy:. Q a 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY o • • 9 8F16-1B/1T •®• • » _j o 7'4" 480/322 1334/1334 1964/1552 �• ®� 4' � g _4 415/235 1152/1152 1694 / 1552 0 8F8-1B/1T �_ _ ®e _j (6D06 TYPICAL MASONRY CONSTRUCTION QUANTITY OF #5 REBAR AT TOP d�l►OII1 aq��` 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O 8RF14-1B/1T NOMINAL HEIGHT SCALE: 3/4" = 1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0NOMINAL WIDTH 8F16-1B/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ° TYPE DESIGNATION � U o 8RF14-013/1T • w �o f� 0 8F16-0B/1T _ 1-1/2" CLEAR �1 dN 0 O — 3� o8F20-1B/1T QiO #5 REBAR AT TOP MIN. (1) REQ'D z 8F20-OB/1 T MMM = 00o C.M.U. i0 9'-2" z _g 8RF22-1B/1T ao GROUT "' IOz #5 REBAR AT BOTTOM OF LINTEL F F O 8F24-1B/1T CAVITY OptiS�G 0 D BOTTOM REINFORCING,,PROVIDED �71 O 8RF22-0B/1T 7-5/8CTU IN LINTEL (VARIES) z O�ti� 8" NOMINAL WIDTH ... A SEE PLAN FOR TOP OF WALL AND LINTEL INFO 0 a M 8F24-0B/1T .,..•; . ,. ;• .. :<*' " 8RF30-1B/1T FILLED a • 8F32-1B/1T 1-1/2 CLEAR LINTEL PER PLAN P: t O 8RF30-0B/1T :.• ti TRANSOM OPENING -- t; ;; 0 8F32 -0B/1T U i� #5 REBAR AT TOP MIN. (1) REQ'D Q z C.M.U. z �-,41RAME .INFILL AROUND, O190 8F38-1B/1T oo WINDOW BY BUILDER .;' SEE FOUNDATION LO W QQ ,.. 8F12 -1B/1T - o� 5� SEE WF01/SD2 FOR ', `: PLAN FOR FILLED CELL O 0 z 0 MORE INFO INFO. MIN. (1) IS REQ'D io O BOTTOM REINFORCING PROVIDED °m 06 � •: 8F40-1B/1T` v " ON EITHER SIDE U.N.O. 7-5/8" ACTUAL IN LINTEL (VARIES) Z Ow 8F28 -1 B/1T 8" NOMINAL WIDTH 0 UNFILLED J _j 0 44. ---(2) 2X8 WOOD HEADER i� W Z a _ _ . TURNED SIDEWAYS. m w L6 1-1/2" CLEAR �, r FIRST PLY 2X8 TO z o DOOR OPENING MASONRY WALL W/ F C? = J 77 W Z 4, N o -" ,;#5'`REBAR AT TOP MIN. (1) REQ'D' J Z O SIMPSON HU526 HANGER w Q w J O @ EA. END. W/ (6) 3/16" 0x OU) w TOP KNOCK OUT/ LINTEL BLOCK 1-3/4" TAPCONS INTO �; o - � w 4 COURSE I-- MASONRY & (4) 10d X 1' ` 0 00 �- X WW 1/2" NAILS INTO HEADER.00 m Q <n e. #5 REBAR AT BOTTOM MIN. (1) W 2ND PLY TO 1ST PLY VW/ ti CrREQ'D _ 10d STAGGERED @ 6" O.C. 0 fw-�� 16 GA. POWERS STEELBOXED D0 LINTEL W/ TRANSOM DETAIL 7-5/8" ACTUAL LINTEL T-0' 8" NOMINAL WIDTH SCALE: 3/4" = V-0" POWERS STEEL REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND O LENGTH LAP SPLICE "A" "B" „C„ "D" "A" "B" P,C11 „D" #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 42 SAFE LOAD TABLE NOTES D 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Maw LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. C �� 2. 0 = NOT RATED. 16'-0" 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN. APPROVAL FROM EOR Z O 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q LU 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. W O 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Q �, LINTEL PLAN CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D=AWAY FROM THE FACE O OF p SUPPORT. W s 1/$"=1'-0" 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. _ Z 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. _j V �- Z O �- Uj Q . ° #3=2%" ' v N #4= 2/z ' 4 A. -STRUCTURAL ENG' C-FG-- BED ° #5 = 272" + DRAFTING: #6 ° ° #7=3 %z" _. -STRUCT: MRG 4 U QC CHECK: CC - G JOB No. TM - 2150718 _. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD, 180° HOOK SANFORD SCALE AS INDICATED - -- ._................ DATE: 06/23/2015 (6 D08 REBAR SPLICE DETAIL SCALE: 3/4" = V-0.. S5 COPYRIGHT MCD 2014: The information contained in thiis 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 its strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO TIE BEAM SPLICE TO IF BRG. WALL ABOVE- 2x BRG WALL PER HOLD BRG WALL BACK u7 BE MIN. 25" GROUT 1/2" J -BOLT W/ MIN. 6" SO GYP FINISH IS 2x BRG WALL PER W I� BE MIN. 25" GROUT PLAN AND BEARING CELL SOLID CELL SOLID PAST DEEPEST STEP FLUSH w/ FOUNDATION PLAN AND BEARING MASONRY WALL �I REQ'D WALL SCHEDULE Q I MASONRY WALL �� BELOW WALL SCHEDULE �• SEE PLAN I, SEE PLAN SII W CONC, SLAB PER (1) #5 CONT. w/ 1-1/2" MIN 400 Q FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. CONC. SLAB PER CONCRETE SLAB PER I� � > I CONCRETE SLAB PER FOUNDATION PLAN � II 2 1/4" I� FOUNDATION PLAN ¢ $ Z CONCRETE SLAB PER FOUNDATION PLAN CONC. SLAB PER I g FOUNDATION PLAN Z Z w FOUNDATION PLAN Q VARIES ° j w u g 2x PT SILL PLATE F.. a °... a SEE PLAN a I w m ai a g > 2x P.T. SILL PLATE z e. 4 co q . �d GRADE I q" co GRADE _. - I—I�II _II II �—)I°I ,I•I --I _— dI—�. I I=° I _A�= °.II_ qI a I— _ —III—IIIIII—I I I==II,I _� — In_ I, I L'e' =_ab • 'I1I •aLqa• .q� 4 Z -45� a Q I II 11=='e �-1•II—. II;II'.I.=II.II ,I I— Z U) 14. qI Iz O WW Q �oj 10 o _° _ _ o U_ - o (2) #5 BARS CONT. UN(2) #5 BARS CONT. W/ 3 COVER TYP. CLEAN COMPACTED 17 16" R CLEAN COMPACTED VER W31 " > 8 $ 0FILL @ 95% STANDARD CLEAN COMPACTED -,r RIP FILL @ 95% STANDARD 1 -4 DENSITY 1'-4" DENSITY FILL @ 95% STANDARD (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. wv/ 3" CLEAN COMPACTE c -a DENSITY t COVER TYP.; AT 8 8' FILL @ 95% STANDARD D a (2) #5 BARS CONT. w/ 3 2 -STORY COND. (3) #5 DENSITY COVER TYP.; AT FILL @ 95% STANDARD LO 2 -STORY COND. DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG COVER TYP.; AT CLEAN COMPACTED BARS REQ'D &FTG TO (3) #5 � Um SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS 2 -STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO 00 BE 20" WIDE --. - _ BARS REQ'D &FTG TO DENSITY BE 20" WIDE 4FO�TYPICAL EXTERIOR FOOTING fiFO�TYPICAL GARAGE. CURB FOOTING F03 NON-BEARING SLAB STEP DOWN AF 0 DOUBLE STEP FOOTING _ 4FO�BEARING SLAB STEP DOWN AF0 .FOOTING AT INTERIOR BEARING � %% 3/4"=1' -Orr 3/4"=V-0" -0" 3/4"=1'" -0 OPT, MASONRY CURB 34 "=1'-0" � ®•••" • d�.m� a o •• ••• a- ti ® • C @ELEV. 0'-0" w/ (1) #5 �; W 04 o CONT. BAR VERIFY W/ DETAILS FOR REQ'D •0 VERIFY W/ DETAILS FOR REQ'D SLOPED GROUT TO STEEL AT 2 STORY LOCATIONSS Z STEEL AT 2 STORY LOCATIONS Z U ,, < U II DRAIN • m� . _jOPTIONAL CURB BY �p A ffg:m BUILDER MIN. 24" BEFORE I° e 4' v MASONRY WALL �� ••® •®. ® p Z CONC. SLAB PER a I. a M SEE PLAN "°✓ •••��• *®� Q 8 x12 THICKENED ANOTHER STEP a I ® J CONC. SLAB PER FOUNDATION PLAN I .. a , . O 8' g SLAB w/ 1 #5 CONT. O ° ° OUNDA ON PLAN r //1111111 �, U_ FOUNDATION PLAN w/ 3" COVER TYP. I ° I '° e' ' W SLOPECONCSLAB PER (1) #5 FROM FTG. TOldw� �- #5 CONT. TIE BEAM MIN. 25 M +'PER MFG SPLICE GROUT CELL REINFORCEMENT SEE e a p.• ' " • GRADE �- a° ° ° p Ie ° '° I SOLID i tl4 ° ° } I4 4 .I FOUNDATION PLAN PER PLANS °i,- _ __ - cn �e r. .� � � � I- w FOR QUANTITY __ _ , 1-1 11—I I I—I 11=1 I +' ' __ q a'' Q q a e <p mob' �''�� w�:� W a -I - e a''. THRESHOLD PER MFG I v� tl„ I =1 I=1II=11 - -_ -I °cl a #5 x 25 x 25 CORNER a .a a:. A -1-I- a . a ° .. ° L. BAR, ONE FOR EA. ` a:4 ° a e' r' 4 w 'hof ° °. a _ n _ 1-.� •—I I 1—III I I ----III I 1 r..... 11T ° '°. a 'q '° I� ('7 a. 4.. .e'. a a d .. 4 O Il 1 1 il,II — - _ -8 4" - -I - --- -8 _ a ° I q HORIZONTAL W - - 4 -_ - �y _= I I -I Ili III -=1 11- I - 1 q .. �a.:. --ILI_ I� CONC. SLAB PER U - _-1 civ a q FOUND U J ..-I I a I REBAR, TYP. U.N.O. W - a.' .. ° I �l a LLl W °.:� . ` rr �IY.� 4 , ? X�' I L.. a a 'e e a , Q I a - -� I I— I— U) • i�l , FOUNDATION AN C) W �... �:.�r �`0 1=I Wn � �� ' v ;_ I _ _ a • _. cn . vim' a — A, •. a° e' 4 w a• ,� �. e M -I I I I I II ..----�_..—I I I Z > �_ -_ _) I I _ 2 #5 CONT. (2) #5 BARS CONT. U o 1'-4' > III III I _ c) w/ 3 (2) #5 BARS CONT. U (2) #5 CONT. w/ 3'I - 16" MIN. = COVER TYP. ° SLOPE W/ 3 COVER TYP.; @ V-4" -- I - - I I- 2 -STORY CONDITION Z �� ,. t II PER MFG Nllp,+Il rr M COVER TYP. ! � I -� � (-11 I•-1 I �`-) 1 1-1 - (2) #5, BENT BARS w/ , ,•, .'� SLOPE EXT. SURFACE (3) #5 BARS w/ 20rr W/ 3 COVER TYP. ., . ,.., ,. ,. ,. . CLEAN COMPACTED MIN. 25" LAP SPLICE OR GRADE 1/4" PER WIDE FOOTING v FILL 95% STANDARD FOOT AWAY FROM CLEAN COMPACTED ti9 WHERE 2ND STORY OCCURS FTG @ SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY BUILDING FILL @ 95% STANDARD p p�� FILLER ELASTOMERIC JOINT DENSITY F1;0Im '...' M a Q OOTING @ SHOWER AT MASONRY FO THICKENED EDGE AF09� TYPICAL STEP FOOTING DETAIL 'TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL CMU - 3/4"=1'-0" 3/4"=1'-0° 3/4"=1' -Orr F1 FOOTING AT INTERIOR BEARING WITH 3/4"=1'-0" 3/4"=1'-0" FILLED CELL PER PLAN ® WOOD POST PER PLAN ...� FOR SIZE AND BASE Z � � 4r, CONNECTION GARAGE TOP COURSE TO BE o W, CHAIR BLOCKS. - - J —'� ENTIRE BASE TO BE oo v QZ FILLED SOLID C7` TOP VIEW @ CORNER z SEE ELEVATION � O J � _ v / O #5 CMU BASE w 1 CONC. SLAB PER 4 FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH Z O BEYOND CORNER. SEE FLR. a PLAN FOR BASE SIZE .a °� mq a ° ° I4a 1'' O Q Q ,N� a W DRIVEWAY BY z� SEE FOUNDATION FOR m o- - BUILDER- CONCRETE h I > .q (y_j PAVERS PAD SIZE I Q °. j, a w �-- ° CONC. SLAB OR 4 W LU F- °, 4a PAVERS PER PLAN ° >O W W -a -- ' - ' Q W CLEAN COMPACTED 4 FILL @ 95% STANDARD _ DENSITY q a.a R TYP. 8rx 8" THICKENED 8rr 3" COVE CLEAN COMPACTED °EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD I - DENSITY F1 THICKENED EDGE @ GARAGE DOORF1 FOOTING @ ENTRY MASONRY COLUMN NOT USED 3/4"=1'-0" 3/4"=1'-0" o TOP (2) #5 x 4'-0" CENTERED AT PIPE PVC OR SCH40 SLEEVE r' � PENETRATION Z F - 81r CMU - a. a A — a W TOP (2) #5 x 4'-0" PVC OR SCH'4p SLEEVE _ -- - a � � . . FINISH PER ELEV. ( I=1 CONC. SLAB PER CENTERED AT PIPE FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATIONIII- I I � I I � � Y , FINISH FLOOR -I - _I I I^I O Uj O ELEV. z c • 4 • a ''A M FINISH FLOOR _ - q-v�-�+i .y..; Yd PENETRATING _- �- I_I=-I- PIPE a I -I 1= _ IM —.. .e. . `GRADE PENETRATING PIPE - I I—I I -1 I- I- 0 (� - a .:. a. , •. a . SEE FDN. O Z LOOP TIE (TYP.) o I ° I I=1 °4 °.�©. rrr--�-1-r - I FOR 1,1 PLAN R FIN F. W SIZE0PIPE PERPENDICULAR TO FND =, i- 1- _ _ _ p , --- - _—I II I I—_III— TOP (2) #5 x 4'-0" PVC SLEEVE MIN. I ,..`-�-I - - FOOTING PER PLAN M z � + . `�• - ' I = _ _-_ I DIAMETER TO BE 2 I-=1 1=1 I I -III g I I �I 1=-= I =I CENTERED AT PIPE PIPE SIZES LARGER CLEAN COMPACTED (I I= I I - 11=--I I I � PENETRATION PVC OR SCH4p SLEEVE STRUCTURAL ENG: CFG / BED THAN THE FILL @ 95% STANDARD FOOTING PER PLAN —I I -1- SEE FDNPLANI=I I ,III DRAFTING: PENETRATING PIPE (SIDE VIEW) DENSITY FOR SIZE I I C. ° Q ° PVC SLEEVE I _ STRUCT MRG & REINF. - I -- .r a _ (FRONT VIEW) „ ... — QC CHECK: CC -I I- BUILD/N JOB No TM 2150718 PIPE VERTICAL THRU FDN =,I I--1 I a I =� I- - _ SCALE: AS INDICATED F1 TYPICAL FOUNDATION PENETRATIONS -1 i 1= — — I 1—' —1I °a ° III- DATE: 06/23/2015 I I ISI I I= -I NOT USED gr1�,n 3/4"=1'-0" PIPE PARALLEL TO FND ,. & , rR• D 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. ' PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"= 1 1-01, NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( PROVIDE STANDARD HOOK —� r.. r.:....:.. 4 .;.' — BLOCKING PE LU d 4" d N LL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING � �— (5) 3/8" DIA. J -BOLT W/ THREADED R( 5-1/2" EMBED, AT EA. PLANS. MIN.6 DOOR BRACKET, EA. END OF BRG. (1) #5 IN TIE BEAM MASONRY WP PROVIDE 1-1/2" x 3/16" 00 THICK WASHER W/ EA. BASE PLATE (1) #5 BAR IN PRECAST LINTEL �. CONNECTION BE 8" MAX. ABV. CURB, WALL SCHEDI REST EQ. SPACED (2) #5's VERTICAL IN w GROUT FILLED CELL Z ENTIRE COLUMN TO CL Uj BE GROUT FILLED U.N.O. w U) i � + , Z (A 'd (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) ` F W a � NOTE: SEE MD08 ON LINTEL PLAN FOR A 'f, � 17 jc _ Uo ADDIT'L REBAR INFO &0)),VERTICAL a N DETAIL REINFORCEMENT PRECAST LINTEL PER PLAN MASONRY WALL - SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET 1/2"= 1 1-01, NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS GARAGE BUCK DETAIL 2x6x12 P.T. CENTER SEE PLAN FOI BUCK FRAMING INF( 3/8" DIA. ANCHOR CENTERED BLOCKING PE WALL SCHEDI �— GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING � �— (5) 3/8" DIA. J -BOLT W/ THREADED R( 5-1/2" EMBED, AT EA. PLANS. MIN.6 DOOR BRACKET, EA. END OF BRG. SIDE OF DOOR. MASONRY WP PROVIDE 1-1/2" x 3/16" 00 THICK WASHER W/ EA. BASE PLATE ANCHOR. (1st BOLT TO J CONNECTION BE 8" MAX. ABV. CURB, WALL SCHEDI REST EQ. SPACED -24" O.C.) 1/2"= 1 1-01, LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU jfiDO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) (2) 2x TOP PLATE TYPICAL TIE BEAM w/ 3000 psi CONC. w/(1) #5 REBAR CONT. STD HOOK 2x P.T. STUD TYPICAL FILLED CELL w/ 3000 psi CONC. w/(1) #5 REBAR VERT. VERIFY w/ PLAN FOR REQ'D LOCATIONS CMU WALL PER PLAN (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBED. FOR HOLLOW BLOCK OR 3 1/2" EMBED. FOR SOLID BLK. MAX. 6" FROM TOP & BOTTOM PT BASE PLATE 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 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x TOP PLATE (2) 2x PLATE 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 2x6 Ill A" " " 2x8 3/16" x 3" 12" O.C. :::!2:j 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 N A 0 c.� L> <� 04 STRUCTURAL w SHEATHING 4'°°° Q Z "" TYP. TRUSS TO FRAME> . U CM CONNECTION PER STD. CONNECTOR p p NOTES°' ®®® J FRAME OUT TO BLOCK O EDGE �� °° ® �� LL � l 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE V OR TITEN HD @ 32"' (2) 2x #2 SYP SEE PLAN O (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH FOR BEAM SIZE (ONLY FOR BEAM SIZE END IF OPENING PROVIDED w �o PER PLAN) O 1Zbo m ( ) MIN. 2x4 SPF #2 KNEE - r i MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE c�.� I � HEADER SEE PLAN WALL WITH STUDS @ WALL WITH STUDS @ U 30 0 2x4 SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM WALL w/ STUDS @ 16 O �PLATE O.C. w/ STRUCTURAL � � o BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM c� OU Z SHEATHING ON BOTH SHEATHING ON BOTH 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d TOP OF WALL TO g O SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR NAILS -BOTTOM OF WALL. 17 WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSEZ k � ATTACHED PER 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER Kzq ARCH PER ELEV NAILING SCHEDULE H Sti W/ 6d NAILS @ 16 O.C. ;:. , NAILING SCHEDULE", S _oO�ti U (2) - Sd EACH END � NAILING SCHEDULE AT TOP AND TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL + OTHERWISE SP1 CLIPS t 2x BUCKS, rn AT TOP AND SP1 CLIPS BUILDER FRAME * ;, AT BASE ARE REQ'D O� END VIEW W/ WOOD AT BASE ARE RADIUS AS REQ'D � 0 REQUIRED a o0 ARCH WINDOW FRAMING DETAILSFO KNEEWALL AT DOWNSET BEAM A_F_0 KNEEWALL AT UPSET BEAM A�F�OKNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING 24" 0. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING "J 0 REQ'D TOP CHORD. SCHEDULE rte. Q ADD 2x4 VERTICAL @ o as TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH.TRUSS ATTACHMENTS 12 CONNECTION NOTES SINGLE TOP AND BASE T SUPPLIED BY A/C SEE W; CONNECTION PER STD CLOSURE WALL w/ (3)N Od NNAILS TYPICAL COMPANY PLAN V STANDARD TRUSS W, PLATE w/ (2) 16d NAILS AT EACH TRUSS TOP CHORD VARIES Z EXT. SHEATHING I�� TO TRUSS. STUDS @ y n n ATTACHED PER I� 24" O.C. &.EXT. _ TRUSS WEBS NOT � + NAILING SCHEDULE SHEATHING INSTALLED SHOWN FOR CLARITY 2x4 'X' BRACE ACROSS , FROM TOP OF I I PER NAILING PATTERN LENGTH OF: PRE-ENG.TRUSS PER < Z v KNEEWALL TO BOTTOM � O a OR SP2 CLIPS AT TOP SHEARWALL r-- _._ — — — — — — — — — PLAN, 24 O.C. MAX / 2x4 #2 SYP CROSS , ' � LL 2x4 AND SP1 CLIPS AT #2 SYP1.RIN AT' RUBRACING (AT 45°) W/ ROOFING MATERIAL W O NAIL SCAB TO TOP Q Z\l TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS BASE ARE REQ'D. i� CHORD WITH (3) 10d RUNS. TYP EACH SIDE coa W I— CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN J Z' 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24 BY SUPPLIER MIN. 24 O FOR CONNECTION W 2x4 BLOCKING CONDENSATE MIN 2x4 STUDS @ 16" � LAP W/ (2)��1�6d NAILS MAX 48" MAX 48" INFO I—• O/C MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION I— v TRUSS TOENAILED TO EACH SIDE SUPPLIER 2x P.T. PLATE DOUBLE TOP PLATE w/ TOP OF MASONRY LU 1/2" x 8" A.B. OR TITEN 10d NAILS @ 4" O.C. CONNECTi— — — — — — — — — — —I SUUPPLIEDIBY AON O BE � _ HD @ 32" O.C. & 6" STANDARD TRUSS — — — — — — — — — — COMPANY SEE ARCH PLANS FOR � .. �+.� FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD ""„ OVERHANG INFO ON BASE PLATE UPLIFT CONNECTOR DOUBLE TOP PLATE (SEE SCHEDULE) TOP KNOCK OUT BLOCKING UNDER A/C SUPPORTS _ BLOCKING 2x SYP IMP RE, ELEV. O ,. _.. _„ , FRAMED, WALL PER / S SON .. ..: �e COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O,H. CONT. PLANEND TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALLW0 PER SHEARWALL CONNECTION, TO TRUSS B01 A/C IN TRUSSES GROUT SocID o 3/4"=1'-0" 3/4"=1'-0" U) C 11 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. a _ TA1STUD T PRE -ENG TRUSS SLIT CHIMNEY CAP SPECS W/ 2" MIN. FLOOR PLAN Q CLEAR BETWEEN FLUE WINDOW PER > � i/ � F TOP OF CHIMNEY MIN. Z LS 8@32 O.C.OC.S U O , & FRAME B ROOF SHEATHING FOR STRAP `, J '`. 2 -0 ABOVE A POINT � O F i CONT. ROOF SHEATHING NAIL PER PLAN ! WITHIN 10'-0" OF THE GALVANIZED FLASHING A Q LM C NEAREST ROOF PRECAST CONC. OR 1 EXT. SHEATHING a/ i PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p / '.,, POWERS STEEL SILL 1 D � ,/� / ��, (1) SPH4 EVERY ATTACHED PER TYP. @ALL WINDOWS � O W 0 DD j TO TOP CHORDS OF TRUSSES BELOW WHEN ` , OTHER STUD TO NAILING SCHED. P 0, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE W IX BELOWAND CONNECT w/ HTS20 32" O.C. ;, m @ W 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN _ / 2x4 VERTICAL 24" Z GALVANIZED E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW ' °- O.C. MAX. w/ (4) 10d1 F FLASHING � U � Z NAILS TO BOTTOM + + }- (� W CHORD & (3) 10d NAILS J F 2x PLATES OVER ROOF DECK PER VALLEY I I, K TO TOP CHORD; NOTE . �: MAIN FLOOR H A H A FRAMING DETAIL ', ,, IF WALL HEIGHT IS ` �� (4) 16d COMMONS ELEV 0 -0 � / :. / BETWEEN 4FT &BFT, G B + NAILED @ EACH END USE 2x6 SYP #2 STUDS + CONC, SLAB - , � ,, ', + VERT REINF. BEYOND. e DOUBLE TOP. PLATE , SEE FOUNDATION , 2x4 BLOCKING W/ 2 PLAN FOR MORE INFO ----:--- STRUCTURAL ENG: CFG / BED ' / . ✓ SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING O III=III I I_ -- - / C DRAFTING: , �'', G . 16d COMMONS END RAFTER NAILED TO VERTICAL 2x4 BLOCKING W/ 2 + O I I MASONRY @-STRUCT: MRG 2x4's COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 16d COMMONS END - / E I (= PLAN E � QC CHECK CG NAILED TO VERTICAL FINISH PER ARCH FIN SANF ---- _. --- J STRUCTURAL SHEATHING PER PLAN AND ROOF SEE FOUNDATION ORrO F S 2X4's + + JOB No. TM - 2150718 ` G + + DETAILS FOR FTG INFO SFA - --- ----- G CURVED ROOF TRUSSES PER PLAN OR CURVED SCALE: AS INDICATED TRUSS PER PLAN -- .-._.....- K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING . T DATE: 06/23/2015 NAILED @ 6" O.C. STAGGERED :. NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D F01 DORMER FRAMING DETAIL M'0 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" SD2 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. W r Q � 0 00 J Z Uj 0_ Z (A W Uo N W � Q 0 N LA U C3 m LL A 0 c.� L> <� 04 STRUCTURAL w SHEATHING 4'°°° Q Z "" TYP. TRUSS TO FRAME> . U CM CONNECTION PER STD. CONNECTOR p p NOTES°' ®®® J FRAME OUT TO BLOCK O EDGE �� °° ® �� LL � l 1/2" x 8" ANCHOR BOLT (2) 2x TOP PLATE V OR TITEN HD @ 32"' (2) 2x #2 SYP SEE PLAN O (2) 2x #2 SYP SEE PLANO.C. & 6" FROM EACH FOR BEAM SIZE (ONLY FOR BEAM SIZE END IF OPENING PROVIDED w �o PER PLAN) O 1Zbo m ( ) MIN. 2x4 SPF #2 KNEE - r i MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE c�.� I � HEADER SEE PLAN WALL WITH STUDS @ WALL WITH STUDS @ U 30 0 2x4 SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM WALL w/ STUDS @ 16 O �PLATE O.C. w/ STRUCTURAL � � o BLOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING FROM c� OU Z SHEATHING ON BOTH SHEATHING ON BOTH 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d TOP OF WALL TO g O SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR NAILS -BOTTOM OF WALL. 17 WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSEZ k � ATTACHED PER 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER Kzq ARCH PER ELEV NAILING SCHEDULE H Sti W/ 6d NAILS @ 16 O.C. ;:. , NAILING SCHEDULE", S _oO�ti U (2) - Sd EACH END � NAILING SCHEDULE AT TOP AND TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS I MASONRY WALL + OTHERWISE SP1 CLIPS t 2x BUCKS, rn AT TOP AND SP1 CLIPS BUILDER FRAME * ;, AT BASE ARE REQ'D O� END VIEW W/ WOOD AT BASE ARE RADIUS AS REQ'D � 0 REQUIRED a o0 ARCH WINDOW FRAMING DETAILSFO KNEEWALL AT DOWNSET BEAM A_F_0 KNEEWALL AT UPSET BEAM A�F�OKNEEWALL OVER MASONRY WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" PRE-ENGINEERED 12 NAIL SCAB TO TOP IF A/C IS SUSPENDED TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ROOF SHEATHING 24" 0. C. MAX. DOUBLE 2x TOP PLATE NAILS 2x4 #2 SYP BLOCKING ATTACH PER NAILING "J 0 REQ'D TOP CHORD. SCHEDULE rte. Q ADD 2x4 VERTICAL @ o as TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH.TRUSS ATTACHMENTS 12 CONNECTION NOTES SINGLE TOP AND BASE T SUPPLIED BY A/C SEE W; CONNECTION PER STD CLOSURE WALL w/ (3)N Od NNAILS TYPICAL COMPANY PLAN V STANDARD TRUSS W, PLATE w/ (2) 16d NAILS AT EACH TRUSS TOP CHORD VARIES Z EXT. SHEATHING I�� TO TRUSS. STUDS @ y n n ATTACHED PER I� 24" O.C. &.EXT. _ TRUSS WEBS NOT � + NAILING SCHEDULE SHEATHING INSTALLED SHOWN FOR CLARITY 2x4 'X' BRACE ACROSS , FROM TOP OF I I PER NAILING PATTERN LENGTH OF: PRE-ENG.TRUSS PER < Z v KNEEWALL TO BOTTOM � O a OR SP2 CLIPS AT TOP SHEARWALL r-- _._ — — — — — — — — — PLAN, 24 O.C. MAX / 2x4 #2 SYP CROSS , ' � LL 2x4 AND SP1 CLIPS AT #2 SYP1.RIN AT' RUBRACING (AT 45°) W/ ROOFING MATERIAL W O NAIL SCAB TO TOP Q Z\l TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS BASE ARE REQ'D. i� CHORD WITH (3) 10d RUNS. TYP EACH SIDE coa W I— CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN J Z' 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24 BY SUPPLIER MIN. 24 O FOR CONNECTION W 2x4 BLOCKING CONDENSATE MIN 2x4 STUDS @ 16" � LAP W/ (2)��1�6d NAILS MAX 48" MAX 48" INFO I—• O/C MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION I— v TRUSS TOENAILED TO EACH SIDE SUPPLIER 2x P.T. PLATE DOUBLE TOP PLATE w/ TOP OF MASONRY LU 1/2" x 8" A.B. OR TITEN 10d NAILS @ 4" O.C. CONNECTi— — — — — — — — — — —I SUUPPLIEDIBY AON O BE � _ HD @ 32" O.C. & 6" STANDARD TRUSS — — — — — — — — — — COMPANY SEE ARCH PLANS FOR � .. �+.� FROM EA. END, CENTER TRUSS PER PLAN BOTTOM CHORD ""„ OVERHANG INFO ON BASE PLATE UPLIFT CONNECTOR DOUBLE TOP PLATE (SEE SCHEDULE) TOP KNOCK OUT BLOCKING UNDER A/C SUPPORTS _ BLOCKING 2x SYP IMP RE, ELEV. O ,. _.. _„ , FRAMED, WALL PER / S SON .. ..: �e COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O,H. CONT. PLANEND TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALLW0 PER SHEARWALL CONNECTION, TO TRUSS B01 A/C IN TRUSSES GROUT SocID o 3/4"=1'-0" 3/4"=1'-0" U) C 11 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. a _ TA1STUD T PRE -ENG TRUSS SLIT CHIMNEY CAP SPECS W/ 2" MIN. FLOOR PLAN Q CLEAR BETWEEN FLUE WINDOW PER > � i/ � F TOP OF CHIMNEY MIN. Z LS 8@32 O.C.OC.S U O , & FRAME B ROOF SHEATHING FOR STRAP `, J '`. 2 -0 ABOVE A POINT � O F i CONT. ROOF SHEATHING NAIL PER PLAN ! WITHIN 10'-0" OF THE GALVANIZED FLASHING A Q LM C NEAREST ROOF PRECAST CONC. OR 1 EXT. SHEATHING a/ i PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p / '.,, POWERS STEEL SILL 1 D � ,/� / ��, (1) SPH4 EVERY ATTACHED PER TYP. @ALL WINDOWS � O W 0 DD j TO TOP CHORDS OF TRUSSES BELOW WHEN ` , OTHER STUD TO NAILING SCHED. P 0, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE W IX BELOWAND CONNECT w/ HTS20 32" O.C. ;, m @ W 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN _ / 2x4 VERTICAL 24" Z GALVANIZED E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW ' °- O.C. MAX. w/ (4) 10d1 F FLASHING � U � Z NAILS TO BOTTOM + + }- (� W CHORD & (3) 10d NAILS J F 2x PLATES OVER ROOF DECK PER VALLEY I I, K TO TOP CHORD; NOTE . �: MAIN FLOOR H A H A FRAMING DETAIL ', ,, IF WALL HEIGHT IS ` �� (4) 16d COMMONS ELEV 0 -0 � / :. / BETWEEN 4FT &BFT, G B + NAILED @ EACH END USE 2x6 SYP #2 STUDS + CONC, SLAB - , � ,, ', + VERT REINF. BEYOND. e DOUBLE TOP. PLATE , SEE FOUNDATION , 2x4 BLOCKING W/ 2 PLAN FOR MORE INFO ----:--- STRUCTURAL ENG: CFG / BED ' / . ✓ SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C GALVANIZED FLASHING O III=III I I_ -- - / C DRAFTING: , �'', G . 16d COMMONS END RAFTER NAILED TO VERTICAL 2x4 BLOCKING W/ 2 + O I I MASONRY @-STRUCT: MRG 2x4's COMMON TRUSS PER PLAN OR CONV. FRAMING w/ 16d COMMONS END - / E I (= PLAN E � QC CHECK CG NAILED TO VERTICAL FINISH PER ARCH FIN SANF ---- _. --- J STRUCTURAL SHEATHING PER PLAN AND ROOF SEE FOUNDATION ORrO F S 2X4's + + JOB No. TM - 2150718 ` G + + DETAILS FOR FTG INFO SFA - --- ----- G CURVED ROOF TRUSSES PER PLAN OR CURVED SCALE: AS INDICATED TRUSS PER PLAN -- .-._.....- K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING . T DATE: 06/23/2015 NAILED @ 6" O.C. STAGGERED :. NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D F01 DORMER FRAMING DETAIL M'0 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 3/4"=1'-0" 3/4"=1'-0" SD2 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. J I LO SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" WHERE O.H. IS > V-0", DROP O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ, GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0 MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d � W NOTE: ALL GABLE BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. Q r BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS @ Q 00 SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER(4)CONNECT TO DROP GABLE WITH EA.DIAG, AS SHOWN. SHEATHING PER PLAN TO BE CONT. @ THE TO BE CONT. @ THE BAYS MIN (1) BAY AFTER BRACE IS REQ'D) H2.5 CLIP. MAX 2'-0" O.H. FASTEN ROOF TRANSITION FROM TRANSITION FROM SHEATHING TO V-0" MAX PLYWOOD CANT. O.H. J - BLOCKS w/8d NAILS SEE ELEV. FOR BEAM TO GABLE WALL TO GABLE X @ 6" O.C. O.H. SIZE < TRUSS TRUSS \ CONT. 2x4 Z DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE WHERE O.H. IS > 1'-0", W \ @ 48 O.C. TO 3RD DROP END GABLE w/ � " OUTLOOKERS @ 24" z W FASTEN SIDE WALL \ BAY REQ'D w/ O.C. TO RUN BACK TO O BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE 1ST COMMON TRUSS (5) 16d NAILS BRACE \ \ CHART WITH (3) 12d TOENAILS. � ' TO BLOCKING \ GABLE BRACING (+) CONNECT TO DROP SEE CHART GABLE WITH H2.5 CLIP. p EXT. SHEATHING; \ W SIMPSON H10A SIMPSON H10A ATTACH PER PLAN C) DIAGONAL TO BEAM DIAGONAL TO TOP MAX 2 -0 O.H. U) N PLATE PROVIDE 2x4 BRACE _ W C) TO EA. ADJ. DIAG. STRONGBACK IF REQ'D CONT. 2x4 "I LO FASTEN TO DIAG. w/(2) PER CHART BEAM CONNECTION FRAME WALL CONNECTION 16d""ILs. Co (5) 16d NAILS BRACE 2x4'S @ 24" O.C. ! U GABLE BRACING @ 48" = TO BLOCKING m Ln O.C. NOT REG'D 6' A A PROVIDE 2x4 BRACE GABLE END FROM EAVES - - GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN ra PER PLAN cQ.� W SHEATHING FASTEN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 45° PER PLAN. 16d NAILS. M W CONTRACTOR TO FIELD VERIFY WHICH SIMPSON H10A DIAG. CONDITION IS REQUIRED. CONTACT EOR OR ADDITIONAL INFO AS REQ'D TO BLOCKING ®ao�o�000 ®°°�a a ti ° CD N SIMPSON A23 @EACH °' �° a c`,•) W BRACE TO PLATE A35 DIAGONAL TO % o TRUSS BOT. CHORD GABLE BRACING CHART z z 3 1/4" HOLD 1/2" J -BOLTS w/ GABLE BRACING @ 48" PROVIDE 2x BLOCKING, PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6 H GABLE BRACING + SEE GABLE O.C. MAX. 45° FROM FOR NAILING " 2x4 SYP #2 BRACING CONNECTION DETAIL o ® °o® ® M Q CLG. NAILING SURFACE EMBED) MIN. 6 FROM @ � �� HORIZONTAL (+/- 10) o° EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w UP TO 4 -8 NO BRACE REQUIRED FOR REQ'D MAX. ATTACHMENT w/ (3) 10d w c CONNECTIONS BRACE NOT REQUIRED °`°. o°®°o W O TOENAILS EA. END 4'-8" < H _ 7'-0" (1) 2x4 BRACE 6' FROM EAVES. a J LL TRUSS PER PLAN ®� �� OJ PROVIDE 16d NAILS H zo 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) SEE PLAN FOR ®a►tlap�l GABLE END TRUSS TO < c� 2x TOP PLATE TO 2x4 ATTACHED TO EA. SUPPORT AND TIE PLT.@12" O.C. MAX. = U GABLE END W/ 16d I) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE GABLE 2x4 BRACE WITH DOWN OF JACK e4 o m NAILS @ 6" O.C. (2) 10d NAILS PROVIDE BLOCKING TRUSSES r l � 14'-0' < H 518'-8" STRONGBACK W/ (2) 2x4 BRACE I V O FRAMING FOR FALSE L i BETWEEN TRUSS BAYS p CMU WALL OR LINTEL = BEAM, IF REQ'D w/ (3) @ 48" O.C. FOR FIRST 3 M BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS 2x4 BRACE IF REQ'D BAYS SEE GABLE WALL PER PLAN � w of TIE BEAM COURSE w/ (1) 2x4 STUDS 24" O.C. w/ R REQ'D CONNECTION DETAIL c dll IIIIIIIII6 M BRACE @ SEE CHART. 10d COMMON NAILS O (1) MAY ALSO SHOWN #5 CONT. SINGLE BASE & TOP CONNECTIONS U III dJ a (FRAME PLATE w/ PLYWOOD FALSE BM PER PLAN ~� \ MASONRY) VIII, SHEATHING COVERING IF REQ'D STROO NGBAFROM CK TO z @6 °C DIAGONAL ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** o pq U p CMU WALL CONNECTION CLEAR SPAN CONNECTION GABLE VERTICAL z . R 2ND 2x4 BRACE IF� O x REQ'D, SEE CHART V P < .;:O�tiS� U -- c A -A GABLE VERTICAL BRACING 2x6 ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** z� o O� 10d COMMON NAILS @ 81, O.C. Q W a rGE-61 GABLE END @ FLAT CEILING CONNECTIONS rGE—O" GABLE END BRACING rGEO3 GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" � 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING(2) 2x TOP PLATE (� OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d ..J z 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. ROOF SHEATHING o o Q ' END NAILS EA. END (TYP.) (END NAIL PLTS. PER PLAN o TO STUD) TRUSS PER PLAN HEADER PER PLAN; DTC CLIP, (2) 8d NAILS SEE HEADER06 + 2x FASCIA w (2) 16d v INTO BLOCKING, (4) 8d SCHEDULE & NOTES W Uri END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE FOR ADDT'L INFO. Z 2x4 OUTLOOKER @ 24" OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS I SIMPSON LSTA12 OR I-- O.C. MAX. w/ (2) 16d SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS @ —� END NAILS TO TRUSS ----,_@ EACH END .. 24 o.c. IF HEADER WITH HOLD WALL 3-1/2 DOUBLE TOP PLATE UPLIFT SPAN 4'-6" OR z 11-91,MAX. DOWN FOR 2x4 LEDGER W/ (2) 1IOd ¢ TRUSS PER PLAN TRUSS PER PLAN ' i MORE. n/ O. bOUTLOOKER NAILS @EACH WEB L.L SHEATHING PER PLAN EXTERIOR SHEATHING. t - TRUSS PER PLAN z I I 2x DOWNFRAME TO W W EXT. FINISH PER ARCHS g ATTACH PER PLAN U IL FROM TOP OF WALL I I DOOR AS REQ'D J Z O VARIES w TO BOTTOM I I- 1/2" x 8" J -BOLT @ 32" I I W 0I JL RAKED DOUBLE TOP O.C. AND 6" FROM EA. 2x8 #2 SPF STUDS AT END w/ NUT & WASHER 16" O.C. I I Ij Y PLATE CMU WALL PER PLAN +, DTC CLIP, (2) 8d NAILS --- —�' 242 SYP PT BASE I I W CEILING NAILER AS MSTAM-24 TYP. EA. INTO BLOCKING, (2) MASONRY WALL OR — x8 I 1/2" THREADED ROD REQ'D SIDE OF EA. STUD. MASONRY WALL OR • . ; 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" I I EA. SIDE OF HEADER C/) CENTERED BETWEEN LINTEL SEE PLAN '.`p° IN CMU. OR SIMPSON - ANCHOR BOLT OR 2x8 #2 SPF STUDS @ FRAME AND CMU SEE META16 TITEN HD @ 32" O.C. & I I PLATE & 6"DFROM JAMB 16" O.C. TYP. , „ WALL SPLICE DETAIL •. 6 FROM EACH END I I STUDS) w/ MIN 7 2x8 #2 SYP PT BASE FOR REQ'D FLASHING EMBED. INTO SLAB STD + VON DITION n CMU VAULTED CONDITION CMU I I ONLLY REQ'D @ BRG PLATE v WALL W/ UPLIFT I I GABLE END @ VAULTED CEILING 3/4"=1'-0" I . I I I HEADER STUDS PER 2x8 RIDGE BOARD SIMPSON DTC, (2) 8d I -A V1NAILS INTO BLOCKING, I HEADER SCHEDULE 2x6 COLLAR TIE HALF U.N.O. ON PLANS I— ( O TOP I cti Z O WAY UP HEIGHT OF ' � J 4) 8d -NAILS T � O VALLEY. FASTEN w/ (5) PLATE I A w I I 10d COMMON NAILS @ � Q W EACH END (TYP.) p Op 00 I ATTACH JAMB STUDS � � Y w I 2x6 RAFTER TO 2x8 RIDGE BOAR W/ A35 TRUSS PER PLAN TRUSS PER PLAN FN/C I PER WF08/SD4 O LU 1 o ON (1) SIDE OF co R RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS , LLJ m RAFTER TO OPP SIDE INTO BLOCKING, (2) = Z (AS SHOWN) „' 3/16" x 2 3/4" TAPCONS V J Z 24's @ 24" O.C. MAX. IN CMU. OR SIMPSON W �- O META16 2x4 SYP #2 BLOCKING, P.T BASE PLATE FASTEN SYP OR SPF O @ 24" O.G. W/ (2) 12d 2x6 (MIN.) PLATE THRU END NAILS @EACH SHEATHING PER PLAN 0 - STRUCTURAL ENG: CFG / BED DRAFTING: STRUCT: MRG gU1Lp/,yc QC CHECK: CC VALLEY TRUSSES) To STD CONDITION @FRAME WALL BEARIING CONDITION @ CMU WALL SAIVFp JOB No. TM - 2150718 2x PLATE WITH RD SIMPSON MTS12 OR , ... ,. o�A _ � SCALE: AS INDICATED LSTA12 & (5) 8d NAILS g RTM�� DATE: 06/23/2015 @ EA. RAFTER TO PLT. FIELD FRAMED VALLEY DETAILANON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED =` "h 1/2"- 3/4"= 1 1-01'-0"SD3 w - 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 W/ 1/4"x4-1/2" SIMPSON END. .. SDS SCREWS TO TOP LAY 2x4 BLOCKING — — — — - — CHORD OF EACH �''� WALL SHEATHING PER OVER THE TOP OF THE PLAN LINTEL PER PLAN TRUSS BELOW BOTTOM CHORD. � FASTEN CONV. 2x 2x WALL, SEE PLAN -- ATTACH W/ (2) 1 Od A �— VALLEY RAFTER NAILS @ EACH TRUSS FRAMING (OR PRE -ENG -NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0"LONG. TYP. � - r1: — PIPE OR DUCT W/ DOUBLE 2x4 TOP NOTES: PENETRATION OF 2 ROWS 10d @ 3" O.C. PLATE 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN MORE THAN 50% OF NAIL TOP PLATE TO 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION TOP PLATE WIDTH 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) PROVIDE 2x4 ON TOP BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" INSTALL SIMPSON 2x4 STUDS PER 10d NAILS OF 2x8 TO BLOCK OUT 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d LAP SPLICE 48" MIN & FRAMING PLAN TOP PLATE ATTACH W/ \ NAILS TYP. TOP &BOT. ( ATTACH PER NAILING 'JI�'I• — DOUBLE 10d @ 3" O.C. PATTERN ON THIS (SS 1OLI NAILS O.C. D BLOCK. W/ 2x6) DETAIL 10d x 3" COMMON TOP SPLICE ❑ 01 2 1/2" ❑ z❑ z w 1 1/2" w iv 2x4 BEYOND AGAINST 2x8 STUDS �N N "' 10d x 3" COMMC ATTACH 2x STUDS TO TOP PLATE W/ (4) 16d NAILS ((2) ON EA. SIDE) TYP. AT ALL EXTERIOR OVERLAP TOP PLATE 10d x 3" COMMON OPP: AT CORNER SIDE z U NAIL BOTTOM PLATE z I I a¢ 2 1/2" EDGE LO LLI H Q OUTSIDE (2) 2x4's EDGE DISTANCE 00 PER V_&AIL z 10dx3" � w Z oX w O N z 2„ z � v Z N ¢ O Lu °° °° d ' r x N CNw U 10d x 3" OPP. SIDE C) W ATTACH 2x STUDS TO CONDITIONS w U c TO CORNER STUD ¢- TOP PLATE W/ (4) 16d 00 0o U -)V PACK w/ (4) 10d NAILS U) NAILS ((2) ON EA. SIDE) 2x8 STUDS PER m TYP. AT ALL EXTERIOR FRAMING PLAN 10d x 3" COMMON CONDITIONS DEDISTANCE PER LL TOP SPLICE OPP. SIDE BOTTOM SPLICE OVER o STUD TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C cti > DOUBLE 2x8 TOP TOP PLATE TRANSITION (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's PLA,fi F0 TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 1-1/2"=1'-0" �e®`� 0- o 01 L.L 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING 3/8,, SHEATHING PER PLAN �p4 �� w o BEYOND 72 INSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS ,;f Z z 41 0-1 Uj z ROOF SHEATHING, U J = �`J NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON I _ 'A' = NAIL SPACING FASTEN PER PLAN °" ®° J a = -:J) ~ NAILS @ 3" O.C. Ole `SC OV Sc ROOF SHEATHING, • -„ t�S Q II I I II II II ❑ QF SHEATHING, 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 2�� N<qA TO FOO EN PER PLAN 2�<FR�AeTO FASTEN PER PLAN ®@e ,®°. Q II I I II II II a = O F- COMMON NAILS 3" O.C. 1/2 A 1/2" C'Tiy R(jS, �G'T,y T,Q� ��vass�� eQo J p ��_ �I_--------- a�zz � O,, S OF SS ®,� a�, _ U_ R w LD (D NAIL INT. W/ 8d COMMON NAILS @ 2" O.C. U.N.O. ON — o 0 o 11/_/ Oy ®�®Ol►1 wet®®�� III III II II ( WALL SHEATHING O w PLANS 2x4 FRAMING @ 24" III III II II I SPLICE, SEE SPLICE DETAIL. MAX 1/8" — STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. 2x4 #2 SYP CONT. w/ (2) III OPENING II ( II II 11 SPACE BETWEEN w w COMMON NAILS @ 3" O.C. O.C. MAX. PROVIDE (4) 10d x 3" 4 w � DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS III III I I I I PANELS z >_ @ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS V O III III I I ( I I U HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING NAILS AT JOINT � 3 -i PER -ENG TRUSSES MEMBER, TYP. (MAX. AROUND 2x STUDS BEYOND "- O 208 NAI S BOTTOM O.C. TO EACH TRUSS END OR @ 4" O.C. 10d NAILS \ USE 2 1/4" TAPCONS O III TYP. III II II II ❑ O STUD PER PLAN ). IF MASONRY, w o III III II II II J Q (> @ @ SHEATHNG SPLICE, Q OPENING SEE PLAN FOR MORE " VERTICAL MEMBER 1F GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ M N. 2" EMBED. i�, iwii„ Ilya Ii',jli,l fyl1� N III III II II II LL PER -ENG TRUSSES @ U INFO I-- H O SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. III -T I— — _j'1— III I I I I I LU = GYPSUM WALLBOARD z O NOTE: BLOCKING 2 I I I I I I II U¢ „ LEDGER E NAILS TO TRUSS CONNECTION O 8d TOE NAILS U cr>0 III I I ( I I I I I I ❑ w O 0 15/32 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT JOINT MAX. 1/8 GAP CMU WALL PER PLAN 2 II I = i- O PER PLAN TO LEDGER TRUSS PER PLAN o �,� p � tom RESISTANCE: NO OTHER FASTENERSREQ'D. EXCEPT 2x4 PT LEDGER W/ _---- _--_ „ „ 2x FRAME WALL PER „ l U- w O NAILS @ 6R O.C(2) 16d 1/4 x4" TAPCONS 12 N — — — — — � p N � AS NOTED ON PLANS. NAILING PER @ O — — — — — FLOOR SYSTEM Q "� SCHEDULE O.C. PLAN G�tiS U — — — — — — — — FOR SHEATHING SPLICE NOTE. SAME THICKNESS AND SEE ELEV. SEE ELEV. FOR • 2x4 BLOCKING PLACED -;,- . re...-„. WOOD/MASONRY CUT TO FIT 2x BOTTOM PLATE STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS O.H. SIZE O.H. SIZE FLATWISE (2) 16d WALL OR TRUSS, SEE 1 BEYOND SEE PLAN REQUIRED BETWEEN STUDS. NAILS EACH END PLAN (TRUSS SHOWN) o O ... OPENING SIZE01 SHEATHING SPLICE DETAIL CONDITION @ CMU WALL CONDITION @ FRAME WALL z SHEATHING DIAGRAM EXTERIOR SHEATHING TO BE HELD UP 1/8” THUS NOT � kin TO BEAR ON MASONRY OR CONCRETE UNLESS FELT - PAPER IS RPRESENT. MASONRY GAP BETWEEN SHEETS OF NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF MF�lEXTERIOR SHEATHING SCHEDULE PLYWOOD SHOULD BE MAINTAINED NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG DO2 LEDGER @LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS N.T.S. 3/4"=1'-0" OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, _ LAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF V J Z PLAN NAIL PER PLAN (2) 2x BUILT-UP COAL. SEE TRUSS P O BLOCKING @ 24" O.C. J � MORE INFO & MORE INFO & �' to DOUBLE TOP PLATE w/ (2) 16d END NAILS o SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE` CONNECTION CONNECTION EACH END Q o @ EACH STUD 12d NAILS @ EACH END ++ 1 p XXx�'" 06. t"z 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL �i Z PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF 0: ROOF TRUSS - SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. J . FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST + NAILING SCHEDULE & w/ (2) 16d END NAILS .J SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEi,, w/ (2)ROWS OF + ++ + + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2X8 TO UNDER SIDE OF z NAIL PER PLAN TALLER STUD) w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. '; TRUSS MEMBER MORE INFO & ROOF SHEATHING SEE PLAN FOR to ,; CONNECTION 2x8 w/ (2) 10d NAILS @ x. + U2 16 O.C, MAX. + TRUSS w/ (4) 12d NAILS CONNECTION STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL "" + ' Q �- 2x BRG WALL, SEE W i i TOENAILS INTO OTHER SEE WALL CLIP DETAIL LU PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN ca Z SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS TRUSS LINTELS FOR MORE INFO .q 0 UNDER GIRDER TRUSS MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL W LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN U.N.O. @ 24" O.C. w/ EXT. @ 24" O.C. w/ EXT. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER SHEATHING PER W W1 (2) 1%4" x 3 1/2" w/ (2) 1/4" x 3 1/2" + 2x BLOCKING NAILING SCHEDULE & NAILING SCHEDULE & TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (2) 2x TOP PLATE SPACED EVENLY SIMPSON LSTA24 EACH SPACED EVENLY (4) 12d NAILS EACH � _ TRUSS MEMBER TRUSS MEMBER STUD ATTACH 2x TO VERTICALLY VERTICALLY (/) 2x6 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 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) 10d 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 F1 STEP' @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM SO2 HEADER @ POCKET SLIDER w/ TRANSOM fSO3 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER c 3/4"=V-0" -0 3/4"=1 -0 1/2"=V-0" -0 1/2"=V-0" 1/2"=V-0" -0 1/2"=1 -0 to rr CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO O BEAM INTO LONG SPAN AS INDICATED ON BEAM STUDS w/ (2) 1/4" X 4'/" r SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SIMPS. SDS SCREWS @ F" J STRAP IS NOT REQUIRED. 16" O.C. MAX.; Z 0 A 0 TO GABLE END STUDS w EXTERIOR WALL/TRUSS (2) 1/4" X 3'/" SIMPS. SDS Q U EXT. BEAM PER PLAN PT POST PER PLAN SCREWS @ 16" O.C. LAP BEAM PLYS AND MAX.; 5 W 0 TO MASONRY w/ 2x6 PT 0 NAIL AS SHOWN (5) 10d SYP #2 LEDGER w/ (2) NAILS PER PLY 1/4" x 2 3/4" TAPCONS AT W m EXT. BEAM PER PLAN 12 12" O.C.0 = Z HTS20 CLIP FROM SIMPSON H3 CLIP SEE PLAN V Z 0 POST TO BEAM A 'w7 Q ---- SHEATHING PER PLAN E� PLAN VIEWTOP OF POST 2x4 SYP #2 LEDGER.O @ TO STUDS OR BEAM w/ (4) 10d NAILS FOR a°, 0 PT POST PER PLAN7CONV. FRAMED , (2) 1/4" X 4'/" SIMPS. MEMBERS ONLY ABU POST BASE PER SDS SCREWS @ 16" PLAN O.C. MAX.; .0 . 5/8" THREADED ROD w/ TO GABLE END STUDS STRUCTURAL ENG CFG /BED. 0; NUT SET IN ADHESIVE w/ (2) 1/4" X 3'/' SIMPS. 4'-0" MAX. DRAFTING SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS \ cr ;, II L_ '"-STRUCT: MRG \ / SEE FOUNDATION TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR ii PLAN FOR ADDITIONAL SYP #2 LEDGER w/ 1/4" QC CHECK: CC � PRE-ENGINEERED .... . JOB No. TM - 2150718 O.C. �U� J INFO x 2 3/4" TAPCONS @12., ROOF TRUSSES @ 24" gUILD� --- � - ' O.C. MAX. NG SCALE: AS INDICATED SIDE VIEW @ BASE OF POST SIMPSON H3 CLIP DESIGNED FOR SANFORD DATE: ----- 06/23/2015_ - SHINGLE ONLY N SDO� TYPICALSHED ROOF DETAIL - NOT USED N FRAMI G 71 3/4"=1'-0" 1/2"=11-011 3/4"=1'-0" :SD4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited., . SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN I 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 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. co GRADE TRUSS STRAP - SEE NOTE: ALL FLOOR PRE-ENGINEERED PRE-ENGINEERED NOTE: TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS -SEE STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR PRE-ENGINEERED OR SIM) IS PROVIDEDSTRUCTURAL COL PER STRUCTURAL COL PER SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS — ' ROOF TRUSSES AT 24 TRUSS STRAP - SEE PLAN FOR SIZE AND BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS REQ'D # OF STUDS 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 E SOLID SHEATHING @ HEADER CONNECTIONS SyFFT TOPPING INFO SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 x1-1/2" @ 24" O.C. STRAP (MAX 10° ANGLE) W/ (22) 1 Od (2) 2x SPF TOP PLATE NAILS. BEND STRAP N U.N.O. ON PLAN OVER TOP PLATE MIN. SLOPE 3", THEN RUN DOWN i HEADER - SEE 2ND SIMPSON MSTAM36 FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D DOUBLE 2x TOP PLATE JAMB STUDS SLOPED BALCONY EXTERIOR SHEATHING DOUBLE 2x TOP PLATE FROM TOP OF WALL IF HEADER IS UPSET TO BOT. RIBBON, NAIL TYPICAL TRUSS TO STRAP W/ (10) 1 O TO LOWER: (1) 2x SILL LOADING) W/ LUS26 OR PLATE w/ (2) 1 Od 2x BOTTOM PLATE TOENAILS. EXT. CONTRACTOR TO SEE WS11/SD5 FOR 2x BOTTOM PLATE PROVIDE ADEQUATE SIM. END CONDITION 4 * WATERPROOFING.. NO FRAME CONNECTION. STUDS & (8) 1/4" X' CONCRTE SLAB 3/4" FLOOR SHEATHING O 3/4" FLOOR SHEATHING U.N.O. ON PLAN i () SEE STANDARD 2-1/4" TITEN SCREWS HEADER - SEE 2ND N ATTACHED PER FLOOR PLAN FOR MIN. 0 ATTACHED PER HEADER SIZE & REQ'D x CONNECTOR NOTES TO LINTEL COURSE. JAMB STUDS NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 LOM USE SIMPSON STRAP (MAX 10° un MSTCM60 STRAP W/ IF HEADER IS UPSET A AND WINDOW IS U > ANGLE) W/ (22) 1 Od LOWER: (1) 2x SILL r_10 REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 4k 26" DEEP FACE OF JAMB STUDS/ PRE -ENG. FLOOR (IF TITENS ARE NOT IN HEADER SYSTEM - IF NO FLOOR LINTEL COURSE OR \ SYSTEM INSTALL INTO FILLED CELL USE (1) SIMPSON LSTA30 EXTERIOR SHEATHING FROM TOP OF WALL I KNEEWALL &PROVIDE SOLID BLOCKING 1/4" X 1 3/4" TITENS) 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 WS11 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 STUD PACK w/ 10d NAILS @ 8" O.C. THEN TRUSSES TO BE P.T. IFSTUDS @ 16" O.C. NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso TYPICAL GIRDER COL. @HIGH BEAM ATTACH SILL w/ (2) 1 O DBL. TOP PLATE F17 BARRIER (FELT PAPER TOE NAILS AT EA. END HDR. PER PLAN OR SIM) IS PROVIDED 3/4"=1'-0" 3/4"=1'-0" OF SILL (MAX OPEN'G 4'-0"). USE A35 2x STUDS, SEE I — REFER TO PLAN FORWIDTH 2x 2ND FLOOR STUDS CLIP AT EA. END FOR FRAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE A (2) SIMPSON LSTA18 OPENINGS GREATER SPACING AND GRADE I INFO. STRAPS CENTERED @ THAN 4' BUT LESS AND SEE ARCH PLAN I BEARING WALL PER FLOOR W/ (14) 1 Od THAN 6' TO VERIFY SIZE PLAN BEYOND SEE FLOOR FRAMING A A NAILS SIMPS. MSTAM36 w/ .INT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 1Od NAILS & (4) 1/4" MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF PER BEARING WALL FLOOR TRUSSES ARE 2x BOTTOM PLATE w/ SCHEDULE ATTACH 2x STUDS W/ (3) 2x STUDS 20"- 26" DEEP, USE (2) 12d AT 12" O.C. ------ 1/2" DIA. THREADED (2) SIMPSON LSTA18 V (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 3/4" FLOOR SHEATHING �. ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d ATTACHED PER I COL; SEE BRG WALL/ FLOOR w/ (14) 10d CALIFORNIA CORNER A -A SINKERS & (14) 1/4" X 2 NAILING SCHEDULE I 2 -STORY WALL NAILS ul (2) SIMPSON LSTA18 1/4" TITENS INSTEAD. FLOOR TRUSSES SEE I SECTION FOR MORE (2) SIMPSON META16 STRAPS CENTERED @ (IF TITENS ARE NOT IN LINTEL COURSE OR PLAN FOR DEPTH AND I INFO. FLOOR TRUSS TO FLOOR W/ (14) 1Od NAILS INTO FILLED CELL USE DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING — �=— �• : '.•'' I I=III=I INFORMATION FLUSH W/ FACE OF SCHEDULE I I I—� 3 " d � � .. �..:. I I—I � I— 1= —_�-I MSONRY ATTACHED ATTACH 2x STUDS W/ NOTE: ALL FLOOR -_ _ PER NAILING TRUSSES TO BE P T IF 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 E SOLID SHEATHING @ HEADER w SyFFT TOPPING INFO SIMPSON SP4 w/ (6) 10d SIMPSON LSTA30 x1-1/2" @ 24" O.C. STRAP (MAX 10° ANGLE) W/ (22) 1 Od (2) 2x SPF TOP PLATE NAILS. BEND STRAP N U.N.O. ON PLAN OVER TOP PLATE MIN. SLOPE 3", THEN RUN DOWN i HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D SCHEDULE JAMB STUDS SLOPED BALCONY EXTERIOR SHEATHING FROM TOP OF WALL IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN LOWER: (1) 2x SILL LOADING) W/ LUS26 OR PLATE w/ (2) 1 Od TOENAILS. EXT. CONTRACTOR TO 0s HEADER OPENINGS PLATE w/ (2) 1 O LESS THAN 4FT:(1) 2x TOENAILS. EXT. SILL PLATE w/ (2) 1 Od HEADER OPENINGS TOENAILS. OPENING LESS THAN 4FT:(1) 2x 11111I�i1/dr w v SILL PLATE w/ 2 10d /m�4 a LARGER THAN 4FT: (2) O .� 2x SILL PLATE w/ A35 TOENAILS. OPENING ��• '�� (2) 2x SILL AT WINDOW •• •• CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) •• �•� 1 � w o CRIPPLES 16 O.C. 2x SILL PLATE w/ A h� • �, @ AT EA. END NAILED TO ', s,� � Q z w/ 2 1Od TOENAILS CLIPS EACH SIDE w/ 2xm a O STUD PACK w/ 10d CRIPPLES 16" O.0 T&B (PLYWOOD NAILS @ 8" O.C. THEN @ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS " T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD,, Q SHEATHING REQ'D "� • ®• —� SEPARATE SHEATHING TOE NAILS AT EA. END mss ••••� q•6 _j OJ UNDER WINDOW OF SILL (MAX OPEN'G T&B) �� , L WIDTH 4'-0"). USE A35@° CLIP AT EA. END FOR 19a111 OPENINGS GREATER — THAN 4' BUT LESS -THAN 6' 0 2x TOP &BOT. SIMPSON LSTA30 w/ � 04.1. M 04 RIBBONS, CONT. (11) 1 O TO STUDS ABOVE PLATE U.N.O. SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS '— SEE FRAMING PLAN _A I1/8" GAP BETWEEN NO MOISTURE FOR FLOOR STANDARD CORNER A -A BARRIER (FELT PAPER SHEATHING AND ,�. OR SIM) IS PROVIDED �., CONNECTION MASONRY ` NOTE: IF WOOD WALL bR'BEAM BELOW USE SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR PROVIDE BLOCKING MASONRY WALL PER ( ) BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) %4'X2 %4" TITENS TO, MASONRY MASONRY WALL SEE FT MAX: DRAFT PLAN FOR MORE INFO STOPPING MATERIALS -0 MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER ASO 2nd FLOOR CORNER FRAMING ATTACHMENTMsok HEADER CONNECTION @ 2nd FLOOR ' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR 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 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS', SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 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 TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d O BOTTOM 12" O.C. PLATE W/ AGAINST TRUSS SHEATHING/ DRYWALL 2 12d 1 W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d2x4)NAILS;OO TOM TRUSS w/ ) FRAME 2x4 KNEE 16d NAILS; BOTTOM �+. WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON �f.. CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR El (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULEFOR 1/2" GYP. CLG BD OR (2) ROWS8d NAILS @: 3" O.C. TYP. WALLFOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTIONIN GARAGE (2) 5/8" TYPE "X" WHEN3" O.C. WALL I SHEATHING TO EA. (2) ROWS 8d NAILS @ IN GARAGE SHEATHING, TO SEE PLAN FOR RIBBON ,.r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER 3 O.C. WALL MASONRY WALL PER PLAN SHEATHING TO PLAN MASONRY OR MTS12 I.. I. M BOTTOM PLATE 1/8 GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURENO MOISTURE PAPER BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" 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 BARRIER (FELT 2x4 PT SILL PLT. IF SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED ) TYPICAL TWO STORY SECTION fi_si TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION Psi CANTILEVERED FLOOR TRUSS CONNECTION fiS1 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 W/ (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) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE:: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z < I SEE ARCH DWGS FOR w TOPPING INFO SOLID SHEATHING @ (— Z CL HEADER W SLOPE DECKING ATTACHED 0 SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" SIMPSON SP4 w/ (6) 10d 0 W LOADING) W/ LUS26 OR x 1-1/2" @ 24" O.C. LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR ' I PROVIDE ADEQUATE SIM. END CONDITION 4 * WATERPROOFING.. NO .L. CONCRTE SLAB (2) 2x SPF TOP PLATE O U.N.O. ON PLAN i () HEADER - SEE 2ND N FLOOR PLAN FOR MIN. 0 0 HEADER SIZE & REQ'D x JAMB STUDS LOM un IF HEADER IS UPSET A AND WINDOW IS U > LOWER: (1) 2x SILL r_10 w Q 0s HEADER OPENINGS PLATE w/ (2) 1 O LESS THAN 4FT:(1) 2x TOENAILS. EXT. SILL PLATE w/ (2) 1 Od HEADER OPENINGS TOENAILS. OPENING LESS THAN 4FT:(1) 2x 11111I�i1/dr w v SILL PLATE w/ 2 10d /m�4 a LARGER THAN 4FT: (2) O .� 2x SILL PLATE w/ A35 TOENAILS. OPENING ��• '�� (2) 2x SILL AT WINDOW •• •• CLIPS EACH SIDE w/ 2x w/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) •• �•� 1 � w o CRIPPLES 16 O.C. 2x SILL PLATE w/ A h� • �, @ AT EA. END NAILED TO ', s,� � Q z w/ 2 1Od TOENAILS CLIPS EACH SIDE w/ 2xm a O STUD PACK w/ 10d CRIPPLES 16" O.0 T&B (PLYWOOD NAILS @ 8" O.C. THEN @ SHEATHING REQ'D STUDS @ 16" O.C. w/ (2) 10d TOENAILS " T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD,, Q SHEATHING REQ'D "� • ®• —� SEPARATE SHEATHING TOE NAILS AT EA. END mss ••••� q•6 _j OJ UNDER WINDOW OF SILL (MAX OPEN'G T&B) �� , L WIDTH 4'-0"). USE A35@° CLIP AT EA. END FOR 19a111 OPENINGS GREATER — THAN 4' BUT LESS -THAN 6' 0 2x TOP &BOT. SIMPSON LSTA30 w/ � 04.1. M 04 RIBBONS, CONT. (11) 1 O TO STUDS ABOVE PLATE U.N.O. SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS '— SEE FRAMING PLAN _A I1/8" GAP BETWEEN NO MOISTURE FOR FLOOR STANDARD CORNER A -A BARRIER (FELT PAPER SHEATHING AND ,�. OR SIM) IS PROVIDED �., CONNECTION MASONRY ` NOTE: IF WOOD WALL bR'BEAM BELOW USE SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR PROVIDE BLOCKING MASONRY WALL PER ( ) BELOW JAMBS FLOOR SYSTEM DRAFT PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d STOPPING AT 1000 SQ SINKERS AND (14) %4'X2 %4" TITENS TO, MASONRY MASONRY WALL SEE FT MAX: DRAFT PLAN FOR MORE INFO STOPPING MATERIALS -0 MIN THICKNESS SHALL SO TYPICAL TWO STORY COL. @GIRDER ASO 2nd FLOOR CORNER FRAMING ATTACHMENTMsok HEADER CONNECTION @ 2nd FLOOR ' BE 1/2" GYP BOARD OR 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR 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 16" O.C. TOP AND ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE 2x STUDS', SEE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 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 TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE2x BLOCKING FOR 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. ATTACHMENT w/ (2) 12d O BOTTOM 12" O.C. PLATE W/ AGAINST TRUSS SHEATHING/ DRYWALL 2 12d 1 W/ (3) 12d NAILS EACH TOENAILS EA. END 2x SYP #2 RIBBON (MIN PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 16d2x4)NAILS;OO TOM TRUSS w/ ) FRAME 2x4 KNEE 16d NAILS; BOTTOM �+. WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON �f.. CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE FOUNDATION (MAX) CONNECTOR El (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULEFOR 1/2" GYP. CLG BD OR (2) ROWS8d NAILS @: 3" O.C. TYP. WALLFOR HANGER (2) 5/8" TYPE "X" WHEN CONNECTIONIN GARAGE (2) 5/8" TYPE "X" WHEN3" O.C. WALL I SHEATHING TO EA. (2) ROWS 8d NAILS @ IN GARAGE SHEATHING, TO SEE PLAN FOR RIBBON ,.r BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER 3 O.C. WALL MASONRY WALL PER PLAN SHEATHING TO PLAN MASONRY OR MTS12 I.. I. M BOTTOM PLATE 1/8 GAP BETWEEN AT WOOD NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF MASONRY OR FRAME TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURENO MOISTURE PAPER BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" 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 BARRIER (FELT 2x4 PT SILL PLT. IF SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED ) TYPICAL TWO STORY SECTION fi_si TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION Psi CANTILEVERED FLOOR TRUSS CONNECTION fiS1 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 W/ (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) SEE WS10/SD5 FOR ADDITIONAL INFO F01 TYPICAL BALCONY FRAMING 3/4"=1'-0" NOTE:: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE HANDRAIL BY OTHERS BARRIER (FELT PAPER OR SIM) IS PROVIDED z < I 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" z SEE FRAMING PLANqf U o O FOR FLOOR a U M CONNECTION z � �y FLOOR GRIDER tiff OR Z BEAM o 0 am HEADER CONNECTION @ 2nd FLOOR HIGH BM VJ (D aFb x w Im s W Q�•� F 0 Q W z'�� J CV W W G t0 11 H O r Z ~ � Q n Lu � W 0 1 0 �wm Z 0 Lid0 STRUCTURAL ENG: CFG / BED DRAFTING: -- STRUCT: MRG QC CHECK: CC JOB No. TM - 2150718 --- SCALE: AS INDICATED SANFOR,) DATE: 06/23/2015 3/4"=11-0" SEE ARCH DWGS FOR w TOPPING INFO CL f f h d t ;th t th d CL 3/4" PLYWOOD FLOOR SLOPE DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR TRUSS (12" TALL) (60/15/5 MIN. LOADING) W/ LUS26 OR f, LUS46 TO LEDGER CONTRACTOR TO SEE WS11/SD5 FOR ' I PROVIDE ADEQUATE SIM. END CONDITION 4 * WATERPROOFING.. NO .L. CONCRTE SLAB LINTEL PER PLAN PERMITTED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" z SEE FRAMING PLANqf U o O FOR FLOOR a U M CONNECTION z � �y FLOOR GRIDER tiff OR Z BEAM o 0 am HEADER CONNECTION @ 2nd FLOOR HIGH BM VJ (D aFb x w Im s W Q�•� F 0 Q W z'�� J CV W W G t0 11 H O r Z ~ � Q n Lu � W 0 1 0 �wm Z 0 Lid0 STRUCTURAL ENG: CFG / BED DRAFTING: -- STRUCT: MRG QC CHECK: CC JOB No. TM - 2150718 --- SCALE: AS INDICATED SANFOR,) DATE: 06/23/2015 3/4"=11-0" u %D f f h d t ;th t th d 'tt t f MONTA CONSULNG TI0 DESIGN OF WM.0 RASSOCIATES LLC ` t ' tl h'b't d e, 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, dupllcat.lon, or trans er o t ese ocumen 0 wl ou a expresse , vvi en consen o i0 s I %, y pro I I e . ZX BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX W N.O.) OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE USED @ BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALI ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SCHEDULE NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4": (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS D01 LEDGER AT GIRDER 1/2"=1'-0" % 1/2"=1'-0" — nr�iwcR o r V 1 ncf10 — TRUSS PER PLAN F ARCHS TOENAILS EACH END CONNECTED w/ MTS12 PLAN FOR MORE INFO. TO TRUSS BELOW) 3/4" TAPCONS PER PARALLEL TO WALL ISIMPSON H2.5 EA. I ATTACH PER NAILING ATTACH PER NAILING 2x BASE PLATE W/ (2) OR LSTA18 z 3/4" FLOOR SHEATHING STRAP; CENTER PLATE w/ 1/2" EPDXY NAILS TO EACH STUD ANCHOR BOLT OR (2) 2x HEADER J -BOLT W/ MIN. 7" 12d NAILS @ 12" O.C. PRE-ENGINEERED PLATE W/ 1/2" EPDXY ATTACHED PER STRAP BETWEEN J -BOLT W/ MIN. 7" 1 TRUSS PER PLAN r SHEATHING TO O.C. & 3" FROM EACH 2x BLOCKING W/ (2) 12d END NAILING SCHEDULE MASONRY WALL AND 1x PT NAILER AS REQ'D <, ` CONT. #5 IN TIE BEAM SDS WOOD SCREWS @ 16" O.C. MAX. & 3" _ 3/4" FLOOR SHEATHING TOENAILS EACH END 1 FLOOR TRUSS PER FRAME WALL SOLID BLCOKING WITHIN FLOOR SYSTEM FLOOR TRUSS; SEE RECESS LEDGER INTO (3) O.C. SIMPSON LUS26. USE LUS26-2 FOR 2PLY PLAN FOR ATTACHED PER (2) 2x4 #2 SYP TRUSS (TRUSS SHOP SEE TRUSS LAYOUT PLAN — LEDGER PER PLAN (DRAWINGS I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO (2) 2x4 #2 SYP PLAN NAILING SCHEDULE BLOCKING w/ SIMPSON OPT. TRUSS RECESS LEDGER ss° NAILs .T. USE (4) 1 1 D03 LEDGER @ OPEN TO BELOW BLOCKING w/ SIMPSON 3/4"=1'-0" 1 HUC24-2 EACH END, EXTERIOR SHEATHING FROM TOP OF WALL F TO BOTTOM OF SILL � 1 HUC24-2 EACH END, PLATE ATTACH PER r I USE (4) 10d & (2) 10d STUDS ABOVE ARE ROOF SHEATHING IIMPSON H2.5 EA. I ATTACH PER NAILING USE (4) 10d & (2) 10d 1 1 jk SEE PLA" NAILS. UNDER ONLY90 1 I 1 SEE PLA"rM I PRE-ENGINEERED 1 NAILS. UNDER BELOW 1 WINDOW JAMBS TRUSS PER PLAN 1 1 1 WINDOW JAMBS USE 1 1 eQ LEDGER W/ (2) Y4"x3-1/2" I a 1 (2) 2x6 w/ HUC26-2. RECESS LEDGER INTO LOW ROOF TRUSS SEE LUS26-2 FOR 2PLY SEE ARCHS FOR VERIFY W/ 16" O.C. MAX. & 3" LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR (TRUSS. TRUSS SHOP FURRING AND INTERIOR FINISH IDRAWINGS� TRUSS PLAN FOR PLAN CONNECTIONS (IF 0 1 MIN. (4) 16d NAILS TO 1 CONNECTIONS EA. TRUSS, 24" O.C. TRUSS IS CONT. BRG OPT. TRUSS RECESS LEDGER T'.`USE ),6° NIS) I MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER 3/4"=1'-0" OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 1 1 PLAN ON WOOD USE HGA PLAN m CLIPS @ 24" O.C.) S1 SECTION @ RAISED HEEL TRUSS fisi SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANG[ FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS D01 LEDGER AT GIRDER 1/2"=1'-0" % 1/2"=1'-0" — nr�iwcR o r V 1 ncf10 — TRUSS PER PLAN F ARCHS MA I r-MIUM 0rlr-/1 I r91INU FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE O. PLATES U.N.0116 PLAN FOR MORE INFO. �% ROOF SHEATHING PARALLEL TO WALL ISIMPSON H2.5 EA. I ATTACH PER NAILING ATTACH PER NAILING TRUSS SCHEDULE z SCHEDULE SYSTEM BELOW PLATE w/ 1/2" EPDXY NAILS TO EACH STUD ANCHOR BOLT OR (2) 2x HEADER J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL PRE-ENGINEERED PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR J -BOLT W/ MIN. 7" 1 TRUSS PER PLAN r SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4'x3-1/2" ° 1x PT NAILER AS REQ'D <, ` CONT. #5 IN TIE BEAM SDS WOOD SCREWS @ 16" O.C. MAX. & 3" _ d a.. ° ARCHS 1 1 FROM EA. END - USE SCREWS FOR 24" I SOLID BLCOKING WITHIN FLOOR SYSTEM FLOOR TRUSS; SEE RECESS LEDGER INTO (3) O.C. SIMPSON LUS26. USE LUS26-2 FOR 2PLY PLAN FOR jfRUSS, VERIFY W/ I TRUSS (TRUSS SHOP SEE TRUSS LAYOUT — LEDGER PER PLAN (DRAWINGS I_ 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO & CONNECTION INFO PLAN EACH STUD (AT EACH 1 OPT. TRUSS RECESS LEDGER ss° NAILs .T. USE (4) 1 1 D03 LEDGER @ OPEN TO BELOW 1 3/4"=1'-0" 1 11 EXTERIOR SHEATHING FROM TOP OF WALL F TO BOTTOM OF SILL � 1 PLATE ATTACH PER r I NAILING SCHEDULE STUDS ABOVE ARE ROOF SHEATHING IIMPSON H2.5 EA. I ATTACH PER NAILING TRUSS 1 1 SCHEDULE 1 I 1 I PRE-ENGINEERED 1 1 BELOW 1 TRUSS PER PLAN 1 1 1 2x6 #2 SYP CONT. 1 1 eQ LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE 1 1 RECESS LEDGER INTO SDS WOOD SCREWS @ LUS26-2 FOR 2PLY VERIFY W/ 16" O.C. MAX. & 3" TRUSS (TRUSS. TRUSS SHOP FROM EA. END - USE (3) IDRAWINGS� SCREWS FOR 24" O.0 2x8 SYP #2 LEDGER W/ 1 0 1 MIN. (4) 16d NAILS TO 1 1 EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER T'.`USE ),6° NIS) I D04 LEDGER @ LOW ROOF 1 3/4"=1'-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ARCHS O.C. - SEE FRAMING O. PLATES U.N.0116 PLAN FOR MORE INFO. �% 2x4 BLOCKING PARALLEL TO WALL BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE z 2x8 #2 SYP P.T. SILL SYSTEM BELOW PLATE w/ 1/2" EPDXY NAILS TO EACH STUD ANCHOR BOLT OR (2) 2x HEADER J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR J -BOLT W/ MIN. 7" 1 EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) ° 1x PT NAILER AS REQ'D <, ` CONT. #5 IN TIE BEAM SEE PLAN FOR I \ EXT. FINISH PER d a.. ° ARCHS 1 1 F1 SECTION @ OPEN TO ABOVE 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END 12 1 PER PLAN LO EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO 2x4 BLOCKS, (2) 16d U,j r ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. 00 SCHEDULE BOTTOM PLATE Q r 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAOYS CK @ EACHENT 0 SCHEDULE DIAGONAL AS SHOWN. 1/2" GYP. BOARD SIMPSON H1 OA @ SEE LD02/SD4 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DET FOR CONNECTION BASE 2x4 BOTTOM PLAT' FASTEN ROOF SHEATHING TO Q BLOCKS W/ 8d NAILS @ 6" O.C. z 0 (5) 16d NAILS BRACE z W TO BLOCKING 0 W �`�-- PROVIDE 2x4 BRACE 99 d TO EACH ADJACENT Lr DIAGONAL, FASTEN () O TO DIAGONAL W/ (2) U) CV 16d NAILS C5 WW (] IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d TRUSSES PER PLAN -C LO NAILS @ 6" O.C.C.) PLATE, SP8 TOP AND O.S.B. TO OVERLAP BOTTOM ARE REQ'D BOTTOM PLATE 1 1/4" WALL BRACING @ 48" m � (MIN.) �- C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x LEDGER TO UPPER O.C. MAX. 45° FROM �'�- FLOOR WALL W/ HORIZONTAL (+/- 10°) A 2x BEARING WALL 1/4" X 3-1/2" SIMPSON BRACE NOT REQUIRED W Q WITH ROOF LOAD SDS SCREW @ 16" O.C. 6' FROM EAVES. AF1" BRACING @ 2 STORY FRAME WALL 1"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.0 MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE MASONRY WALL PER PLAN (2) 2x TOP PLATE O.H. PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING &„CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL FOR LOCATION SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 2x 13LOCKING w/ (2),12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD4 FOR STOPPED BELOW MORE INFO IF EL I& O. PLATES U.N.0116 ROOF LINE TRUSSES ARE �% L PARALLEL TO WALL C4 Cj 2x BASE PLATE W/ 12d ROOF SHEATHING 9 C3 �.� DATE: 06/23/2015 @ 24” O.C. TO FLOOR ATTACHED PER z 2x4 CONT. W/ (2) 12d SYSTEM BELOW . NAILS TO EACH STUD NAILING SCHEDULE (2) 2x HEADER 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING \ PLAN FOR MORE INFO ( 1 i 1 1 UNDER 2ND STORY COLUMNS, PROVIDE 1 SEE PLAN FOR I \ FOR MORE INFO TRUSS DIRECTION 1 1 &MORE INFO SOLID BLCOKING WITHIN FLOOR SYSTEM FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AICD- CONNECTION CONNECTION DETAIL SEE TRUSS LAYOUT FOR TRUSS LOCATION MASONRY WALL PER & CONNECTION INFO PLAN 1 3/4"=1'-0" A J � - ®®�°orA'oww U_ V O f� OJ O l b co J � U i4ii �3 0 J r o M O z r3 F� U C p 0 0 o 0 .Zr 42 ti� o O 04 v! Z o I � W (D z 0 v Z o q O OSEE 1 SEE FOUND. PLAN FOR FTG. REQ. 1/2" THREADED ROD SEE BEARING C SCHEDULE ON FLOOR PLANS FOR O MORE INFO MAX 5" FROM KING STUD CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O BETWEEN FLOORS EL I& O. PLATES U.N.0116 J l— l— LLI W = �% L w C4 Cj SCALE: AS INDICATED 9 C3 �.� DATE: 06/23/2015 Q z Z_nc (2) 2x SPF TOPT-B . SD6 _J A J � - ®®�°orA'oww U_ V O f� OJ O l b co J � U i4ii �3 0 J r o M O z r3 F� U C p 0 0 o 0 .Zr 42 ti� o O 04 v! Z o I � W (D z 0 v Z o q O OSEE 1 SEE FOUND. PLAN FOR FTG. REQ. 1/2" THREADED ROD SEE BEARING C SCHEDULE ON FLOOR PLANS FOR O MORE INFO MAX 5" FROM KING STUD CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O BETWEEN FLOORS EL I& O. PLATES U.N.0116 J l— l— LLI W = N QC CHECK: CC z JOB No. TM - 2150718 SCALE: AS INDICATED SAN FORD DATE: 06/23/2015 BOTTOM OF FLOOR SYSTEM: . SD6 _ 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 usp; duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (2) 2x HEADER OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 1 SEE FLOOR PLAN 1 1 UNDER 2ND STORY COLUMNS, PROVIDE 1 1 FOR MORE INFO 1 1 SOLID BLCOKING WITHIN FLOOR SYSTEM 1 1 1 1 UNDER 2ND SOTRY COLUMN LOCATION. 1 1 1 1 1 1 1 1 1 11 F 2x STUDS SEE PLAN � 1 STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 Q W 1 1 1 1 B 1 1 1 1 0 1 1 1 1 4 I 1 1 1 1 1 1 2x SPF BASE 1 m PLATE 1 V O V It 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM 0 h H (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 SEE FLOOR PLAN 1 1 1 � FOR MORE INFO 1 2x STUDS SEE PLAN I I I ' STUDS ABOVE ARE TO B ALIGN W/ STUDS BELOW I I 1 1 1 1 ' 2x P.T. BASE PLATE SEE BEARING SCHED, 1 FOR A.B. INFO 1 1 q 1 1 1 1 II A J � - ®®�°orA'oww U_ V O f� OJ O l b co J � U i4ii �3 0 J r o M O z r3 F� U C p 0 0 o 0 .Zr 42 ti� o O 04 v! Z o I � W (D z 0 v Z o q O OSEE 1 SEE FOUND. PLAN FOR FTG. REQ. 1/2" THREADED ROD SEE BEARING C SCHEDULE ON FLOOR PLANS FOR O MORE INFO MAX 5" FROM KING STUD CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH O BETWEEN FLOORS 1 I AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO REVIEW THREADED ROD SPACING I IF PORTIONS OF THIS WALL ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER NAILING SCHED., CONT. TO J l— l— LLI W = N QC CHECK: CC z JOB No. TM - 2150718 SCALE: AS INDICATED SAN FORD DATE: 06/23/2015 BOTTOM OF FLOOR SYSTEM: . SD6 _ 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 usp; duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. OIF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTRY COLUMN LOCATION. o t0 11 F � r Q W �W 0 1 4 p W m V O V It Uj Z ��Qa= 0 h H STRUCTURAL ENG: CFG / BED DRAFTING. -STRUCT: MRG QC CHECK: CC JOB No. TM - 2150718 SCALE: AS INDICATED SAN FORD DATE: 06/23/2015 . SD6 _ 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 usp; duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W r' F_ a �- ❑o MIN. (3) 2x SYP #2 PARTY WALL OR CONTRACTOR TO STUDS REQ'D @ END STANDARD (3) 2X12 ELEVATOR WALL SEE CONSTRUCT PANELS --- - - -- OF LANDING W/ MIN. 6 STRINGERS W/ MAKE PANELS WIDTH PLAN TO SLIDE INTO THE O OF ELEVATOR DOOR <( 16d NAILS FROM SIMPSON A34 CLIP TO � ELEVATOR SHAFT 6' MIN. THRU DOOR OPENING, ~ LU LEDGER TO STUD FLOOR SYSTEM z MIN. 7/16" SHEATHING 1 3 2 WIDTHS MAY VARY. PACK W/ 8d RING SHANK PANELS 1 AND 2 TO BE ❑ LLJ MIN 8" BEARING FOR NAILS @ 6" O.C. ON INSTALLED AND z W LINE UP 2xJOIST IN CENTER PANEL. ALL EDGE AND 12" O.C. IN SHIFTED OUT TO LINE WITH MIDDLE OTHER PANELS TO FIELD ALLOW FOR PANEL 3 0 STANDARD (3) 2 12 2x12 STRINGER TO BE BEAR ON LEDGERS STRINGERS W/ UTILIZED AS BLOCKING �t SIMPSON A35 / A34. b (WHICH IS LONGER) TO ATTACH PLATFORM TO BE INSTALLED LAST LEDGER W/ 1/4 X 3-1/2 PLATFORM LAYOUT AND WILL AID LOCKING p CLIP TO FLOORSDS SCREWS SYSTEM &LANDING 2xJ I LANDINGz O C ON ANGLE@TYP. TOGETHER. �' N FRAMING O STS @ z @ 16"O.C. W/ SIMPSON z c� ❑ L A35 OR LUS26 HANGER FLOOR SYS M MID SPAN BLOCKING z ON EACH SIDE M W/ (2) 12d TOENAILS 10 MIN. 2X6 #2 SPF CONT. V 00 LEDGER W/ (2) 1/4" X m r 3-1/2" SDS SCREWS @ F 2X6 #2 SPF RIM BOARD' I'I' r� RIMBOARD 16" O.C. MAX INTO W/ (3) 16d NAILS INTO c STUDS OR FLOOR JOISTS �' > 2X6 #2 SPF JOISTS @ SYSTEM TYP. EACH °o cis 12" O.C. W/ (3) 16d END END UNDER NAILS FROM RIM JOIST PLATFORM 4'-0" MAX STAIR WINDER DETAIL TOJOISTSW/2X6 MID W L (2) 2x BEAM PER SCHEDULE ( ��de a I 2xJOIST P.T. IF ATTACHING TO � � WIDTH OF LANDING SPAN BLOCKING w 2X6 #2 SPF @ 12 O.C. �q �® �k C� MASONRY WALL CONT LEDGER 4 ry 4' p� a REQ'D @END OF LANDING ) Max s'-o° o FOR STRINGERS TO MID SPAN BLOCKING TO w/ (3) 16d NAILS @ 16 O.C. MAX. MATCH JOIST DEPTH UN/ 3 TO EACH STUD. 2 1/4" x 3 1/2" CONNECT TO. BEAM TO O (() SEE PLAN FOR 74L = fV 10d TOENAILS EACH END TITENS 16" O.C. MAX. FOR ADDITIONAL BEARING W o BEAR DIRECTLY ON BUILT @ Max s'-o /� Q MASONRY WALL WALL INFORMATION � r ,,.�.. 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AND @ANY FOR VERTICAL 2x4 SILL PLATE w/ (2) 2x4 #2 SPF STUDS 4'0 PER GENERAL FLOOR NOTCH SILL AND @ w CONSTRUCTION LANDING PER OPENING. W/IN 10d NAILS @ 4" O.C. PLYWOOD FLOORING ^ Cl) SCHEDULE HANDRAIL KNEEWALL (NOTCHED @ 2x6 24 O.C. EVERY OTHER H a 9PIi Olyf d STUD TO BE NOTES VERTICAL LOCATIONS). TO ALLOW VERTICAL ATTACHED TO I-JOIST U ', I 3j o ___.-V`._ 2x L-BRACE W/ 12d TO SLIDE DOWN TO NOTCH FLOOR / MID SPAN BLOCKING NAILS @ 4" O.C. FACE OF I-JOIST SHEATHING TO BELOW (OTHERWISE z STANDARD (3) 2X12 TO MATCH JOIST ACCOMMODATE 2x ATTACH W/ (2) 12d ra" MM U or>0 SYP #2 STRINGERS W/W DEPTH W/ (3) 10d ATTACH 2x6 VERTICAL TOENAILS @ BOTTOM) SIMPSON A34 / A35''ycu TOENAILS EACH END SIMPSON A35 2x6 VERTICAL AND TO I-JOIST W/ 3 / x 3" Z CLIP TO SYSTEM & OO DING L._.,__.�` CONNECTIONS _ L-BRACE @ 6'-0' O.C. & SDS WOOD SCREWS 2x4 SILL PLATE W/ (2) lilt tiG�� FRAMING � z SECTION X X @ ANY OPENING EQUALLY 16d TOE NAIL EA.`' U L R G g _ MASONRY WALL O - 2x4 CONT.. 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FOR FLOOR BEAM SEE FACE OF I-JOIST J MASONRY WALL) HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH PLAN2x6 VERTICAL AND Z ATTACH 2x6 VERTICAL AT LANDING (#2 SYP) (#2 SYP) OF LANDING L-BRACE @ 6'-0" O.C. & � 0 a A-A PLAN VIEW 180 DEGREE TURN LANDING STRINGERS TO BE O 2x12 2x8 8,-0„ TO I-JOIST W/ (3) ya„ x 3„ @ANY OPENING W 0 v NOTCHED AT LANDING 3 � N SDS WOOD SCREWS Q 12'-0” (2) 2x12 2x6 6'-0” EQUALLY 21j” I-JOIST SEE PLAN co.> W Z U SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS �, J W (1) 2x12 SPACED/CENTERED IN -m F„ 0 2x6 4'-0" I-JOIST TO OUTSIDE (1) 2x8 (ST02 SECTION HANDRAIL W/ FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR (3) 2x12 2x8 8'-0" FLOOR BEAM CONN. " = ._ „ N.T.S.I— 3/4" O.S.B. W/ 8d NAILS 11'-0" (2) 2x12 2x6 61.011SCALE: 3/4 -, 0 W @ 3" O.C. TOP AND A35 @ EA. STRINGER (1) 2x12 2x6 4'-0" 3%" 4 BOTTOM CHORD TO LANDING (1) 2x8 � 2x4 CONT. TOP PLATE (3) 2x12 2x8 8'-0" SEE ARCH PLAN 2x4 CONT. TOP PLATE ATTACH TOP PLATE MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 3 1 /2" TO STUDS W/ (2) 16d -JOIST PER — 10'-0" (2) 2x12 2x6 6'-01' STUDS W/ (2) 16d TOE TOE NAILS' FRAMING PLAN X X NAILS W/ SQUASH SEE AR S. FOR MAX. (1) 2x12 BLOCK OR RISE F STEPS AND (1) 2x8 2x6 4'-0" 2x4 O.C.PF STUDS @ 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS 24" .W/ (2) 12d BEAM/FLOOR MI .TREAD DEPTH 10d NAILS @ 4" O.C. 2x4 CONT. 70P PLATE 24" O.C. EVERY OTHER (3) 2x12 2x12 9'_01 TOENAILS BOTTOM O TRUSS PER PLAN (NOTCHED @ 2x6 ATTACH TOP PLATE TO STUD TO BE PENDING LANDING g_0" (2) 2x12 2xg 7.0,, VERTICAL LOCATIONS). STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS HEIGHT AND PLAN NAILS 2 BELOW (OTHERWISE NOTCH SILL AND SEE ARCH PLAN C 11 LAYOUT. HEADER WITHIN (1) 2x12 ATTACH W/ (2) 12d 2x12 STRINGERS ONE 2x6 5'-0" ON EACH SIDE AND SUPPORT WALL COULD (1) 2x8 PLYWOOD FLOORING MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) BE REQUIRED. SEE PLAN TO ALLOW VERTICAL ONE @ MID-SPAN (3) 2x12 2x8 9'-0" TO SLIDE DOWN TO 2x4 #2 SPF STUDS @ X X ~(.0 FOR REQUIRED HEADER 2x6 VERTICAL AND FACE OF TRUSS 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) o Z 1 2x12 2x8 7-0 L-BRACE @ 6'-0" O.C. & TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 0 J A34 @ EA. STRINGER 0 _j AND SUPPORT 8'-0" (2) 2x12. INFORMATION. ATTACH 2x6 VERTICAL TO CONT. BRACE & 10d A (1) 2x8 @ANY OPENING ACCOMMODATE 2x Vi Q LLI TO LANDING A 2x6 5'-0" TRUSS W/ (3) Y4' x 3" SDS WOOD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO .. L A SCREWS EQUALLY „ __ _ FLOOR SHEATHING NOTCH SILL AND 10d NAILS @ 4 O.C. SPACED/CENTERED IN TRUSS =___ W 0 2x ATTACHED TO 1 (3) 2X12 2x12 g'_0" PLYWOOD FLOORING (NOTCHED @ 2x6. 0 DOUBLE TRUSS PARALLEL TO FLOOR TO OUTSIDE FACE OF TRUSS 0 0 STRINGER 2x JOIST (P.T. IF 7._0.. (2) 2x12 2x8 7'-0 N.T.S. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS ATTACHING TO N.T.S. TO SLIDE DOWN TO W/ (2) %4'x3" SDS W W m S 2X BEAM PER MASONRY WALL) CONT (1) 2x12 2x12 STRINGERS ONE SCHEDULE @END OF 2x6 5'-0" FACE OF TRUSS SCREWS EQUALLY O = Z LEDGER w/(3) 16d (1) 2x8 SPACED &CENTERED ON EACH SIDE AND LANDING FOR STRINGERS 2x4 #2 SPF STUDS _ J V TO CONNECT TO. BEAM NAILS @ 16" O.C. MAX. 2 2x12 „ @ 24" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND "'" IN TRUSS U >_ Z 0 ONE @ MID-SPAN TO EACH STUD. ((2) 1/4" 6'_0" O 2x8 8 0 2x6 VERTICAL @ 6-0 � „ L-BRACE @ 6'-0" O.C. & � Q Q _ TO BEAR DIRECTLY ON TO TRUSS W/ (3) /4 x 3 x 3 1/2" TITENS @ 16" (1) 2x12 O.C. MIN. AND @ ANY SDS WOOD SCREWS @ ANY OPENING 8 WIDE WEB 0 BUILT UP COLUMN O.C. MAX. FOR 1 2x8 2x6 5'-0 OPENING W/IN EQUALLY STIFFENER @ 48 O.C. A35 CONNECTION BELOW. ( ) MASONRY WALL) HANDRAIL NOTCH SILL PLATE SPACED/CENTERED IN (@ EA. BRACE) W/ (2) MIN. (3) 2x4 SPP #2 5'-0" OR LESS (2) 2x12 2x8 9'-0" KNEEWALL FOR VERTICAL TRUSS TO OUTSIDE TRUSS SEE PLAN ROWS OF 10d NAILS @ COLUMN WOOD OR MASONRY (1) 2x12 FACE OF TRUSS 3" O.C. NOTE: BASE PLATE WALL SEE PLAN FOR (1) 2x8 2x6 6'-0" STIFFENER TO BE STRUCTURAL ENG: CFG /BED �4_ - - ATTACHED PER PLAN MORE INFO FLUSH W/ OUTSIDE OF DRAFTING: 2x L-BRACE W/ 12d SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 2x JOIST PER NOTE: BOTTOM CHORD � NAILS @ 4" O.C. N.T.S. 2X8 P.T. SPF #2 (MIN.) LET-IN FASTEN TO SLAB USING MIN. (4) 4' SCHEDULE 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT QF,7-3/4" STRUCT: MRG X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT SECTION HANDRAIL WI QC CHECK: CC HEIGHT OF LANDING 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR Q� (ST03 - �� _ - - ST01 GENERAL LANDING Ul PER FLOOR PLAN STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL JOB No. TM - 2150718 20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4 O.C. �� ( r ( FLOOR TRUSSES SCALE. 3/4 -, -o _. STAIR R FRAMING INFO SCALE: 3/4"= 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN UV/ (3) 16d TOENAILS (BLOCK SOLID a SCALE AS INDICATED UNDER BEAMS LESS THAN 2x12) SECTION X-X DATE: 06/23/2015 a` ST1 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. RECORD COPY Z. t i