Loading...
HomeMy WebLinkAbout302 Big Spring Ter 16-1177 (new sfh) (a)GENERAL,CON5TRUCTION NOTE5: ' CHAPTERS AND SECTIONS REFER TO F.B.C.R - 5TH EDITION (2014) NOTE: ANY DIMENSIONS AND/OR CALLOUTS WITHIN THIS SET OF DRAWINGS REFERENCING LUMBER SIZES OR WALL THICKNESS LOT 170 THORNBROOKE 40 s ARE TO BE CONSIDERED "NOMINAL DIMENSIONS" OCCUPANCY AND GON5TRUCTION TYPE: THI5 UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V -B CLASSIFICATION. DARLINGTON 2585 CEILING CONSTRUCTION: ELEV. A I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.9 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY NOT LESS THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R - 5TH EDITION (2014) 8102.35, GARAGE LEFT EXTERIOR FIN15HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER RB.C:R - 5TH EDITION (2014) R103.6.1 AND A5TM C 1063, ALL LATH AND LATH ATTACHMENTS SHALL BE OF CORRO5ION-RE515TANT MATERIAL. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH Il GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/8 INCH LONG 16 GAUGE STAPLES SPACED NO MORE THAN 6 INCHES, OR AS OTHERWISE APPROVED. THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) 8103.62 AND ASTM C 926. PER F.B.C.R. 5TH EDITION (2014) R103.62.1 WEEP 5GREED5 SHALL BE A MINIMUM NO. 26 GALVANIZED SHEET GAUGE CORRO6ION-RE515TANT WEEP SCREED OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH A5TM G 926, THE WEEP 5GREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED TAYLOR MORRISON AREAS. THE WEATHER RE515TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP 5CREED. PER F.B.C.R 5TH EDITION (2014) R103.6.3 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL INCLUDE A WATER RESISTIVE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F,B.G.R, 5TH EDITION (2014) R103b 5 OR IN ACCORDANCE WITH A5TM C 926. 5TUCCO CONTROL JOINT5: yy� STUCCO CONTROL JOINTS TO BE INSTALLED PER A5TM C 1063-06 (1.11,4.1 THRU 1.11.4.4) AT FRAMED WALL TO DEL T 1�Oi 1� �4',�F. ANI 2&INEA.T# A AS NOT MORE THAT 100 S.F. FOR HORIZONTAL APPLICATIONS. D15TANCE BET , .L JOINTS SHALL NOT GEED 18 ��1� 1 � TOOTH IAF 2 I/2 TO 1, A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CTION, D WHER W N J NT O=Uj IXTE R UA4 + OR TH O RN B ROO K PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. •y ,,. 0 O EGRE55: '� ? '� d 0= � Q V. COMMUNITY SPECIFIC I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF THERE 15 NO ACCE55 TO Trs DOOJ 1 f 11VIp�f11_5T HAVE A IrIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM. �, �� ♦ ,+•+t5- eZ STANDARD SPECIFICATIONS REDRAW NOTES PLAN REVISIONS DRAWING INDEX•,,�a;,e ++...•o�w,,. FLA5HING: �•,, hiQ���e`` I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTER5,�' 4LL CNA19 SLOPE OR DIRECTION, AND AROUND MONO FOOTING, ALUMINUM OVER 2x6 5UB FASCIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. W.H., 200 AMP 5ERVICE/PANEL BOX, PAVER DRIVE AND LEAD WALKS, PAVER ENTRY, AND ACRYLIC AT LANAI, 04-05-16 CREATED LOT 5PECIFIC PLAN FOR LOT 110 IN THORNBROOKE 40'8, ELEVATION "A", GARAGE LEFT W/ PLAN OPTIONS INCLUDING: FRONT DOOR GLA55 IN5ERT, 50NU5 ROOM, VENT HOOD OUT5IDE, LAUNDRY TUB ROUGH -IN, UNDER CABINET LIGHTING AT KITCHEN, OVERHEAD GARAGE DOOR CONTACT, (8) CEILING FAN PRE -WIRE AND (8) RECE55ED CAN L IGHT5. COV - GENERAL NOTES, INDEX, SPECIFICATIONS 1 SLAB INTERFACE PLAN 2A1 - MAIN FLOOR PLAN NOTES 2A2 MAIN FLOOR PLAN DIMENSIONS 2B1 UPPER FLOOR PLAN NOTES 2B2 UPPER FLOOR PLAN DIMENSIONS 3A1 - FRONT ELEVATION 3A2 - SIDE ELEVATIONS, ROOF PLAN, BUILDING SECTION 3A3 - FLASHING DETAILS 3A4 - FLASHING DETAILS 4A - MAIN FLOOR ELECTRICAL PLAN 4B - UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR CODE COMPLIANCE PIANS EXAMINER DATE SANFORD BUILDING DIVISION A PERMIT 196UED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE, PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection ROOF OPENINGS. 2. APPROVED CORRO5ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENT 8Y OF WATE NN T ` > E WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS THE FLASHING SHALL EXTEND TO THE 5URFAC THE EXTERIOR W FINISH. APPROVED CORRO51ON-RE516TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRE[) LOCATIONS PER 8103.8. WINDOW IN5TALLATION:``' I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INST '- TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. DWELLING / GARAGE OPENINGS: THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 13/8" IN THICKNESS, SOLID CORE (5,C.) OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE, FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. A5PHALT 5HINGLE5 (IF APPLICABLE) I. WIND RE515TANCE OF ASPHALT SHINGLES. - ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R052b AND R905.2b.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 FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE I OR TYPE II, ASTM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION 89052.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF UNDERLAYMENT COHPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR ASTM D 6151 IS REQUIRED IN ACCORDANCE WITH SECTION 89052.1, CLAY AND CONCRETE TILE (IF APPLICABLE) THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) RW5.3 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FR5A/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE Vast) 15 DETERMINED IN ACCORDANCE WITH SECTION R301.2.13 OR THE RECOMMENDATIONS OF RAS 116,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R - 5TH EDITION (2014) RW5.33 SHALL CONFORM WITH ASTM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR A5TM D 1910 OR ASTM D 6380, CLA55 M MINERAL SURFACED ROLL ROOFING AND SHALL BE INSTALLED IN ACCORDANCE WITH FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, FIFTH EDITION WHERE THE VAsa IS DETERMINED IN ACCORDANCE WITH SECTION 83012.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) I: WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 1510'-011 AWAY OR CLOSER. TUB AND 5HOWER AREAS: 1. CEMENT, FIBER -GEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH A5TM C1288, C1325, OR 01118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: I. PENETRATION. PROTECTIVE SLEEVES AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF GELLUL05E CONTAINING MATERIALS. IF 501L TREATMENT 15 USED FOR SUBTERRANEAN TERMITE PROTECTION, THE SLEEVE SHALL HAVE A MAXIMUM WALL THICKNESS OF 0.010 INCH, AND BE SEALED WITHIN THE SLAB U51NG A NON -CORROSIVE CLAMPING DEVICE TO ELIMINATE THE ANNULAR SPACE BETWEEN THE PAPE AND THE SLEEVE, NO TERMITICIDE5 SHALL BE APPLIED INSIDE THE SLEEVE. 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM R15ER5 FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCK5. GUTTERS WITH DOUN5POUT5 ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LE55 THAN 6 INCHES (152 mm) HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. MECHANICAL AND HVAC: I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THI5 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. 026 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE R415ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'5 INSTALLATION INSTRUCTIONS 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE To ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M14113, EXHAU5T FAN5 AND VENTING: (.OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM )HALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED UITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHA%E INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. ■*� 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 2585 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 • ,SAt4FOR© FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER (FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER TITLE • o�ppR�� IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, COVER SHEET GENERAL NOTES # 1 6 - 1 1 % 7 ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANGY 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 REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL ,■.,. FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALT. NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 Cov 0 . X Ca w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. a EST. 1994 �to JOto 0 JMI�Qj. 05 M �l� N r 8QUM 00 ICU -0 � ma 1 3�E _o (C� �Y '•m og 0" ZL Cy TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHA%E INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. ■*� 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 2585 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 • ,SAt4FOR© FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER (FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER TITLE • o�ppR�� IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, COVER SHEET GENERAL NOTES # 1 6 - 1 1 % 7 ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANGY 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 REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL ,■.,. FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALT. NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 Cov 0 . DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813. 925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.CAM TAMPA • DENVER. a EST. 1994 TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT D15CHA%E INTO AN ATTIC, CRAWL SPACE, OR OTHER AREAS INSIDE THE BUILDING. ■*� 3. DUCT LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE • MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm) FOR EACH 45 DEGREE (0.19 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT, EXCEPTION WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND 2585 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 • ,SAt4FOR© FAN MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER (FAN 15 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER TITLE • o�ppR�� IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THI5 DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBG, COVER SHEET GENERAL NOTES # 1 6 - 1 1 % 7 ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'S OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO - APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY D15CREPANGY 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 REV1510N5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL ,■.,. FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE DRAFTER'S OFFICE, THE DRAFTER SHALT. NOT BE HELD RESPONSIBLE. SHEET • REV. 10-14-2015 Cov 0 . WR+ 52'-4" AIR HANDLER 3/4" CONDENSATION ELS LINES FROM �DRAIN BY PLUMBER Y(-) \ UPPER FLOOR 15'-0" 1'-4" 1' 8 Q `r LuLU o PITCH I/A` i Ft G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * :w 0 0 �,•� "2N W 6c, ci o Wez F — — — -I r — — - -I • 8" C.M.U. WALL ABY. co - EST. 1994 r0 JC)�O 8" C.M.U. WALL 0 _j co 'A to -/0 co N _ o _ L "' N LAY. 1 5,_6„ /z' 0" I ``o iQl i _ABV. 00 5 N aaaa cO M E E 00-j 0 c cj LJ �f0 4" P.vc. 00 20 ZNa �I �I L — — — J L — — — �� 3/4" CONDENSATION TILE _ M� I ISI L aJ u 11 -�� DRAIN BY PLUMBER _ SEAT ABV. SHOWS RECESS i I I r- -� 31-811 19 0 .. I I 5'-4" 13'-8" 20' -II" 2'-1" 1'-8" 3'-10" co 3'-0"x3-0" A/C f L— J NI PAD (SEE MECH. 4 I I VIP CONTRACTOR 28'-g.. I I 10'-I11, 81.111 11 2'4'T-0" PAVERS FOR LOG.) 4" P.V.G. II 3/4" RECESS eO FOR ENTRY DR I CO �IAIR3.8 3/4" CONDEN5ATION I HANDLER P_311 21-511IS' 6" 1 8 DRAIN BY PLUMBER LINES FROM UPPER FLOOR 0 ROUGH IN n. i NOTE: ALL SLAB ANGLES 21-111 - c ARE AT 45° (UN.O.) A\ \ �, i I - LU PAVER DRIVE / LEAD WALKS n, 9 8 / REFERENCE ELEVATION o Oil \ 61 PROVIDE WATER \� PITCH PITCH LINE FOR ICE MAKER J" CJ TO DRAIN C.J. Q I/8 / FT. o -------- ----------------- ---------- I ------------- ^AA w I — 7 SLAB i 3A2 G.C. VERIFY ACRYLIC 31' 10" OF REF. I — �U V-1" 3'-9" 20' 0" i all ON LANAI all 8" I I� — J 50 GAL, I Tel ) �, G.C. VERIFY THAT DECO DRAIN 15 INSTALLED AT PLANTERS BETWEEN WALKWAY AND GARAGE * * * * * * :w 0 0 �,•� "2N W 6c, ci o Wez • JOB NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • x m w 150 STATE STREET EAST OLD5MAR, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER. EST. 1994 r0 JC)�O 0 _j co 'A to -/0 co N _ o L >;JN ``o °off. 00 5 N aaaa cO M E E 00-j 0 c cj LJ �f0 00 20 ZNa • JOB NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 USANFORD 2585 CC TI TLE • # 1 6 " 1 7 7 SLAB INTERFACE PLAN �rinnnrn•mrni�mr��rr�n•rr SLAB INTERFACE PLAN SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLD5MAR, FLORIDA 34677 813 . 925 .1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.C.OM TAMPA • DENVER. EST. 1994 USANFORD 2585 CC TI TLE • # 1 6 " 1 7 7 SLAB INTERFACE PLAN �rinnnrn•mrni�mr��rr�n•rr SLAB INTERFACE PLAN SHEET SCALE: 1/4" = 1'-0" GARAGE LEFT -- 16x6 s TILE TEMP. GL. ENCL. - _ :ict BFD SHOWER ON 42" H. LOW WALLI -I CLG. PWDR. I - ;'K °�; 24 GL. HANSEN � oc m �o I - • • I - Ig_4FLUSH FRAME \ : •�: Q Q; +C� 8x6.8 M BATH DEN I I�' I ro FURRING 1. Box I X X ;�, o �- �, •.. CPT, TILE s' 4" FLAT CLG. _ >, l_ — J CLG. ENTRY I ' :•••., �••,�,`: 10' 4x10' -6"W = �� ...•` `� s 9'-4" FLAT CLG. 9 -4" PLT. HT. I T 2 ' a goo MASTER SUITE aFp6-8 M.G. I 2-46-8 ARCH FROM m� Ilb' � w 16'-0"x14'-4" a I BFD g 4 8 0 TO 81-611 AFF.'ti. a 9'-4" FLAT CLG. 9' 4" CLG. I CLG. FLAT HDR. L III'/ FOYER CLG. I v, AT 4'-4" 9'-4" INSULATE a SEE SECTION 5 5H. FLAT CLG. WALLS (2)2-6x6-8 r--------- L 11 9'-4" SLOPING I I 2 S OR 9'-4" AIR HANDLER .n CLG, LINE OF SECOND 1 CLG. CLG. I v0 UME CLG. LINES FROM BARREL ARCH FLOOR ABV. 1 FLUSH FRAMEUPPER FLOOR FROM 8'-0" �/ L.T. TO FURRING �o I. - - - R/S I UP \ \ TO 8'4" / /\ ROUGH IN o STAIR DATA: \ \ OPENING IS RISERS AT N ARCH FROM \\ \ � FLOOR ABV. OF PAVER TO UNDER I I 42" H 1.38 EACH \ Pi $� G.C. VERIFY OVERHEAD PAVER DRIVE / TOM, STAIRS I I LOW WALL 10.00" TREADS CPT. TILE V-01" TO 6-a" \ coo 8s I I GARAGE DOOR CONTACT LEAD WALKS 9 -4' I I \ \ `F,p INSULATE � - � I ABOVE k /I GARAGE \I 1 l I 20'-o"x2o'-o" IT NI 1 I 9'-4" PLT. HT. I AA LANAI Q I I7-7 1 I 1 I I 3A2 9'-8"x14'-4" FAMILY ROOM I I DINING I \ / a KITCHEN I �' �`- -' 9'-4" PLT. HT. 19 -6 x14 -0' ARCH FROM I I 10 -6 x14 -0' / \ 9'-4' FLAT CLG. I oc I w 9'-4" FLAT CLG. INSULATE FLAT CLG. 8'-0" aTO 88WALLS G.C. VERIFY ACRYLIC m ON LANAI I I W a I O VENT HOOD I o R2 I a r0 EXTERIOR I I o i � I LLI RANGE II _ BOTT. OF LINTEL T.O.M. I I :32 i W/ HOOD I 50 GAL. L - - - - - - T.OM. AT 8.0 A.F.F. ---- ----JCT W.H. 9'4" 9 4 O.H.G. O O.H.G. AFF. N.B. T.O.M. T.O.M. 2 - 26 5H. T.OM. T.OM. 4" HD. AT 8' 0" g, 4 9 -4 A.F.F. A.F.F. REFER To SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA65 THROUGH, HANDRAILS HANDRAILS FOR STAIRWAYS SHALL 5E CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TER INALB. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM 50ARD PER F.S.C.R - 5TH EDITION 0014) 8302.1 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE BEAM RAILING 3/4" PLYWD. LINE OF 6'-8" MIN. DECKING FLOORHEAD CLEARANCE BEAM FLOOR SYSTEM SYSTEM / / 10.00" 2x STRINGERS 42" H. (TYP) LOW WALL -- �I I" N051NG (TYPJ- �, STORAGE UNDER n, 2x TREADS AND STAIRS 61 Ix R15ER5 (TYPJ 11 TREADS AT I0.00" EACH STAIR SECTION SCALE: 1/4" - I'-0" 14(01 S.F. REFER TO SHEET 2A2 1414 S.F. TOTAL LIVING 28815.F. WINDOW SCHEDULE OPEN TO LANAI 139 S.F. FOR MAIN FLOOR _1 1 S.F. �c 354ro S.F. 20" 21" 3111 53° PLAN DIMENSIONS N C6 1 M WINDOW CALL -OUTS d � � 003�E G.C. VERIFY GLASS 26" 12 5H 1/2 32 5H 22 5H 32 5H W INSERT FOR FRONT �;; C'i0 ro 0 0 M oe DIRECT VENT DRYER = DOOR 13 5H 34"6-0" A/C Y -0"x3-0" A/C 33 5H AIR HANDLER THRU EXT. WALL PAD (SEE MECH. PAD (SEE MECH. T.OM. LINES FROM TOM. FLAT HEADER CONTRACTOR CONTRACTOR 9' 4„ TEMP. GL. ENOL. UPPER FLOOR 24 5H. 13 TEMP. 5H. g 4„ FOR LDC.) FOR LOC.) HB_ ON 42" H. LOW WALL HD. AT 8' 0" HD. AT 8' 0" AT V-0" A.FF. AFF, r ----I r ----I 63" 0 15 5H 1/2 35 5H 25 5H 35 5H S z 5 SN. LAV. O 20" H. TILE 12" 3 16 5H 1/2 36 5H F I I I W.G. LAv �c - - - - - - - - - Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICA710N5. ,�omilrr z SEAT Q HD. AT 8' 0" -�,•� NC�LE HUNG -5H, CASE NT- I� UTIL. GLA55- F.G. T.oM. L J L J $ L I o J g 4 9' 4" PAVERS -- 16x6 s TILE TEMP. GL. ENCL. - _ :ict BFD SHOWER ON 42" H. LOW WALLI -I CLG. PWDR. I - ;'K °�; 24 GL. HANSEN � oc m �o I - • • I - Ig_4FLUSH FRAME \ : •�: Q Q; +C� 8x6.8 M BATH DEN I I�' I ro FURRING 1. Box I X X ;�, o �- �, •.. CPT, TILE s' 4" FLAT CLG. _ >, l_ — J CLG. ENTRY I ' :•••., �••,�,`: 10' 4x10' -6"W = �� ...•` `� s 9'-4" FLAT CLG. 9 -4" PLT. HT. I T 2 ' a goo MASTER SUITE aFp6-8 M.G. I 2-46-8 ARCH FROM m� Ilb' � w 16'-0"x14'-4" a I BFD g 4 8 0 TO 81-611 AFF.'ti. a 9'-4" FLAT CLG. 9' 4" CLG. I CLG. FLAT HDR. L III'/ FOYER CLG. I v, AT 4'-4" 9'-4" INSULATE a SEE SECTION 5 5H. FLAT CLG. WALLS (2)2-6x6-8 r--------- L 11 9'-4" SLOPING I I 2 S OR 9'-4" AIR HANDLER .n CLG, LINE OF SECOND 1 CLG. CLG. I v0 UME CLG. LINES FROM BARREL ARCH FLOOR ABV. 1 FLUSH FRAMEUPPER FLOOR FROM 8'-0" �/ L.T. TO FURRING �o I. - - - R/S I UP \ \ TO 8'4" / /\ ROUGH IN o STAIR DATA: \ \ OPENING IS RISERS AT N ARCH FROM \\ \ � FLOOR ABV. OF PAVER TO UNDER I I 42" H 1.38 EACH \ Pi $� G.C. VERIFY OVERHEAD PAVER DRIVE / TOM, STAIRS I I LOW WALL 10.00" TREADS CPT. TILE V-01" TO 6-a" \ coo 8s I I GARAGE DOOR CONTACT LEAD WALKS 9 -4' I I \ \ `F,p INSULATE � - � I ABOVE k /I GARAGE \I 1 l I 20'-o"x2o'-o" IT NI 1 I 9'-4" PLT. HT. I AA LANAI Q I I7-7 1 I 1 I I 3A2 9'-8"x14'-4" FAMILY ROOM I I DINING I \ / a KITCHEN I �' �`- -' 9'-4" PLT. HT. 19 -6 x14 -0' ARCH FROM I I 10 -6 x14 -0' / \ 9'-4' FLAT CLG. I oc I w 9'-4" FLAT CLG. INSULATE FLAT CLG. 8'-0" aTO 88WALLS G.C. VERIFY ACRYLIC m ON LANAI I I W a I O VENT HOOD I o R2 I a r0 EXTERIOR I I o i � I LLI RANGE II _ BOTT. OF LINTEL T.O.M. I I :32 i W/ HOOD I 50 GAL. L - - - - - - T.OM. AT 8.0 A.F.F. ---- ----JCT W.H. 9'4" 9 4 O.H.G. O O.H.G. AFF. N.B. T.O.M. T.O.M. 2 - 26 5H. T.OM. T.OM. 4" HD. AT 8' 0" g, 4 9 -4 A.F.F. A.F.F. REFER To SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA65 THROUGH, HANDRAILS HANDRAILS FOR STAIRWAYS SHALL 5E CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TER INALB. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM 50ARD PER F.S.C.R - 5TH EDITION 0014) 8302.1 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE BEAM RAILING 3/4" PLYWD. LINE OF 6'-8" MIN. DECKING FLOORHEAD CLEARANCE BEAM FLOOR SYSTEM SYSTEM / / 10.00" 2x STRINGERS 42" H. (TYP) LOW WALL -- �I I" N051NG (TYPJ- �, STORAGE UNDER n, 2x TREADS AND STAIRS 61 Ix R15ER5 (TYPJ 11 TREADS AT I0.00" EACH STAIR SECTION SCALE: 1/4" - I'-0" 14(01 S.F. TYPICAL MASONRY 1414 S.F. TOTAL LIVING 28815.F. WINDOW SCHEDULE OPEN TO LANAI 139 S.F. WINDOW WIDTHS _1 1 S.F. �c 354ro S.F. 20" 21" 3111 53° Fes-- N C6 1 M WINDOW CALL -OUTS d � � 003�E 0 26" 12 5H 1/2 32 5H 22 5H 32 5H W �;; C'i0 ro 0 0 M oe = 39" 13 5H 1/2 33 5H 23 5H 33 5H J O 51" 14 5H 1/2 34 5H 24 5H 34 5H Z 63" 0 15 5H 1/2 35 5H 25 5H 35 5H S z 12" 3 16 5H 1/2 36 5H 26 5H 36 5H �c G.C. VERIFY M45ONRY OPENINGS FOR ALL WINDOWS, Lu WINDOW 5IZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICA710N5. ,�omilrr z RESER rt0 FLOOR PLANS AOR S OFj -�,•� NC�LE HUNG -5H, CASE NT- •;; GLA55- F.G. w o -- 16x6 s TILE TEMP. GL. ENCL. - _ :ict BFD SHOWER ON 42" H. LOW WALLI -I CLG. PWDR. I - ;'K °�; 24 GL. HANSEN � oc m �o I - • • I - Ig_4FLUSH FRAME \ : •�: Q Q; +C� 8x6.8 M BATH DEN I I�' I ro FURRING 1. Box I X X ;�, o �- �, •.. CPT, TILE s' 4" FLAT CLG. _ >, l_ — J CLG. ENTRY I ' :•••., �••,�,`: 10' 4x10' -6"W = �� ...•` `� s 9'-4" FLAT CLG. 9 -4" PLT. HT. I T 2 ' a goo MASTER SUITE aFp6-8 M.G. I 2-46-8 ARCH FROM m� Ilb' � w 16'-0"x14'-4" a I BFD g 4 8 0 TO 81-611 AFF.'ti. a 9'-4" FLAT CLG. 9' 4" CLG. I CLG. FLAT HDR. L III'/ FOYER CLG. I v, AT 4'-4" 9'-4" INSULATE a SEE SECTION 5 5H. FLAT CLG. WALLS (2)2-6x6-8 r--------- L 11 9'-4" SLOPING I I 2 S OR 9'-4" AIR HANDLER .n CLG, LINE OF SECOND 1 CLG. CLG. I v0 UME CLG. LINES FROM BARREL ARCH FLOOR ABV. 1 FLUSH FRAMEUPPER FLOOR FROM 8'-0" �/ L.T. TO FURRING �o I. - - - R/S I UP \ \ TO 8'4" / /\ ROUGH IN o STAIR DATA: \ \ OPENING IS RISERS AT N ARCH FROM \\ \ � FLOOR ABV. OF PAVER TO UNDER I I 42" H 1.38 EACH \ Pi $� G.C. VERIFY OVERHEAD PAVER DRIVE / TOM, STAIRS I I LOW WALL 10.00" TREADS CPT. TILE V-01" TO 6-a" \ coo 8s I I GARAGE DOOR CONTACT LEAD WALKS 9 -4' I I \ \ `F,p INSULATE � - � I ABOVE k /I GARAGE \I 1 l I 20'-o"x2o'-o" IT NI 1 I 9'-4" PLT. HT. I AA LANAI Q I I7-7 1 I 1 I I 3A2 9'-8"x14'-4" FAMILY ROOM I I DINING I \ / a KITCHEN I �' �`- -' 9'-4" PLT. HT. 19 -6 x14 -0' ARCH FROM I I 10 -6 x14 -0' / \ 9'-4' FLAT CLG. I oc I w 9'-4" FLAT CLG. INSULATE FLAT CLG. 8'-0" aTO 88WALLS G.C. VERIFY ACRYLIC m ON LANAI I I W a I O VENT HOOD I o R2 I a r0 EXTERIOR I I o i � I LLI RANGE II _ BOTT. OF LINTEL T.O.M. I I :32 i W/ HOOD I 50 GAL. L - - - - - - T.OM. AT 8.0 A.F.F. ---- ----JCT W.H. 9'4" 9 4 O.H.G. O O.H.G. AFF. N.B. T.O.M. T.O.M. 2 - 26 5H. T.OM. T.OM. 4" HD. AT 8' 0" g, 4 9 -4 A.F.F. A.F.F. REFER To SHEET 2A2 FOR MAIN FLOOR PLAN DIMENSIONS 5TAIR NOTE5: RAILING BALUSTERS SHALL BE SPACED SO THAT A 4" SPHERE CANNOT PA65 THROUGH, HANDRAILS HANDRAILS FOR STAIRWAYS SHALL 5E CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TER INALB. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAILS CONTINUOUS GRASPABLE HANDRAIL MUST MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED SIDE W/ 1/2 INCH GYPSUM 50ARD PER F.S.C.R - 5TH EDITION 0014) 8302.1 42" H. 36" H. CONTINUOUS LOW WALL GRASPABLE BEAM RAILING 3/4" PLYWD. LINE OF 6'-8" MIN. DECKING FLOORHEAD CLEARANCE BEAM FLOOR SYSTEM SYSTEM / / 10.00" 2x STRINGERS 42" H. (TYP) LOW WALL -- �I I" N051NG (TYPJ- �, STORAGE UNDER n, 2x TREADS AND STAIRS 61 Ix R15ER5 (TYPJ 11 TREADS AT I0.00" EACH STAIR SECTION SCALE: 1/4" - I'-0" TYP. ARCHWAY ASCALE: 1/4" = I'-0" g�ILatic SA1V FOno HATCHING LEGEND a�A INSULATE WALL #16.1177 MAIN FLOOR 14(01 S.F. UPPER FLOOR 1414 S.F. TOTAL LIVING 28815.F. r_;rARAC;;E OPEN TO LANAI 139 S.F. FAMILY ROOM _1 1 S.F. TOTAL 5Q. FT. 354ro S.F. DW�M d- .� N C6 1 M TYP. ARCHWAY ASCALE: 1/4" = I'-0" g�ILatic SA1V FOno HATCHING LEGEND a�A INSULATE WALL #16.1177 MAIN FLOOR 14(01 S.F. UPPER FLOOR 1414 S.F. TOTAL LIVING 28815.F. r_;rARAC;;E 455 S.F. LANAI 139 S.F. ENTR'1' _1 1 S.F. TOTAL 5Q. FT. 354ro S.F. MAIN FLOOR PLAN NOTES - SCALE: GARAGE LEFT • JOB NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 x m 150 STATE STREET EAST OLD5MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F---- ;,00 0 0 J u, DW�M .� N C6 1 M d � � 003�E C0 _03 (L Y �;; C'i0 ro 0 0 M oe • JOB NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • TI TLE • MAIN FLOOR PLAN NOTES DETAILS • SHEET • - cei-62) DAVIS BEWS DESIGN GILOVP 150 STATE STREET EAST OLD5MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 F---- • TI TLE • MAIN FLOOR PLAN NOTES DETAILS • SHEET • REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTES 151.011 651-4" 36'-4" REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTE5 �r cm DAVIS BEWS DESIGN GROUP i II i� -j 0 -� EST. 1994 to s 'A '�� 0 1 Y/ 0 .M'- >>Ja r L°IL. a. e o-1 Co <r LE,LL N N v 151.011 651-4" 36'-4" REFER TO 5NEET 2AI FOR MAIN FLOOR PLAN NOTE5 JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 �r cm DAVIS BEWS DESIGN GROUP t i� -j 0 -� EST. 1994 U, O_jc)N� s 'A '�� 0 1 Y/ 0 .M'- >>Ja L°IL. a. e JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • x m DAVIS BEWS DESIGN GROUP i� -j 0 -� EST. 1994 U, O_jc)N� s 'A '�� 0 1 Y/ 0 .M'- >>Ja L°IL. 00 2)-0 o-1 Co LE,LL N N J m 00 40 ZN�a JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 0 w O O :70P � O m (1) z o ne � O C) Or%%% a #16- 1 177 MAIN FLOOR PLAN DIMENSIONS eCAGARAGE �LEFT DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813. 925.1800 FAX W W W.DAVISBEWSCOM `PAMPA • DELIVER -� EST. 1994 0 w O O :70P � O m (1) z o ne � O C) Or%%% a #16- 1 177 MAIN FLOOR PLAN DIMENSIONS eCAGARAGE �LEFT REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS PROVIDE ,)rnoa 1'rMo cit _, .—.... ')Au II A/r 3050 5H. n At 41 nil CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHES ABOVE THE FINISHED GRADE OR 5URFACE BELOW, THE LOWE5T PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 15 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 5NALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENINGS ARE LOCATED WITHIN 24 INCHE5 OF THE FIN15HED FLOOR PER F.5.C.R. - 5TH EDITION (2014) R312.2 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARD5, WHERE PROVIDED, 5NALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F.B.C.R - 5TH EDITION (2014) 8312.2 M1J. H 1 1 -D REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN51ON5 TYPICAL WOOD FRAME � DAVIS BEWS DESIGN GROUP . WINDOW SCHEDULE •e �I� o EST. 1994 �- O WINDOW WIDTHS z 2011 2411 3611 4811 V) WINDOW CALL -OUTS 00 Z Ecoo ) � ro N (D 2011 1818 F.G. 2018 F.G. 3018 F.G. 4018 F.G. W = 24" 1 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 36" 1830 5H 2030 5H 3030 5H 4030 5H Z 48" 0 1840 5H 2040 5H 3040 SH 4040 5H z 6011 1850 5H 2050 5H 3050 5H 4050 5H 1211 1860 5H 2060 SH 3060 5H 4060 5H p C.G. VERIFY ROUGH OPENINGS ALL WINDOW5, W WINDOIJ -, IZE5 AND IN5TALLA ', N V,�mx% MANUFACTUR° D 5PEGIFI TION5�� Q��...., z REFER TO FLOOR FOR CYL b U5E1) (51NGLE HUNG -5H C ' R XE GLA55- F.G.) 0"(N M1J. H 1 1 -D REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMEN51ON5 JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 � DAVIS BEWS DESIGN GROUP . o •e �I� o EST. 1994 �- O 0 0 .J Cl) z 0000 N 4 00 JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • K ro DAVIS BEWS DESIGN GROUP . 100 o� EST. 1994 �- 0 0 .J Cl) 0000 N 0 0 Ecoo ) � ro N ; L -J.- y� 00�n T Z N :l' JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 a #16 • 1 177 UPPER FLOOR PLAN NOTES GARAGE LEFT 125851 DAVIS BEWS DESIGN GROUP . 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813. 925.1800 FAX W W W.DAVLSBEW&COM TAMPA • DENVER EST. 1994 �- a #16 • 1 177 UPPER FLOOR PLAN NOTES GARAGE LEFT 125851 C,d'-dl' 901'-A" REFER TO 6NEET 281 FDR UPPER FLOOR PLAN NOTES cli le U-Nt W ® 0 to C%Q z Lu aEC v C4 L"9 cL qB0 I�, y tt„pq� i SANFORD O�OA TMS #16-1177 UPPER FLOOR PLAN DIMENSIONS— VALE: I/4" = I'-0" GARAGE LEFT • JOB NUMBER 26002°048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 x ro w DAVIS BEWS DESIGN GROVP i� Joto o O EST. 1994 o— O _1 M N ; 0C i 0 C4 = 0y�M Y/ N . ,� 22JM or •. 00 0 Coo .c J * p 0 0 n �.+ z N 2 d' • JOB NUMBER 26002°048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 •irrrronri�rurrr.rr.r�r 2585 DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXMAR, FLORIDA 39677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVLSBEWS.COM TAMPA • DENVER. EST. 1994 o— •irrrronri�rurrr.rr.r�r 2585 11/2" THICK SAND FINISH KEYSTONE (IF APPLICABLE) RAISED SAND FINISH TEXTURED BANDING NOTE: THIS DETAIL SHOWS THE TYPICAL THICKNESS INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R - 5TH 3/4 EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R10310 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , I'-0" GRADE LINE (ASSUMED) NN ��.� �` •e•°eNeN°°Oen(/®� /�' � @d r& ouj Z C4cy r4 12 G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA (TYPICAL) PLT. HT, 4" BANDING (TYP.) UCCO 115H 1'-4" W. x 5'-0" H. LH7 DECORATIVE / FIXED SHUTTERS 4" BANDING /SHINGLE 12 6 (TYP.) ROOF SECOND F.F. LINE T.o.M. 8" BANDING CIN 411 BANDING TEXTURED `r FINISH TEMP. b BANDING MAIN F.F. LINE G.G. VERIFY GLASS INSERT FOR FRONT 4" BANDING GRADE LINE DOOR DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 14" DFO #16- 1 177 ELEVATION "A" GARAGE LEFT • • x 0 w 150 STATE STREET EAST OUXA4A& FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM C '0 oa 0 milli 0) co N .- >;JN INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F,B.C.R - 5TH 3/4 EDITION (2014) R103b.1 AND ASTM C 1063. THICK THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R10310 AND ASTM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" , I'-0" GRADE LINE (ASSUMED) NN ��.� �` •e•°eNeN°°Oen(/®� /�' � @d r& ouj Z C4cy r4 12 G.C. VERIFY ALUMINUM OVER 2x6 SUB FASCIA (TYPICAL) PLT. HT, 4" BANDING (TYP.) UCCO 115H 1'-4" W. x 5'-0" H. LH7 DECORATIVE / FIXED SHUTTERS 4" BANDING /SHINGLE 12 6 (TYP.) ROOF SECOND F.F. LINE T.o.M. 8" BANDING CIN 411 BANDING TEXTURED `r FINISH TEMP. b BANDING MAIN F.F. LINE G.G. VERIFY GLASS INSERT FOR FRONT 4" BANDING GRADE LINE DOOR DOOR SURROUND (ASSUMED) FRONT ELEVATION SCALE: 1/4" - 14" DFO #16- 1 177 ELEVATION "A" GARAGE LEFT • JOB NUMBER 26002.048 ° CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • • x 0 w 150 STATE STREET EAST OUXA4A& FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM C '0 oa 0 JMIs� 0) co N .- >;JN QQU.f9 00 a5aN ID�' cy L J 000 4dZN ce • JOB NUMBER 26002.048 ° CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 2585 , e TITLE FRONT ELEVATION DETAILS II 3A1 I I �.r.r DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUXA4A& FLORIDA 34677 813.925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER EST. 1994 2585 , e TITLE FRONT ELEVATION DETAILS II 3A1 I I i I I -------------------- 6:12 L I yiO I I I LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS l ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. 1 X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 11.01, ACTUAL SOFFIT VENTILATION = 423.50 SQ. IN. TYP. OVERHANG AT HIP AA (UND.) ROOF PLAN, 5CALE: 1/8" = 1'-011 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING I I ae x W w y � I I C1� LANAI ROOF I 0 VENT REQUIREMENTS ----- ------------------- rrAA VENTILATION CALCULATIONS � Y/ Q ATTIC AREA =139 SQ. FT. / 300 = 0.46 S . FT.X N12 � 144 = 67 SQ. IN.HALF D �Qi L 0 0 AT UPPER 2/3 ROOF VENTS = 33.36 SQ. IN.# z UPPER 2/3 ROOF VENTS REQUIRED =1 j LL ro rooi I 6-12 HALF AT LOW SOFFIT / EAVE VENTS = 33.36 SQ. IN. ________________ - - j 7� ACTUAL SOFFIT VENTILATION 139.00 SQ. IN. I L w 6�! L"4l I I i I yp I I I I I UPPER ROOF VENT REQUIREMENTS I VENTILATION CALCULATIONS ATTIC AREA =1464 SQ. FT. / 300 = 4.88 SQ, Fr. w I X 144 = 703 SQ. IN. 6:12 6:12 HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ, IN. I # UPPER 2/3 ROOF VENTS REQUIRED = 3 j HALF AT LOW SOFFIT / EAVE VENTS = 351.36 SQ. IN. I I ACTUAL SOFFIT VENTILATION = 695.10 SQ. IN. i I I -------------------- 6:12 L I yiO I I I LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS l ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. 1 X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 11.01, ACTUAL SOFFIT VENTILATION = 423.50 SQ. IN. TYP. OVERHANG AT HIP AA (UND.) ROOF PLAN, 5CALE: 1/8" = 1'-011 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING I I ae x W w y � I I C1� oID I 0 o ; rrAA 1 o'o(1�M � Y/ a � T N D �Qi L 0 0 cc a -0 z 6:12 LL ro rooi J 60C�r; 1 7� Z N L v �R L"4l I I i I I -------------------- 6:12 L I yiO I I I LOWER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS l ATTIC AREA = 529 SQ. FT. / 300 =1.76 SQ. FT. 1 X 144 = 254 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. I # UPPER 2/3 ROOF VENTS REQUIRED =1 HALF AT LOW SOFFIT / EAVE VENTS =126.96 SQ. IN. 11.01, ACTUAL SOFFIT VENTILATION = 423.50 SQ. IN. TYP. OVERHANG AT HIP AA (UND.) ROOF PLAN, 5CALE: 1/8" = 1'-011 11/2" THICK SAND FIN15H KEYSTONE (IF APPLICABLE) RAISED SAND FIN15H TEXTURED BANDING INSTALLATION OF EXTERIOR LATHING: AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGPT5 �c 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 PASSAGE 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) 8312.2 m v 12 GIRDER 6� ��< TRU55 onnc YD1 iccre GIRDER TRU66 �6 GIRDER 777 155 TRU55 CONC. BEAM-/ LINTEL ❑❑ FAMILY ❑❑ ❑❑ ❑❑ T. GARAGE ❑ ❑ SECTION AA SCALE: 1/8 14" `otJ1111j11/111 1212 SHIN•. •• 4� i� � RDOGLE 6� LSHINGL 12 _ ' dN'' := b ROOF 7 ' ; 4V:. _� s� PLT. HT. / PLT. HT. ••.•• ••.� --$ : ±�``. /5TUCCO STUCCO _ ❑ STUCCO 1 FINISH FINISH FIN15H 12 12 SHINGLEQ6 4 D , SECOND F.F. LINE 811 ROOF SECOND FF. LINE 811 IN LE _ _SECOND FF. LINE ROOF T.O.M. _ /7 T,O.M: _ m TEXTURED %� cO FINISH � LTEXTUREp L -TEXTURED 11 «� FINISH 7 a, FINI51� 7 MAIN F.F. LINE _ _ _ _ _ -1 - - - - - - l - - - -MAIN F.F. LINE_ GRADE LINE GRADE LINE (A55UMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" - 1411 12 12 6� 12 SHINGLE Q6 Q 6 ROOF SHINGLE PLT. HT. ROOF - - PLT. NT._ zST=0 a, STUCCO FINISH] * r FIN15N SECOND FF. LINE_ /� 811 -� SHINGLE `IZI4 5ECOND FF. LINE M, TOM._ ROOF �- T.OM. ztM TEXTURED TEXTURED FIN15H �' FINISH MAIN FF. LINE TEMP, MAIN FF. LINE GRADE LINE777v- GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION 5CALE: I/811 = 14" 612 T6 SHINGLE 6 12 LSHINGLE 112 � F ROO6 ROOF � Q PLT. HT. - - - - - - PLT. HT. _ LSTUCCO j� - FIN15H TEMP. -O STUCCO 12 SHINGLE * FIN15H 6' LSHINGLE ROOF -� SECOND FF. LINE_ ROOF 7 6 2 811 _ SECOND FF. LINE _ SECOND FF. LINE T.O.M. / TDM. Z EXTURED LTEXTURED FIN15H7 @ FIN15H7on % TEMP. E/ �Vll.bl/��, MAIN FF. LINE _ _ _ _ _ _ _ _MAIN FF. LINE_ GRADE LINE G.G. VERIFY GLA55 TEMP. GRADE LINE 5i�9FORD (A55UMED) INSERT FOR FRONT (ASSUMED) l�F;c DOOR.q I��� J RIGHT ELEVATION «, 6 - +, 7' SCALE '81'-0ELEVATION "A" GARAGE LEff • • x W w Z C1� oID 0 o rrAA 1 o'o(1�M � Y/ a T N �Qi L 0 0 cc a -0 z INSTALLATION OF EXTERIOR LATHING: AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/411 EDITION (2014) R103b.1 AND A5TM C 1063, THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEIGPT5 �c 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 PASSAGE 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) 8312.2 m v 12 GIRDER 6� ��< TRU55 onnc YD1 iccre GIRDER TRU66 �6 GIRDER 777 155 TRU55 CONC. BEAM-/ LINTEL ❑❑ FAMILY ❑❑ ❑❑ ❑❑ T. GARAGE ❑ ❑ SECTION AA SCALE: 1/8 14" `otJ1111j11/111 1212 SHIN•. •• 4� i� � RDOGLE 6� LSHINGL 12 _ ' dN'' := b ROOF 7 ' ; 4V:. _� s� PLT. HT. / PLT. HT. ••.•• ••.� --$ : ±�``. /5TUCCO STUCCO _ ❑ STUCCO 1 FINISH FINISH FIN15H 12 12 SHINGLEQ6 4 D , SECOND F.F. LINE 811 ROOF SECOND FF. LINE 811 IN LE _ _SECOND FF. LINE ROOF T.O.M. _ /7 T,O.M: _ m TEXTURED %� cO FINISH � LTEXTUREp L -TEXTURED 11 «� FINISH 7 a, FINI51� 7 MAIN F.F. LINE _ _ _ _ _ -1 - - - - - - l - - - -MAIN F.F. LINE_ GRADE LINE GRADE LINE (A55UMED) (ASSUMED) LEFT ELEVATION SCALE: 1/8" - 1411 12 12 6� 12 SHINGLE Q6 Q 6 ROOF SHINGLE PLT. HT. ROOF - - PLT. NT._ zST=0 a, STUCCO FINISH] * r FIN15N SECOND FF. LINE_ /� 811 -� SHINGLE `IZI4 5ECOND FF. LINE M, TOM._ ROOF �- T.OM. ztM TEXTURED TEXTURED FIN15H �' FINISH MAIN FF. LINE TEMP, MAIN FF. LINE GRADE LINE777v- GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION 5CALE: I/811 = 14" 612 T6 SHINGLE 6 12 LSHINGLE 112 � F ROO6 ROOF � Q PLT. HT. - - - - - - PLT. HT. _ LSTUCCO j� - FIN15H TEMP. -O STUCCO 12 SHINGLE * FIN15H 6' LSHINGLE ROOF -� SECOND FF. LINE_ ROOF 7 6 2 811 _ SECOND FF. LINE _ SECOND FF. LINE T.O.M. / TDM. Z EXTURED LTEXTURED FIN15H7 @ FIN15H7on % TEMP. E/ �Vll.bl/��, MAIN FF. LINE _ _ _ _ _ _ _ _MAIN FF. LINE_ GRADE LINE G.G. VERIFY GLA55 TEMP. GRADE LINE 5i�9FORD (A55UMED) INSERT FOR FRONT (ASSUMED) l�F;c DOOR.q I��� J RIGHT ELEVATION «, 6 - +, 7' SCALE '81'-0ELEVATION "A" GARAGE LEff JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • • x W w 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. C1� oID 0 JcMNg rrAA 1 o'o(1�M Y/ Z (40 ch T N �Qi L 0 0 cc a -0 03 0 LL ro rooi J 60C�r; 7� Z N L v JOB NUMBER 26002.048 CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 2585 • TITLE • SIDES ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OU MAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DENVER. EST. 1994 2585 • TITLE • SIDES ELEVATIONS ROOF PLAN BUILDING SECTION DETAILS • SHEET • #3 BUILDING WRAP TO GO OVER FLASHING #2 I I I I I FLASHING TO BE FLEXIBLE SELF j#1 ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRIG EXT WALL BUILDING WRAP BEYOND FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS EXTERIOR FINISH 7/16" O.S.B. SHEATHING SHOWN, PROVIDE 4" -1" BEAD OF 1 BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHINGtlz�� FLASHING. PROVIDE FLASHING AND RETURN UP JAMB 6" .USE AND DECK FLASHING. CEMENT PLASTER STOP BOOT AT POSTS LIQUID NAIL BRAND OR EQUALEXTERIOR FINISH WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING i 1 PER BUILDER 1 c 1 s PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING L41 -FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER � P 0 SILL PLATE F(SEE DETAIL B O FOR OPTIONS) BRG. HGT. ALUM. DRIP EDGE 6P CORNER PATCH 2x6. FASCIA VENTED ALUM. SOFFIT FLASHING SHEATH & EXT. FINISH O 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 TYPICAL WINDOW AND SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR "Z" FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i OPTION - A r WEATHER / / EXTERIOR 1 RESISTIVE SHEATHING 1 BARRIER TAPE / SILL PLATE FLASHING 2 WOODEN (ASSEMBLED FLASHING 1 SIDING WINDOW) , 2 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 OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL 1 20" FLOOR TRUSS OING SHEATHING �FLASH 2X8 TRIM BOARD STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ° SEE STRUCTURAL FOR ° CONNECTORS 0o. 24" FLOOR TRUSS �> TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCKcj �.;�� TYPICAL FLASHING AT BAL . ,v • '�/ !!o••• ® obi WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING`� EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WAC NVELOPE. ',,THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE E ,ERIOR ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMUL N OF ATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENE REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMAMDMA 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. TIE -1N WITH WEATHER RESISTIVE BARRIER: x m 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH 150 STATE STREET EAST OUWAAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN vMRR C FLASHING TO FORM WATER SHEDDING LAPS ROOF MATERIAL PIER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO ELEVATIONS WITH APPROVED ALLOW FOR FLASHING INSTALLATION UNDERLAYMENT (REFER TO o'oMco COVER SHEET) , 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF L. � TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING 0 roc r,0 a -ti AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE HURRICANE STRAP PER wr 0 -� C 0 ROOF FRAMING PLAN E _0 ro 15/32 O.S.B. SHEATHING 2X4'S @ 16" O.C. BRIG EXT WALL BUILDING WRAP BEYOND FLASHING TO EXTEND 36" PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS EXTERIOR FINISH 7/16" O.S.B. SHEATHING SHOWN, PROVIDE 4" -1" BEAD OF 1 BUILDING WRAP BEYOND PER BUILDER CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHINGtlz�� FLASHING. PROVIDE FLASHING AND RETURN UP JAMB 6" .USE AND DECK FLASHING. CEMENT PLASTER STOP BOOT AT POSTS LIQUID NAIL BRAND OR EQUALEXTERIOR FINISH WATERPROOF MEMBRANE WATERPROOF MEMBRANE WATER PROOF CAULKING i 1 PER BUILDER 1 c 1 s PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" WATERPROOF MEMBRANE 2X12 #2 SYP CONT LEDGER W/ (4) 1/4" X 4" LAG SCREWS SPACED EVENLY @ 24" O.C. MAX ( EA. FLOOR TRUSS) USP HTA20 STRAP EA. JOIST TEXTURED CEMENT PLASTER FINISH TYPICAL DOOR FLASHING AT BALCONY EXTERIOR SHEATHING L41 -FOLD UP WEATHER R RESISTIVE BARRIER & TEMPORARILY SECURE RFs�sr WEATHER RESISTIVE BARRIER � P 0 SILL PLATE F(SEE DETAIL B O FOR OPTIONS) BRG. HGT. ALUM. DRIP EDGE 6P CORNER PATCH 2x6. FASCIA VENTED ALUM. SOFFIT FLASHING SHEATH & EXT. FINISH O 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 TYPICAL WINDOW AND SLIDING GLASS 3. MECHANICALLY FASTEN AS NECESSARY DOOR "Z" FLASHING DETAIL TYPICAL SLIDING GLASS DOOR FLASHING DETAIL FOLD UP WEATHER RESISTIVE MECHANICALLY FASTEN AS WEATHER BARRIER & TEMPORARILY SECURE NECESSARY IN CORNERS RESISTIVE THROUGH FLASHING BARRIER i OPTION - A r WEATHER / / EXTERIOR 1 RESISTIVE SHEATHING 1 BARRIER TAPE / SILL PLATE FLASHING 2 WOODEN (ASSEMBLED FLASHING 1 SIDING WINDOW) , 2 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 OVER HEAD FLASHING AND SEAL WITH TAPE TYPICAL FLASHING DETAIL AT SILL PLATE TYPICAL WINDOW FLASHING DETAIL 1 20" FLOOR TRUSS OING SHEATHING �FLASH 2X8 TRIM BOARD STUCCO "J" MOLD PROVIDE SELF ADHERED FLASHING 7/16" O.S.B. SHEATHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" ° SEE STRUCTURAL FOR ° CONNECTORS 0o. 24" FLOOR TRUSS �> TEXTURED CEMENT SEE STRUCTURAL PLASTER FINISH 8' CMU BLOCKcj �.;�� TYPICAL FLASHING AT BAL . ,v • '�/ !!o••• ® obi WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING`� EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WAC NVELOPE. ',,THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE E ,ERIOR ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMUL N OF ATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENE REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. R703.2 WATER -RESISTIVE BARRIER ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 APPROVED WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). WHERE JOINTS OCCUR, MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES (152 MM). THE APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C 1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/HAMA 200, FMA/WDMA 250„ OR FMA/AAMAMDMA 300. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TI TL-� • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD 6 '- 7 • 7 o.�r�nornnnniinnrri� • SHEET FLASHING DETAILS I A I x m 150 STATE STREET EAST OUWAAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN vMRR C r 0 JUDO 0-j co N p) o'oMco , N r > >Jc1j L. � SOL • 0 roc r,0 a -ti wr 0 -� C 0 E _0 ro IOU� N J * m � 0 0I 411111 00 z020 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TI TL-� • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD 6 '- 7 • 7 o.�r�nornnnniinnrri� • SHEET FLASHING DETAILS I A I DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUWAAR, FLORIDA 34677 813 .925. 1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.COM TAMPA • DEN vMRR --­� EST. 1994 (F� 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME • CONSTRUCTION. 2585 6. AT WALL AND ROOF INTERSECTIONS. • TI TL-� • 7. AT BUILT-IN GUTTERS. FLASHING DETAILS SANFORD 6 '- 7 • 7 o.�r�nornnnniinnrri� • SHEET FLASHING DETAILS I A I WINDOW UNIT of nnc FLASHING t SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER SHEATHING CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" TEXTURE BARRIER FIN15H COAT 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER BROWN COAT DOOR ROUGH OPENING SCRATCH COAT ° 5ELF-FURRING o LATH ° TWO LAYERS WRB UP JAMB 6". USE LIQUID NAIL BRAND WEEP 5CREED OVER RIM JOIST AND UP TERMINATE SELF —AT ADHE51VE FLASHING SEE ( ) LOWER N05E OF 0 M.W.W.5. OR EQUAL WEATHER PROOF CAULKING 5ELF ADHESIVE >>Ja FLASHING COMPATIBILITY ' WALL NRY BLOCK WINDOW UNIT of nnc FLASHING t SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WEATHER RESISTIVE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" MECHANICALLY FASTEN IF BARRIER EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB& HEAD DOOR ROUGH OPENING WOOD FRAME CONSTR. THRESHOLD OF DOOR AND RETURN SELF -ADHERED FLASHING FLASHING 3/4"-1" BEAD OF CONSTR. BY LAPPING DOWN UP JAMB 6". USE LIQUID NAIL BRAND ADHESIVE TO BE APPLIED UNDER OVER RIM JOIST AND UP MATERIAL W/ METAL LATH IN THRESHOLD OF DOOR AND RETURN WALL BY 6 IN. SEE ( ) UP JAMB 6". USE LIQUID NAIL BRAND 0 LETTER ON CHEMICAL / OR EQUAL WEATHER PROOF CAULKING BUILDING PAPER >>Ja SCORED COMPATIBILITY ' ,..., .. r SELF -ADHERED FLASHING 7/16" O.S.B. RELEASE PAPER SELF -ADHERED FLASHING ° / SEAL TOPS OF JOISTS SELF -ADHERED FLASHING, `� UNDER DECKING "" `Po ' " SUBFLOOR (SEE DETAIL WP07) • RELEASE PAPER TO ADHESIVE AS SHOWN) POSE METAL SCREED 2" BELOW TOP OF ' FLASHING RIM JOIST WINDOW UNIT of nnc FLASHING t SELF -ADHERED FLASHING SELF -ADHERED FLASHING WEEP SCREED AT MID -WALL MASONRY TO WOOD DETAIL EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER BOTTOM OF /0 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 ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS JG SELF -ADHERED FLASHING SELF -ADHERED FLASHING I EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: DD/ EXTEND MIN. OF 6 TEXTURED, PAINTED OUTSIDE OF FLASHING/ GALV. MTL. CRICKET AS EXTER. WALL FINISH ASPHALT BASED 'L' FLASHING ROOF CRICKET: „ D 04 SPECIFIED MIN: 3:12 SLOPE 6 X 18 H GALV. SEALANT APPLIED BY PLAN FLASHING CONT. BEHIND FLASHING % - Z : ' '•• (REQUIRED AT ,J,.;,:;, y.,, >;, :,;,:. ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A j ;>:,. LOCATIONS) AT ENTRY Z MINIMUM OF 6" ABOVE 6 / z Mitis° SHINGLES >TZ VERTICAL RISE OF .•.:.:'�'�>:q:�:,:��:;.�i�:;;• � � FLASHING ATKNEEWALL 6" X 18" H GALV. co FLASHING CONT. DIVERTER :::`_''::> F� SEALANT FLASHING (ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE FLASHING DETAILS FASCIA " f•^sf•;: ;;; ,::;' UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS i' i> COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF E LASHINHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL TEXTURED, PAINTED 5"x5" METAL FLASHING w/TAR BETWEEN EXTERIOR WALL FINISH °.:�°:•.:.•. =^`° FLASHING AND SHINGLES : s HOLD EXTERIOR FINISH 2"ABOVE ` ° ROOF SHINGLE PER e CONTRACT a�o� n ;n FLASHING ved ..1..: �!:. R oO e CAULKING \ :.. :• T,y�c°ys'�/� J '•'tJ:;.1i:;.':J:;,.�":'• J J J �� q�! y'9< RooF ` ° :.•';i;••'"y.,,•••' ROY9gL� E�ME" SO saTYPICAL ROOF TO q��RP o�s� 5 3D C0oRSWALL FLASHING DETAIL O � S G� Goi RAKE METAL 22 29• 5 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT. TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE EXTEND MIN. 6" ABOVE USED. FLASHING — DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPECS. 6" HIGH DIVERTER 6^�`CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHINGOR AR ASPHALT SHINGLES MANUFACTURED BY GALV. 'L' FLASHING UPPER CORNER OF TYPICAL TRIMMED SHINGLE CERTAINTEED CORPORATION. —Rvvrrrvv rci i _ DRIP EDGE FASCIA EXTERIOR CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING �� 3/4"-1" BEAD OF CONSTR. SHEATHING ADHESIVE TO BE APPLIED UNDER INSTALL SELF -ADHERED FLASHING JAMB& HEAD NEEDED IN CORNERS THROUGH SELF -ADHERED ADHESIVE ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE DOW FLASHING SELF -ADHERED FLASHING APPROVED WEATHER-RESIS' UP JAMB 6". USE LIQUID NAIL BRAND DED WI MATERIAL W/ METAL LATH IN REFER TO TECHNICAL / ' OR EQUAL WEATHER PROOF CAULKING SEE ( ) ACCORDANCE WITH ASTMC' 0 LETTER ON CHEMICAL / BUILDING PAPER >>Ja SCORED COMPATIBILITY ' 7/16" O.S.B. ,' 7/16" O.S.B. RELEASE PAPER SELF -ADHERED FLASHING ° / SELF -ADHERED FLASHING, `� (BEFORE FOLDING, SCORE 1�5�1 / ° EXTEND A MINIMUM 6" VERTICALLY FROM KEEP TOP EDGE OF WEEP RELEASE PAPER TO ADHESIVE AS SHOWN) POSE BOTTOM OF /0 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 ** (SEE DETAIL WP07) INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER SHEDDING LAPS JG SELF -ADHERED FLASHING SELF -ADHERED FLASHING I EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALT SEALANT: DD/ EXTEND MIN. OF 6 TEXTURED, PAINTED OUTSIDE OF FLASHING/ GALV. MTL. CRICKET AS EXTER. WALL FINISH ASPHALT BASED 'L' FLASHING ROOF CRICKET: „ D 04 SPECIFIED MIN: 3:12 SLOPE 6 X 18 H GALV. SEALANT APPLIED BY PLAN FLASHING CONT. BEHIND FLASHING % - Z : ' '•• (REQUIRED AT ,J,.;,:;, y.,, >;, :,;,:. ALL LEVEL VALLEY VERTICAL WALL PLASTER STOP AND EXTENDING A j ;>:,. LOCATIONS) AT ENTRY Z MINIMUM OF 6" ABOVE 6 / z Mitis° SHINGLES >TZ VERTICAL RISE OF .•.:.:'�'�>:q:�:,:��:;.�i�:;;• � � FLASHING ATKNEEWALL 6" X 18" H GALV. co FLASHING CONT. DIVERTER :::`_''::> F� SEALANT FLASHING (ROOF MATERIAL PER ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED DRIP EDGE FLASHING DETAILS FASCIA " f•^sf•;: ;;; ,::;' UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS i' i> COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF E LASHINHIN TRUSSES AT 24" O.C. FIGURE 1: FLASHING INSTALLATION FLASHING INSTALLATION WHERE ROOF MEETS VERTICAL WALL TEXTURED, PAINTED 5"x5" METAL FLASHING w/TAR BETWEEN EXTERIOR WALL FINISH °.:�°:•.:.•. =^`° FLASHING AND SHINGLES : s HOLD EXTERIOR FINISH 2"ABOVE ` ° ROOF SHINGLE PER e CONTRACT a�o� n ;n FLASHING ved ..1..: �!:. R oO e CAULKING \ :.. :• T,y�c°ys'�/� J '•'tJ:;.1i:;.':J:;,.�":'• J J J �� q�! y'9< RooF ` ° :.•';i;••'"y.,,•••' ROY9gL� E�ME" SO saTYPICAL ROOF TO q��RP o�s� 5 3D C0oRSWALL FLASHING DETAIL O � S G� Goi RAKE METAL 22 29• 5 LINE VALLEY BY CENTERING 36" WIDE DRIP EDGE 14" 2 EAVES FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT. TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS COURSE EXTEND MIN. 6" ABOVE USED. FLASHING — DO NOT NAIL WITHIN 6" EMBED EACH SHINGLE INA 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPECS. 6" HIGH DIVERTER 6^�`CUT 2" DIAGONALLY OFF ROOFING SYSTEM IS CERTAINTEED LANDMARK TL FLASHINGOR AR ASPHALT SHINGLES MANUFACTURED BY GALV. 'L' FLASHING UPPER CORNER OF TYPICAL TRIMMED SHINGLE CERTAINTEED CORPORATION. —Rvvrrrvv rci i _ DRIP EDGE FASCIA REMOVE CUT SHINGLES 2" BACK FROM VALLEY CENTERLINE 1" 36" 1" 8" 8" 8" 8" 8" 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DE gVER. ACCORDANCE WITH 0Jill f^ O Y/ 0 ASTMC926 SEALANT LI E APPROVED WEATHER -RESISTANT NAIL SHINGLES W/ 11 OR 12 GAUGE ROOFING NAILS. 3/8" MIN HEADS. 6 PER SHINGLE. FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL METAL LATH MUST BE WEEP SCREED DETAIL INSTALLED OVER THE TOP SCALE: NOT TO SCALE OF THE WEEP SCREED. SELF -ADHERED FLASHING PATCH METAL FLASHING FLASHING DETAIL WALL PER PLAN 7/8" CEMENT PLASTER 7/8" CEMENT PLASTER IN x ro w IN ACCORDANCE WITH 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DE gVER. ACCORDANCE WITH 0Jill f^ O Y/ 0 ASTMC926 ASTMC926 APPROVED WEATHER -RESISTANT APPROVED WEATHER-RESIS' MATERIAL W/ METAL LATH IN MATERIAL W/ METAL LATH IN O -m0 ACCORDANCE WITH ASTMC1063 ACCORDANCE WITH ASTMC' 0 BUILDING PAPER BUILDING PAPER >>Ja 7/16" O.S.B. ,' 7/16" O.S.B. SHEATHING SHEATHING m5 of Co KEEP TOP EDGE OF WEEP ' METAL SCREED 2" BELOW TOP OF ' FLASHING BLOCK o0 0 ZC42v 31/2" UNPERFORATED VULCUM CAULK BOTTOM FLANGE 7/8" JOINT ONLY WEEP SCREED MAINTAIN METAL FLASHING 3-1/2" BOTTOM OF UNPERFORATED FLANGE 7/8' WEEP SCREED WEEP SCREED 11/2" TO 2" ABOVE ROOF 1/2" CEMENTITIOUS SHEATHING DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE N%%V ttRt jWJ AND CEMENT PLASTER IN °®®°® BUTT `Nbb a., cc ACCORDANCE WITH%BEASTMC926 ®®®,®••EMBsi40 OVER WOOD 2ND FLOOR ° �° ,® ® • EA U LM CAR ul U TQ 0: so 09- ``s 0 / CEMENT PL TER FINI \ 2 1/2" PERFORATED _ CEMENT °®°®°® BLOCK FLANGE 1/2" WEEP SCREED PLASTER OVER BLOCK 1ST FLOOR INSTALL BOTTOM EDGE OF SLAB WEEP SCREED 1" BELOW FINISH FLOOR OPTIONAL DETAIL NOTE: \ - THE BUILDING PAPER AND METAL LATH MUST BE WEEP SCREED DETAIL INSTALLED OVER THE TOP SCALE: NOT TO SCALE OF THE WEEP SCREED. SELF -ADHERED FLASHING PATCH METAL FLASHING FLASHING DETAIL WALL PER PLAN • JOB NUMBER 26002,048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 x ro w 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DE gVER. ­,� EST. 1994 �> 0Jill f^ O Y/ 0 OJr"'ih; ,�//�� V/ O -m0 0 L >>Ja L L °. 00 m5 of Co Ecy Y 0r o0 0 ZC42v • JOB NUMBER 26002,048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 ATERIAL PER IONS WITH APPROVED. 5"x5" METAL FLASHING 2585 6 .AYMENT (REFER TO w/TAR BETWEEN • SHEET) FLASHING AND SHINGLES 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF TITLE • ROOF PER PLAN 137 Q FLASHING DETAILS SA PO — O � TYPICAL ROOF TO— WALL FLASHING DETAIL PLAN VIEW # 1 6 — 1 1 • 77 THESE DETAILS ARE GENERIC AND MEANT SHEET • TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. 3A v0 0 DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR, FLORIDA 39677 813.925.1300 TEL 813. 925 .1800 FAX W W W.DAVISBEWS.COM TAMPA • DE gVER. ­,� EST. 1994 �> ATERIAL PER IONS WITH APPROVED. 5"x5" METAL FLASHING 2585 6 .AYMENT (REFER TO w/TAR BETWEEN • SHEET) FLASHING AND SHINGLES 31NEERED ROOF RUN KICKOUT FLASHING 6" :S AT 24" O.C. PAST EDGE OF ROOF TITLE • ROOF PER PLAN 137 Q FLASHING DETAILS SA PO — O � TYPICAL ROOF TO— WALL FLASHING DETAIL PLAN VIEW # 1 6 — 1 1 • 77 THESE DETAILS ARE GENERIC AND MEANT SHEET • TO SHOW GENERAL FLASHING AND FLASHING D WATERPROOFING METHODS TO BE USED. N.T.S. 3A v0 0 l�CTT�IC,L4J_ T«�' p DUPLEX CONVENIENCE OUTLET' DUPLEX OUTLET ABOVE COUNTER &w. P. WEATHERPROOF DUPLEX OUTLET I.F.I. GROUND FAULT INTEMMR DUPLEX OUTLET �$ HALF -SWITCHED DUPLEX OUTLET L — — — -J L — J Fgp SPECIAL PURP05E OUTLET DUPLEX OUTLET IN FLOOR I � 220 VOLT OUTLET GF.I, WALL SWITCH MASTER SUITE 3 THREE-WAY SWITCH < /i I 14 FOUR-WAY SWITCH $ D DIMMER SWITCH <j CEILING MOUNTED INCANDESCENT LIGHT FIXTURE ROUGH -IN FOR OPT. \ WALL MOUNTED INCANDESCENT LIGHT FIXTURE FAN/LIGHT \ ;Q. RECESSED INCANDESCENT LIGHT FIXTURE \ Ac. LIGHT FIXTURE WITH PULL CHAIN ` I TRACK LIGHT FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN v ;Q, EXHAUST FAN/LIGHT COMBINATION ® ELECTRIC DOOR OPERATOR (OPTIONAL) I W.P. M 0 CHIMES (OPTIONAL) I GF.I. O PUSHBUTTON SWITCH (OPTIONAL) ® CAR50N MONOXIDE DETECTOR so SMOKE DETECTOR i LANAI s� SMOKE / CARBON MONO. COM50 DETECTOR / I Q TELEPHONE (OPTIONAL) My TELEVISION (OPTIONAL) I STD. LIGHT T oPt. FAN I THERMOSTAT o I < J Cp ELECTRIC METER ELECTRIC PANEL J� DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN c/> CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ — — _ _ _ — — — — — G J ROUGH -IN FOR OPT. CEILING FAN NOTES I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) 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 A50YE FINISHED FLOOR: SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE.. 14" (UNLESS ABY COUNTERTOP) TELEVISIOK ..14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, 40 SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE A,F.C.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GPD, 6. IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH N.F,PA,10, 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-BURsIING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARS 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 15 SERVED FROM THE LOCAL POUTER UTILITY. SUCH ALAW6 SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. MICROWAVE—' yT Hoop OUTLET +14° TO EXTERIOR WP. I GF.I. COACH AT 48" LIGHT I-- — — — — — — —– GF.I. I AT 48" PUSHBUTTON FOR GA, OPENER I \ � I oc I 1 \ I G.C. VERIFY OVERHEAD GARAGE DOOR CONTACT =L-L__j GF.I. GARAGE I / AT 48" L — — - — - — — —– ELEC. G.F.I. EAT 4811 PANEL 200 AMP RRIG COACH LIGHT W.P. GP.I, FOR T.U. SERVICE G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE 4/0 ALU. CABLE * * * * MAIN DISCONNECT R~IETER A/C G.C. VERIFY LOCATION COM50 - SQUARE D DISC. OF RECESSED CAN TYR 14 AND M2 COPPER TO LIGHTS DEFER TO FLOOR INSIDE LIGHTS AND OUTLETS * * * * PLAN FOR NOTED MAIN DISC. PANEL AMPS. REQUIRED X10 COPPER TO WATER HEATER UNDER SROUND 08 COPIER TO RANGE G.C. VERIFY ALL SERVICE BY 04 COPPER TO 5/8" GROUND ROD SMOKE DETECTORS POWER COMPANY ALSO SERVICE TO BE BONDED TO BE HARD -WIRED TO FOOTING STEEL ELECTRICAL RISER DIAGRAM NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY. �OUD/No SANFORD 4 #16-1177 MAIN FLOOR ELECTRICAL PLAN. GARAGE LEFT • JOB NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 x ro w DAVIS BEWS r 0 J0�O DESIGN GROUP 0 J U) OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEVV&COM TAMPA • IDENVER - EST. 1994�- co Y/ 6 L >iJN 0. Lo S IL p O (oC ~ 2a�ti IL 4 �� s0}'C4 f0 0 00 z 101 • JOB NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 0 ll�rw O O Z � O m Ln z O oC = O o rf000l � O o 2585 • SHEET • DAVIS BEWS DESIGN GROUP ISO STATE STREET EAST OLDSMAR, FLORIDA 34677 813. 925. 1300 TEL 813.925.1800 FAX WWW.DAVISBEVV&COM TAMPA • IDENVER - EST. 1994�- 0 ll�rw O O Z � O m Ln z O oC = O o rf000l � O o 2585 • SHEET • DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER w.a. WEATHERPROOF DUPLEX OUTLET .F.�. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET Fgp SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH _t4 FOUR-WAY SWITCH $ D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE Ac. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN ;Q. EXHAUST FANLIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) a PUSHBUTTON SWITCH (OPTIONAL) ® CARBON MONOXIDE DETECTOR s� SMOKE DETECTOR s� SMOKE / CARBON MONO. COMBO DETECTOR TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) Q THERMOSTAT �n ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) c /> ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ G J ROUGH -IN FOR OPT. CEILING FAN NOTES - 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS IGF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: SWITCHES.... 42" OUTLET$ ....14" TELEPHONE ... 14" (UNLESS ABV COUNTERTOP) TELEVISION.. 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, nCR=ATION ROOMS, CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AFC.I. DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY ROOMS SHALL BE GFC.I. PROTECTED (GF.I) 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, F.BC.R - 5tH EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL-FUEL-BUI;NING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL 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 WIHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY LOCATION FOR CEILING FANS PRE -WIRE G.C. VERIFY LOCATION OF RECESSED CAN LIGHTS G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED * * * GFO) �6-1177 UPPER FLOOR ELECTRICAL PLAN_ GARAGE LEFT • J08 NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 • • x m w 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TANWA • DENVER EST. 1994 r 0 00100 0 Jr hW 0 0) Y/ 0 r ` j;Jcv '6 V ` 6 U. . \/r 0 :gz 3 co 0�3�E WY�0) L -cq J (o 00ro� ZN�a • J08 NUMBER 26002.048 • CAD FILE NAME LOT 170 ISSUED 12-10-15 REVISED 04-05-16 2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OLDWAR, FLORIDA 34677 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWSCOM TANWA • DENVER EST. 1994 2585 • TITLE • UPPER FLOOR ELECTRICAL PLAN • SHEET • GENERAL NOTES INDEX OF DRAWINGS FOUNDATIONS METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD W QSOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, r MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL SHEET SHEET TITLE � BEARING CAPACITY 2000 PSF AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES TERMITE TREATMENT OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. Q 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A S1 STRUCTURAL NOTES - MINIMUM G50 ZINC COATING W THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. S2 FOUNDATION PLAN � (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS Cl) ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S3 DOWEL PLACEMENT PLAN W CONSUMER SERVICES. PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES Z CAST IN PLACE CONCRETE of PRESSURE TREATED WOOD. S4 FIRST FLOOR FRAMING PLAN N °- 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF PREFABRICATED WOOD TRUSSES z 0- 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S4.1 NOTES & CONNECTOR LEGEND o � SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UPLIFT U AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS S4.2 ROOF FRAMING PLAN W W 2. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL = W ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR CONFORMING TO ASTM A-615 GRADE 40. F- 0 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED S5 LINTEL PLAN w NOT NEED TO HAV WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CONNECTO STO UPLIFT FORAPPLIEDEPLEASE COORDINATE WITH THE TRMEMBERS OF THESE WALLSDUSS ENGINEER ORE O THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. SD 1 FOUNDATION DETAILS U 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN p REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, ANDTRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE SD2 GENERAL DETAILS z "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS 0 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING �+ q �+ > > BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD SD3_ GENERAL DETAILS Im LU AT EACH END SHALL BE PROVIDED. 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH r THE LATEST EDITION OF ANSI TPI 1. S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THEMANUFACTURER UNLESS NOTED ON PLANS CENTER TO UPPER 1/3 OF THE SLAB. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF SD5 TWO STORY DETAILS U- %olitt IUc11111 W V BOLTS AND THREADED RODS TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY W ��� * ®.P �, a �+ �/ w. 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. SD6 TWO STORY DETAILS ' w.••''••"••..:vX�t ���, � R V 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS TRUSS DESIGN LOADS: ` .� .0 it U. b•.; �:. � UJ o FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF TOP CHORD: Lr = 16 PSF ST1 STAIR DETAILS ""*' © Q � : z ��p.� Z Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE DL = 7 PSF (SHINGLE TYPE ROOF COVER) �' Ny W � mG U OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) d z --� -� DL = 14 PSF TRUSS OVERBUILD / ���J tQ F�.. � ° �` 0 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE ( ) UPDATES OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN BOTTOM CHORD: DL = 5 PSF . .•• Z N •. C003 Q CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN LIVE LOADS: •0'G� J p ACCORDANCE WITH ASTM B 695, .•...•• `�� J A)FLOORS = 40 PSF T� � O �� � MASONRY WALL CONSTRUCTION NUMBER DATE DESCRIPTION ',,Q+ e. B) BALCONIES = 60 PSF / 100 PSF (WHEN BALCONY EXCEEDS 100 SQ FT) >O „ 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, - 40 PSF ",1 ' ' ' C)DECKS = CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 D)STAIRS - 40 PSF 1 5/9/2014 CREATED 'ELEV. A B C AND ELEV A WITH BONUS PSI (fm =1900 PSI) E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WITH MASTER 2 AND WITH BONUS & MASTER 2 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 MINIMUM FLOOR DESIGN DEAD LOADS: I- 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 2 7/8/2014 CREATED ELEV. C W/ TRUSSWAY TRUSSES U) o SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS J 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS ADDIT'L BRACING &BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DRAWINGS CREATED ELEV. C W/ BONUS TRUSSWAY B- "' 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 3 12/18/2014 RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING TRUSSES O C 7 Q PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ROOF MIP/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 -�= z° . WALL AT THE TOP &BOTTOM &MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE 4 1/29/2015 CREATED ELEV' B STD TRUSSWAY TRUSSES z C LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" Q c 0 FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 cri POSITIONERS IN MIDDLE OF WALL BLOCKING w/ (3) 12d TOENAILS EACH END. REMOVED OPTIONAL MASTER SUITE 2 AND = 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. 5 1/30/2015 OPTIONAL BONUS ROOM W/ MASTER SUITE 2 FROM`�c 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 MASTER PER BILL YOUNGMAN'S REQUEST _ C> U 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 Z, ID ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. UPDATED ELEV. A STD W/ TRUSSWAY TRUSSES LL p -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING 6 4/14/2015 0 Q 10. MASONRY ROUGH OPENING TOLERANCES - 1/4 TO + 1/2 PER TB -56 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 z 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 Q CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. U) -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS > 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 7 1/8/2016 ADDED A/C CHASE TO CLOSET AT BEDROOM 3 CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ° p 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR 3 DAYS AND NO ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS o_ O WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). Ld U) 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 8 1/26/2016 ADDED ALTERNATE DEN OPTION H Z EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 U' CONSOLIDATION. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) OW WOOD CONSTRUCTION W o DESIGN PRESSURES 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 EFFECTIVE REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED 1. OMITTED REBAR LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BEND). BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM 2. STRAPS/CONNECTOR SUBSTITUTION NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY & LATERAL RESISTANCE VALUES IN FIELD W/OUT VERIFICATION, PROVIDED ALL MANU'S (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY INSTALLATION INSTRUCTIONS ARE FOLLOWED. SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE 3. STAIR CONSTRUCTION DESIGNED AND DETAILED BY OTHERS. 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL 4. METAL STUD SUBSTITUTION HOLES OVER V 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"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES 6. MORTAR JOINTS NOT. -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON MASONRY IS TO BE PRESSURE TREATED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, WOODEN TOP PLATES. THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG 10. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ENGINEERED LUMBER VERT. REINF. IN EA. CELL, CONT. PER PLAN. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 7. OVERHANGING CMU WALL VALUES AS FOLLOWS: -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. COLUMNS BEAMS STUD z z 2 E = 1,800,000 Ib/in U.N.O. E = 2,000,000 Ib/in U.N.O. E = 1,500,000 Ib/in U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/2", GROUT FILL FIRST (3) COURSES REQUIRED. REFER TO SECTION R301.2.1.2 OF THE IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN Fb = 2500 Fb = 3000 Fb = 2200 -FOR CMU OVERHANGING FOUNDATION OVER 1-1/2", CONTACT EOR FOR REPAIRS. Ft =1500 Ft =1700 Ft = 1500 STRUCTURAL STEEL Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = Fc j = 900 Fc j = 900 Fc j = 450 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. Fv = 285 Fv = 285 Fv = 150 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) CONDITION U.N.O. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CEILING CONSTRUCTION CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 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. 16' UNO. 3. MINIMUM 7/16" OSB. EXPOSURE 1 SHEATHING TO THE UNDERSIDE OF THE ROOF 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, TRUSSES IN THE LANAI AND ENTRY AREA. ALL PANEL EDGES ARE TO BE BLOCKED SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, SOLID W/ 2X4 #2 SYP. W/ (3) 10d TOENAILS EACH END. THE OSB. IS TO BE NAILED W/ FASTENERS, LOAD, AND TOLERANCES. 8d NAILS @ 4" O.C. AT ALL EDGES AND 8" O.C. IN FIELD. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE O (PSF) WIND J U) .. (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 20 (+) 20.2 (+) 20.2 � (-) 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 7'-0" �..� (+)18.4 (+)7.7- + .(-)20.9 (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a J✓ 5 5 STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS SII Jf�l Z<( v �� rn, o J < z` O U J U) .. Q O ZO Q 4a L4 _ F_3: LIJ 001 ;� Z _j I-- W O � W U 0 iui rr��� VJ U X O Z ._._ U U 3 �..� Q z SII Jf�l 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. Z<( v �� rn, U Q Z 001 11 O � r z 3 Z E- W Z J O z d 1 _ 0000LO 'S 04 X .. m p O jZ U a LL LU � � z LU <t0= U) 0 H N 0 (n 11 W STRUCTURAL ENG CFG / BAD DRAFTING. N -STRUCT: AML Q QC CHECK CC H JOB No. TM- 2152025 SANFORD z W SCALE: AS INDICATED �pAF�I F/5 DATE: 04/11/2016 S1 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. 0 0 M PAD A/C 0 Z 0 C?U 0 U) N i 75'-0" 52'-4,. 2 STORY FOOTING I1 13'-8" 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE O � SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F- b CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4" OF THE 0 V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR w W USE ALTERNATE APPROVED METHOD. 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. ❑ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z INSTRUCTIONS. - J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. :5 m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED X O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS J AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD 11 VIII,///�� p FOOTING STEP DOWN AND CORNER INFOR TION. LL ` � �I� eea O `off ��. ••••ee,ee••• •Y, �j�f O dN 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING A (TION SOURCE e• •• �/� !,� w p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO VIDE SUCH Q .•W O LL. b •: V✓ �Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTI ( N " . 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER' COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONSw fir. U ..O h Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �:� 4•e•.J, �%. Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL •.• ee• 4. �� J O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF ''•.••�° ®��rv�® J SOIL TO BE FREE OF ORGANIC MATER AL AND COHESIOVE SOILSN O c`'''�/// o //IIi1T1k� COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS -j x. DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Q w. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 0' 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W I �� 0o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE CL Awk 0o STEMWALIL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. O QO ca o FOOTING SCHEDULE ¢48 C 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. e O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. w `~ )1 BARS & 3" MIN. COVER TO EDGE OF CONC. Q C14 24 x24 x12 dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. O Q 281lx28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0Q 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. U 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. > 9 BARS & 3" MIN. COVER TO EDGE OF CONC. M 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. a 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. H O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z J z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. Q 4211x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. ❑ BARS & 3" MIN. COVER TO EDGE OF CONC. O48 x4$ x12 dp w/ #5's EQUALLY SPACED EA. 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O Z ~ BARS & 3" MIN. COVER TO EDGE OF CONC. Z F- 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U < co a BARS & 3" MIN. COVER TO EDGE OF CONC. Q O O60"x60"x16" dp w/#5's EQUALLY SPACED EA. i 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. = Z Q O N BARS & 3" MIN. COVER TO EDGE OF CONC. Uj I- -I SYMBOLS LEGEND - W I- O O � )1 W LL ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Z ~ TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). W O U)• INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE' BEAM. Q Z 121 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ❑ w O CLa z Oo J I-. Z 0 T w Z O O ❑ O W O00O 3: 2 N m ❑ F— - jLU LL a_ � Q0= LU O H H III STRUCTURAL ENG: CFG / BAD a DRAFTING: I-STRUCT: AML QC CHECK CC Q.._, ....,. _ .. _ ....... --- ... H JOB No. TM- 2.152025 416 "` 1 I Uj SCALE: AS INDICATED co DATE: 04/11/2016 W FOUNDATION PLAN 1/4"=11-011 2 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. FOUNDATION NOTES: w 1. PROVIDE MIN, 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 1— LAPPED MIN. 6" AND SEALED. < 2. PROVIDES -1/2" CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY USED ILO WWM, WHEN FIBER MESH. MEETS OR Q .._...... _ — --.... EXCEEDS SPECIFICATIONS SET FORTH IN THE CURRENT CODE. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Z ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. p LAP SPLICES SHALL BE NO LESS THAN 25". (q w 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR cr_ RECESSING DOOR SILLS. z V O 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. o 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE O � SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F- b CONTROL JOINTS TO BE SAW CUT DEPTH OF 1/4" OF THE 0 V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR w W USE ALTERNATE APPROVED METHOD. 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. ❑ 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL O U SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 0 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Z INSTRUCTIONS. - J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. :5 m W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q DOWN. SEE SHEET SD1 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED X O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS J AND LAP SPLICE. SEE DTL MF09 AND MF10 ON SD1 FOR STANDARD 11 VIII,///�� p FOOTING STEP DOWN AND CORNER INFOR TION. LL ` � �I� eea O `off ��. ••••ee,ee••• •Y, �j�f O dN 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING A (TION SOURCE e• •• �/� !,� w p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO VIDE SUCH Q .•W O LL. b •: V✓ �Z Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTI ( N " . 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER' COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONSw fir. U ..O h Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE �:� 4•e•.J, �%. Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL •.• ee• 4. �� J O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TOFOUNDATION POUR FOR VERIFICATION OF ''•.••�° ®��rv�® J SOIL TO BE FREE OF ORGANIC MATER AL AND COHESIOVE SOILSN O c`'''�/// o //IIi1T1k� COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS -j x. DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). Q w. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 0' 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO W I �� 0o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE CL Awk 0o STEMWALIL CHART ON SD1 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. O QO ca o FOOTING SCHEDULE ¢48 C 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. e O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. w `~ )1 BARS & 3" MIN. COVER TO EDGE OF CONC. Q C14 24 x24 x12 dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. O Q 281lx28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0Q 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. U 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. > 9 BARS & 3" MIN. COVER TO EDGE OF CONC. M 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. a 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. H O36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z J z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. Q 4211x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. ❑ BARS & 3" MIN. COVER TO EDGE OF CONC. O48 x4$ x12 dp w/ #5's EQUALLY SPACED EA. 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O Z ~ BARS & 3" MIN. COVER TO EDGE OF CONC. Z F- 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U < co a BARS & 3" MIN. COVER TO EDGE OF CONC. Q O O60"x60"x16" dp w/#5's EQUALLY SPACED EA. i 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. = Z Q O N BARS & 3" MIN. COVER TO EDGE OF CONC. Uj I- -I SYMBOLS LEGEND - W I- O O � )1 W LL ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Z ~ TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). W O U)• INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE' BEAM. Q Z 121 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. ❑ w O CLa z Oo J I-. Z 0 T w Z O O ❑ O W O00O 3: 2 N m ❑ F— - jLU LL a_ � Q0= LU O H H III STRUCTURAL ENG: CFG / BAD a DRAFTING: I-STRUCT: AML QC CHECK CC Q.._, ....,. _ .. _ ....... --- ... H JOB No. TM- 2.152025 416 "` 1 I Uj SCALE: AS INDICATED co DATE: 04/11/2016 W FOUNDATION PLAN 1/4"=11-011 2 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. CV O IT i CV 7'-0" 6'-8" 6'-8" 6'-8" 3'-8" T-0" 4'-6" 3'-10" 3'-2" T-2" 7'-4" 1'-8" � I � -4 4 4 4 4 H SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). n • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q __ TO TIE BEAM. Z ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 cn z ;o �U) LU' :o w1LDU/G, SANFORD 6®1177 DOWEL PLACEMENT PLAN 1/4"=1'-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W a Inl U Z z Z F- SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM ( 6'-8" O.C. MAX U.N.O.). n • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Q __ TO TIE BEAM. Z ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 cn z ;o �U) LU' :o w1LDU/G, SANFORD 6®1177 DOWEL PLACEMENT PLAN 1/4"=1'-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Inl U Z z Z F- W W Z I) U- 0 0 W ♦ , z Z O Q Z Z � r U O J L.1. ^ Z 0 � 4 LU 2 w W z��� H 3 D W U 0 z o Uj W Q O U = CO U Z ��II Jf�1 (D Inl Z Q O Z 0 0 1/ Z C7 r w Z 0 0 w z iYo 000000 C4 m --M o 0 -j z V C) LL. W = �5 O F— M F- W STRUCTURAL ENG: CFG / BAD __— - (� DRAFTING: H -STRUCT: AML J QC CHECK: CC H JOB No. TM - 2152025 W SCALE: AS INDICATED W DATE: 04/11/2016 3 W Q _.i H z W W �z a 0 N z CL O H V W W ❑ O Z J 5 M W 0Io W o Ofir• -t u., b;.•'.-ci Z. N= O ,z N W 2 :d=" Z v :'btu cc• +* Ci WS 11 ® Q J 0 LO � . �� • �,�, ❑ SD5 U') LO u> tD to F%- ti O W O 1 O o Q� N N N N M � �I�'' ••.•�®®•e-O ``��� J O O O O O O O O O O O O O O O O O O O O O O O O Ofill e{`�•, _ ■ ■ H■ ■ ■ ■H III - =y; I- -� J05 Q I I � N H �� Li- LL W 3: U 0��., J06 L- - WS10 11pp w rk SD5 ui D: � J J23 J23 cj �, W � D J23 c .� LL G Zo .� J z F - 23Z) I k, LL 0� J22 w LL/ U ui LU 0� J06 F= 0 O W J05 Z 1— LL LU o � U) r N Ch N .•J V 'V VJ V N W �� U p'� o 0 0 0 0 WS 11 o 0 06, Z SD5 MD03 0 SD2LU O I I SD2L.L J07 O N U o WS10 Q Z O O 11 Z (, r W Z J 0 L_ ,I 0 z 1 Uz SD5 Z: O 0000 1 'S N O W .. m 0- z OC J GW Q0= WFn O H H 7�7J07 0� Z 1 N a o�Q- Q � � A Z Q o W U STRUCTURAL ENG: CFG7 BAD DRAFTING: LSSANFORDcn -STRUCT: AML QC CHECK CC Z JOB No. TM - 2152025 - - -- SCALE: AS INDICATED q C 1 U- 1 1 7 7 W // U) FIRST F FRAMING PLAN W DATE: 04/11/2016 J07 a> W "' S4 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 z' -E BW1tjL,Zti+ fir■ J05 Q C 9 U FU BW444-4`5rWF1 V01 ■ U 4�' — — _ BW4 SD6 WS15 • J06 O 4� Q F12 A H2x12 SIIA SD 6 0 i - - BW1 BW1 - - J22 A A H2x8i ■ _ C1� 2x6COMBO TRUSS#2 SYP CONT. UNDER2ndEDGER TO - WF15 a_ J23 Z ui D: � J J23 J23 cj �, W � D J23 c .� LL G Zo .� J z F - 23Z) I k, LL 0� J22 w LL/ U ui LU 0� J06 F= 0 O W J05 Z 1— LL LU o � U) r N Ch N .•J V 'V VJ V N W �� U p'� o 0 0 0 0 WS 11 o 0 06, Z SD5 MD03 0 SD2LU O M z Q Q Z O O 11 Z (, r W Z J 0 0 z W Z: O 0000 1 'S N O W .. m 0- z OC J GW Q0= WFn O H H CL W U STRUCTURAL ENG: CFG7 BAD DRAFTING: LSSANFORDcn -STRUCT: AML QC CHECK CC Z JOB No. TM - 2152025 - - -- SCALE: AS INDICATED q C 1 U- 1 1 7 7 W U) FIRST F FRAMING PLAN W DATE: 04/11/2016 S4 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD CONNECTION & FASTENERS UPLIFT (2)2x6 #2 SYP w/-21' FLITCH PLATE TAG SPACING CAP. (plf) BLOCKING TOP BOTTOM BW1 16" (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN ATTACH KING STUD TO HEADER w/(10) H2x10 OR ENDNAILS OR ENDNAILS UPLIFT (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) BW2 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN ATTACH KING STUD TO HEADER w/(6) BW3 16" 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(8) BW4 12"UPLIFT (3)12d TOENAILS (3)12d TOENAILS NO MID -SPAN 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. OR ENDNAILS OR ENDNAILS (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. BW5 16d NAILS 1/2" THREADED ROD @ 48" O.C. 1160 pif MID -SPAN HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING 12" ADJUST AS REQ'D TO MISS STUDS OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" BW6 1 1/2" THREADED ROD @ 48" O.C. 1160If p 3rd. PT. STANDARD HEADER NOTES 12" ADJUST AS REQ'D TO MISS STUDS 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 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 3140 3140 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, Yz" THREADED ROD w/ MIN 7" EMBED (OR 7" PAST STEP DOWN) USING SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/4" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 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/-21' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Op (2)2X6 SYP#2 BUILT UP STUD COLUMN 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SYP#2 BUILT UP STUD COLUMN 16d NAILS 44 SYP#2 POST (2)2x10 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) H2x10 PLATE 16d NAILS H2x12 (2)2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) NO PLATE 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) OR 5-1/4"x7" LVL COLUMN. 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O Z° 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 w/MIN. 7" EMBEDMENT 16d NAILS MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASEPLATE U.N.O. ON PLANS. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING PLACEMENT OF ANY TRUSSES SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO V-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 WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD4. 3. NAIL HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER CHART ABV. CONTRACTOR TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDITIONAL KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPEICFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. COLUMN SCHEDULE AO (2)2X4 SYP #2 BUILT UP STUD COLUMN g O (3)2X4 SYP#2 BUILT UP STUD COLUMN C O (4)2X4 SYP#2 BUILT UP STUD COLUMN Op (2)2X6 SYP#2 BUILT UP STUD COLUMN O(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 HO 44 SYP#2 POST JO 6x6 SYP#2 POST OK 8x8 SYP#2 POST O3-1/2"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. OR 5-1/4"x7" LVL COLUMN. SO7x7" LVL COLUMN. TO 3-1/2"x11-7/8" LVL COLUMN. O Z° O H10A 1340 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 & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASEPLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD GENERAL DIAMETER/ LENGTH NAIL VALUES 8d .131" x 22' 10d .148" x 3" 12d .148" x 34" 16d .162" x 3�' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(7) 10dx12" NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. META20 w/(7) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: SIMP. META16 (2)META16 OR (2)META20 r7 TO POST: SIMP. HTS20 OR LSTA18 2 (1)ply TRUSS (10)10d x 1z' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (12) 16d x 1-1' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS " NAILS OR w/(18)10d x 12FRAME Z° H10A 1015 H10A 1340 ❑H10A 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS TO FRAME H10A-2 1070 H10A-2 1245 E HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4"x24" TAPCONS PLACEMENT OF ANY TRUSSES (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 U_ (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & NAILING SCHEDULE: 6� H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS ON MASONRY: SIMP. META16 7❑FRAME (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 5" EMBEDMENT O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND NAILS & (18)4"x24" TAPCONS F9 I HTT4 w/(18)16d x 2z' NAILS & e" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 TO POST: SIMP.. HTS20 OR LSTA18 SET EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24" TAPCONS O 11 HTSM16 w/(8)10d NAILS & (4) 4'x 2'1" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 E LTT20B w/(10) 10d NAILS & 8' EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG. 1290 1300 APPROVAL FROM THE E.O.R. EPDXY MIN. 7" EMBEDMENT SEE WF10/SD4 FOR MORE INFO. ~Q 19 HTT4 w/(18) 16d x 22' NAILS w/8" EPDXY ANCHOR w/SIMP. COLUMN TO FTG. 3640 4235 O SET EPDXY MIN. 7" EMBEDMENT a OU 20 (3)HTS20 w/(24)10d x 1 z' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 2 ~ Q 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 GIRDER TO COL./ BEAM 9100 4095 23 - - 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 5351bs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. mmmmi BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS 1- O TO POST: SIMP. HTS20 OR LSTA18 W z TO BEAM: SIMP. HUC48 w/(14)16d NAILS 2 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. PLATE TAPCONS D ON MASONRY: SIMP. META16 r7 TO POST: SIMP. HTS20 OR LSTA18 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. TO BEAM: SIMP. HUC410 w/(18)16d & 07 N (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"x24" TAPCONS °ZQ Z° ON MASONRY: SIMP. META16 TRUSS MANUFACTURERS LAYOUT TO POST: SIMP. HTS20 OR LSTA18 o O` TO BEAM: SIMP. HUC410 w/(18)16d & ----STOP---- (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 PLACEMENT OF ANY TRUSSES ON MASONRY: SIMP. META16 - TO POST: SIMP. HTS20 OR LSTA18 U_ z Q TO BEAM: SIMP. HUC410 w/(18)16d & NAILING SCHEDULE: (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ROOFS: NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) >O TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. META16 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION U TO POST: SIMP.. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. U NAILS & (18)4"x24" TAPCONS O ON MASONRY: SIMP. META16 PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. TO POST: (2) SIMP. HTS20 OR LSTA18 (D ON MASONRY: (2) SIMP. META16 65.25x16 (3) 1.75"x16" LVL U w * NAIL TOGETHER USING (3) ROWS OF 12d NAILS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. p @ 6" O.C. EACH SIDE °oof TO POST: (2) SIMP. HTS20 OR LSTA18 AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q ON MASONRY: (2) SIMP. META16 B3.5x20 (2) 1.75"x20" LVL EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U_ * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d (D NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1/4" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BU OR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND T SS SHOP' DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR RE AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE TH PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE W Q 0 0 S 0 z > > m W 8 W IX ```,,011 ��,', W `�`'` ,�,•`•.cl,; +�/t/�r 'res' o a 04 :W® O p aq Z o -° ' Z 04 IW a`Uj = Z •� Z t� 4V C00 � �e Q •o®oye•oo�®��,� J O LL = T � ° 1111ee��`` ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BE IN ACCORDANCE WITH ASTM A 153. z 1- O BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE W z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 2 ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED Q O WITH (3) 10d TOENAILS. Q Z_ AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. W D CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER r7 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. 07 N BUILDER NOTE: z °ZQ Z° TRUSS MANUFACTURERS LAYOUT o O` ----STOP---- W AND CALL THE ENGINEER OF RECORD PRIOR TO ¢' PLACEMENT OF ANY TRUSSES 0+ - 0 U_ z Q NAILING SCHEDULE: 0 ROOFS: F ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) >O FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" W O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION U LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. U ,Z V O PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. (D GABLE ENDS: U w ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. p °oof AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q N h - EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U_ (D 0z z CL EXTERIOR WALLS: z ° O W SEE WF10/SD4 FOR MORE INFO. ~Q O w iE U) W NAILS:v O W a OU NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06 J Ld ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, 2 ~ Q HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE H w EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, J 1-- W O q9 0 S 0 z > > m W 8 W IX ```,,011 ��,', W `�`'` ,�,•`•.cl,; +�/t/�r 'res' o a 04 :W® O p aq Z o -° ' Z 04 IW a`Uj = Z •� Z t� 4V C00 � �e Q •o®oye•oo�®��,� J O LL = T � ° 1111ee��`` STAINLESS STEEL, S11 -ICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL w ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BE IN ACCORDANCE WITH ASTM A 153. z 1- O BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE W z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 2 ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U O WITH (3) 10d TOENAILS. Q Z_ AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. W D CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER r7 THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. 07 N BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE °ZQ Z° TRUSS MANUFACTURERS LAYOUT o O` ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO ¢' PLACEMENT OF ANY TRUSSES 0+ - U_ z Q NAILING SCHEDULE: 0 ROOFS: WQ ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) >O FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 8" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 12" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION U LL PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL O UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. U Z PLY CLIPS TO BE SPACED NO MORE THAN 24 O.C. (D GABLE ENDS: U w ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ T. O.C. p °oof AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER Q z °� z EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. U_ (D 0z z z a EXTERIOR WALLS: z ° O W SEE WF10/SD4 FOR MORE INFO. ~Q Z NAILS:v O W a OU NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 06 J Ld ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d RING OR SPIRAL SHANK, 2 ~ Q HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE H W v,Z EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, J 1-- W O q9 STAINLESS STEEL, S11 -ICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL w F - BE IN ACCORDANCE WITH ASTM A 153. z 1- O APA SHEATHING NOTE: o XO W z 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED 2 PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U WITH (3) 10d TOENAILS. Q Z_ D W 07 a 2 U I Z a Q z ° 00 r� J z Z LU Z J O O LLJ- Z O 1 0000 C4 O (� .. m O -jZ LU U p - W O c 5 Q H F- LU 0 07 IZ LU STRUCTURAL ENG: CFG /BAD O DRAFTING: F- -STRUCT: AML U) J QC CHECK: CC Z JOB No. TM- 2152025 NOTES & CONNECTOR LEGEND o _SCALE _ _ 04 1 /2016TED W DATE. 04/11/2016 a0����N�% 1 /4"=1'-0" U) (SANFORD 17 r7 S401 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. ti� 00 J08 J09 J10 J11 J11 J10 J09 J08 �' leO w e°°000er••°• ti �j ® ti Tt LL. ai o ©� : °� Z z O w p W C0 O o C) Q LU CL h�C" U ULL'" O0 Z amO O IL u.i ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B W U z Q C� Q 0 �� I § -1 0 z z z o Z V O J LL0 0 F = LU LL z F0 0 W 0 C) z a 0 o a z EXTERIOR FRA ALL STANDARD 2ND FLOOR FRAMING SCHEDULE (TAYLOR ON) WALLS WITH PLASTER OR STUCCO FINISHES 0 WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACIN END ZON STRUCTURAL ENG: 8'-0" NOTES: 16" O.C. MAX w 9'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX OSANFOIRR�D 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX CHECK: CC 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF 0 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Z 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. Q z o 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q „ F-1 0 TO FOLLOW THE DETAILS INDICATED BELOW' Z z?o 0 R _j OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS w Wow z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR a Woo , 0000 SHEATHING IS NOT CONTINUOUS) 55 Uj CM m o OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS J W Z W >-°o — SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z z w Qt— SHEATHING IS NOT CONTINUOUS) o Q N I- 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. Z (L O U U) w W LOW a O Z J 5 M W w e°°000er••°• ti �j ® ti Tt LL. ai o ©� : °� Z z O w p W C0 O o C) Q LU CL h�C" U ULL'" O0 Z amO O IL u.i ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B W U z Q C� Q 0 �� I § -1 0 z z z o Z V O J LL0 0 F = LU LL z F0 0 W 0 C) z a 0 o a z EXTERIOR FRA ALL ILL. SCHEDULE (TAYLOR ON) WALLS WITH PLASTER OR STUCCO FINISHES 0 WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACIN END ZON STRUCTURAL ENG: 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAXN,\ 9'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX OSANFOIRR�D 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX CHECK: CC 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN Z 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. w e°°000er••°• ti �j ® ti Tt LL. ai o ©� : °� Z z O w p W C0 O o C) Q LU CL h�C" U ULL'" O0 Z amO O IL u.i ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B W U z Q C� Q 0 �� I § -1 0 z z z o Z V O J LL0 0 F = LU LL z F0 0 W 0 C) z a 0 o a z LIJ LU = ILL. W 0 STRUCTURAL ENG: CFG / BAD w =DRAFTING: OSANFOIRR�D (j -STRUCT: AML -------- --- -------_..----QC CHECK: CC JOB No. TM - 2152025 Z CL Z a Q z o 00 „ F-1 z Z 0 W z?o 0 R _j Wow z Woo , 0000 F-_ 3: CM m o J W Z W >-°o — z w Qt— # 1 6 .. 1 ( [ 0 SCALE: AS INDICATED U DATE: 04/11/2016 ROOF FRAMING PLAN NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 S4.2 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. cn a W STRUCTURAL ENG: CFG / BAD =DRAFTING: OSANFOIRR�D (j -STRUCT: AML -------- --- -------_..----QC CHECK: CC JOB No. TM - 2152025 Z # 1 6 .. 1 ( [ 0 SCALE: AS INDICATED U DATE: 04/11/2016 ROOF FRAMING PLAN NOTE. SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 S4.2 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. LL 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 IL U_ 5'-2 570 1232/1232 3480/2580 8360/3586 8825/4592 g 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ^~ W A .°I, ° ° GRADE 40 HOOKED INTO U) PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE NOT REQUIRED TO M 2'-2" 1783 3069/3069 6113 / 5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q - CONTRACTOR TO FILLED AT CORNERS PRECAST°u" METAL LATH OR 7 — ....... n .4. 41/4 91/4 °I #4 SIDE VERTICALS '•. O d °. STANDARD 90 DEGREE HOOK cWn 2'-8" VERIFY THE GROUT 2693/2561 PROVIDE LINTEL W/ 3000 WIRE SCREEN 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: 0 -U #6 d.' 81/16 14 30 41/2 TRANSOM OPENING ;.. .. ti• 181/2 36 IS LEVEL WITH TOP U STANDARD #5 psi CONC. PER OVER COURSES 0 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS T-2" W� 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W OF BLOCK FOR PROPER TRUSS/ HOOK BAR. LAP OTHER BARS INTO LINTEL PLAN. IF REBAR IS NOT REQ'D TO BE FILLED. STANDARD LINTELS STANDARD LINTEL NOTES 8F38 -1 B/1 T O °' °°• 7 _e'_ '. ° ° O Q' SEE WF01/SD3 FOR PLAN FOR FILLED CELL O INFO. MIN. 1 IS REQ'D 19 E / \ O Ozo n z `' .� -° `° FLOOR SYSTEM CORNER AS REQ'D INDICATED IN TYPICAL TRUSS ANCHOR PER PLAN (SHEET METAL & 1006 CLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-113/81`24-013 8F32 -113/8F32-013 / 8F32 -OB 5365/ 1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN cA 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = Q BEARING (MIN 3") ': LINTEL, #5 TO BE '. PAPER FELT PROVIDE SCREEN WHEN BLOCK BELOW IS 10" HOOK BE FILLED 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. -..i 8" NOMINAL WIDTH O ° =° — ' a '• 11'-2" a 471/352 LL 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 IL U_ 5'-2 570 1232/1232 3480/2580 8360/3586 8825/4592 g 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ^~ W A .°I, ° ° GRADE 40 HOOKED INTO U) PROHIBITED) tC) `V NOT REQUIRED TO M 2'-2" 1783 3069/3069 6113 / 5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. Q - F FILLED #3 1/7'`/8 41/4 7 — ....... n .4. 41/4 91/4 °I #4 SIDE VERTICALS '•. O d °. STANDARD 90 DEGREE HOOK cWn 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. W 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 -U #6 d.' 81/16 14 30 41/2 TRANSOM OPENING ;.. .. ti• 181/2 36 A U ° z C7 35 0 9 13/16 «� T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 8" BEARING EA. END 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W W 5C :•. WINDOW BY BUILDER SEE FOUNDATION °_•-4 8F38 -1 B/1 T ° :' . °' °°• 7 _e'_ '. ° ° O Q' SEE WF01/SD3 FOR PLAN FOR FILLED CELL O INFO. MIN. 1 IS REQ'D 19 E / \ O Ozo n z `' .� -° `° L TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL CONC. 1 #5 DIA. MORE INFO ,4 , `.� . • ON EITHER SIDE U.N.O. 3'" �� 1006 1663/1349 5365/ 1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN cA 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = Q PB ': 7-5/8" ACTUAL IN LINTEL (VARIES) ^ Ow ROUGH OPENING PER PLAN ' 8" NOMINAL WIDTH O ° =° — ' a '• 11'-2" a 471/352 1075/1075 1838/1567 BLOCK FILL w/ 3000 psi w/ p O 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 4 0 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 W ¢ 11 TURNED SIDEWAYS.6 FIRST PLY 2X8 TO o SAFE LOAD TABLE NOTES _ U y 11 MASONRY WALL wi 1, O ° DOOR OPENING d r _ W z� Z d ° ° a: ° ,•. ^ �: SIMPSON HUS26 HANGER - - " MIN. 28 STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-0" d ° a 1075 / 1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS REBAR D 1-3/4" TAPCONS INTO RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT , z I- 1/2" NAILS INTO HEADER. OD Op 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W LL 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 IL U_ 5'-2 570 1232/1232 3480/2580 8360/3586 8825/4592 g 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ^~ W A .°I, ° ° GRADE 40 7-5/8" ACTUAL IN LINTEL (VARIES) U) a . I. . I° tC) `V W M 8F24-OB/1T 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O F FILLED #3 1/7'`/8 41/4 7 — ....... n .4. 41/4 91/4 °I #4 °' 4` 5 5/8 O d °. O cWn 1-1/2" CLEAR ° 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 -U #6 d.' 81/16 14 30 41/2 TRANSOM OPENING ;.. .. ti• 181/2 36 A U ° z C7 35 0 9 13/16 «� 42 8F32 -0B/1T d 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY w W W 5C :•. WINDOW BY BUILDER SEE FOUNDATION T O 8F38 -1 B/1 T o 7 O LL 4 -6 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 0 IL U_ 5'-2 570 1232/1232 3480/2580 8360/3586 8825/4592 g 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N 7'-0" 416 752/699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ^~ W A .°I, ° ° GRADE 40 7-5/8" ACTUAL IN LINTEL (VARIES) U) a . I. . I° tC) `V W M 8F24-OB/1T 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. O F FILLED #3 1/7'`/8 41/4 7 — ....... n .4. 41/4 91/4 °I #4 °' 4` 5 5/8 O d °. O cWn 1-1/2" CLEAR ° 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 0 -U #6 d.' 81/16 14 30 41/2 TRANSOM OPENING ;.. .. ti• 181/2 36 A U ° z C7 35 0 9 13/16 «� 42 8F32 -0B/1T 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 w W W 5C :•. WINDOW BY BUILDER SEE FOUNDATION T O 8F38 -1 B/1 T o 7 O • SEE WF01/SD3 FOR PLAN FOR FILLED CELL O INFO. MIN. 1 IS REQ'D 19 E / \ O Ozo n z `' < L MORE INFO ,4 , `.� . • ON EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED �- 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. = Q PB ': 7-5/8" ACTUAL IN LINTEL (VARIES) ^ Ow ROUGH OPENING PER PLAN ' 8" NOMINAL WIDTH O ° =° — ' a '• 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003T 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 'n (2) 2X8 WOOD HEADER O W ¢ 11 TURNED SIDEWAYS.6 FIRST PLY 2X8 TO o SAFE LOAD TABLE NOTES _ U y 11 MASONRY WALL wi 1, O ° DOOR OPENING d r _ W z� Z 1. VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ,•. ^ �: SIMPSON HUS26 HANGER - - " MIN. 28 STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) 12'-0" 239 418/2 97 1075 / 1045 1838/1446 2883/1848 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS p D 1-3/4" TAPCONS INTO RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w MASONRY & (4) 10d X 1 2. 0 = NOT RATED. z I- 1/2" NAILS INTO HEADER. OD Op 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W 2ND PLY TO 1ST PLY VI'V/ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W _ 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 12'-8" 0 369/261 1002/984 .1697/1361 2630/1738 Q O 4DO't'LINTEL W/ TRANSOM DETAIL 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z SCALE: 3/4" _ V-0° 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W noi CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF O #5 DIA. REBAR 13'-4" 0 328/0 1234/0 1779/0 2662/0 U 14'-0" 0 292/0 1160/0 1660/0 2439/0 Z 16'-0" 0 284/0 950/0 1379/0 1997/0 p 18'-0" 0 211/0 750/0 1177/0 1676 / 0 MATERIALS -- _ __ . .-----.. 142 In 598 In 1114 In 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL m W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. p 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 41.�3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP 22'-8" 0 110/0 450/0 824/0 1147/0 9 O 1111111111// 8" x 8" x 16" CMU U.N.O. -i 11 TYPI AL SHEAR WA L SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET A COMPRESSIVE w �� y c,� STRENGTH = 1900 PSL `� T V �/o ` w 0 INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB .� �(, ...•••., �/j/��y <� ® li o ° BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'_4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GR "` ,••• ••.®V sig n8 - N IW LIV. MD08/S5 FOR LAP INFO. 2'4" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510: I 'w 6'•a w � 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 Vr; ° Z Z PROVIDE CLEAN OUT OPENING @ GROUT W .;Idt oc FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �; p =` J JOINTS SHOULD NOT BE CUT 4 -4 846/833 2121/1716 3127/2839 5'-4" 664/572 1761 /1761 2595/2595 LINTEL F = FILLED WITH GROUT / :®• <C•.• SEE FOUNDATION FOR FOOTING MARK U = UNFILLED R =RECESSED •• .• 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS \ •. •••,.• ��� Q T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ v`oa� O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY11 I I ,p1®�®fie w 8F16-1B/1T O 0 8F8-1B/1T �—QUANTITY OF #5 REBAR AT TOP -J 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O $F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION w 0 8RF14-0B/1T 0 7 O07 N F 8F16-0B/1T 1-1/2" CLEAR O o . 0 8F20-1B/1T r o 0 wU..EGROUT Q EBAR AT TOP MIN. (1) REQ D •o 8F20-OB/1T UM - z U.8RF22-1B/1T LO '•O zEBAR AT BOTTOM OF LINTEL Q + 8F24-1 B/1 Tio TYTOM REINFORCING PROVIDED w0 8RF22-0B/1T '' 0 ° GRADE 40 7-5/8" ACTUAL IN LINTEL (VARIES) U) BEND 0 LENGTH LAP SPLICE M 8F24-OB/1T • '.:..:.;..:y ,,� . , .. a. :;.. a ,,: ;,'` �'• •;' . , :.. •. ' •,; 8" NOMINAL W DTH � NON -SHEAR WALL AT OPENING I'D" ° "B" VIC" FILLED #3 1/7'`/8 41/4 7 — ....... n .4. 41/4 91/4 a n #4 ° 5 5/8 O d °. O $F32-1B/1T 1-1/2" CLEAR ° #5 31/8 7 113/4 25 33/4 7 14'-0" 0 292/0 1160/0 1660/0 2439/0 Z 16'-0" 0 284/0 950/0 1379/0 1997/0 p 18'-0" 0 211/0 750/0 1177/0 1676 / 0 MATERIALS -- _ __ . .-----.. 142 In 598 In 1114 In 1468 / 0 1. fc PRECAST LINTELS = 3500 PSL m W 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. p 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 41.�3 GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP 22'-8" 0 110/0 450/0 824/0 1147/0 9 O 1111111111// 8" x 8" x 16" CMU U.N.O. -i 11 TYPI AL SHEAR WA L SEGMENT RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET A COMPRESSIVE w �� y c,� STRENGTH = 1900 PSL `� T V �/o ` w 0 INDICATES FILLED CELL FROM FTG. TO TIE CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB .� �(, ...•••., �/j/��y <� ® li o ° BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE 2'_4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GR "` ,••• ••.®V sig n8 - N IW LIV. MD08/S5 FOR LAP INFO. 2'4" 1425/1425 3343/3280 4933/4933 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510: I 'w 6'•a w � 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 Vr; ° Z Z PROVIDE CLEAN OUT OPENING @ GROUT W .;Idt oc FILLED CELL AND REBAR (TYP). MORTAR 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE �; p =` J JOINTS SHOULD NOT BE CUT 4 -4 846/833 2121/1716 3127/2839 5'-4" 664/572 1761 /1761 2595/2595 LINTEL F = FILLED WITH GROUT / :®• <C•.• SEE FOUNDATION FOR FOOTING MARK U = UNFILLED R =RECESSED •• .• 6'-4" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS \ •. •••,.• ��� Q T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR @ v`oa� O 8'-4" 415/235 1152/1152 1694/1552 0 8RF6-1 B/1T BOTTOM OF LINTEL CAVITY11 I I ,p1®�®fie w 8F16-1B/1T O 0 8F8-1B/1T �—QUANTITY OF #5 REBAR AT TOP -J 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT O $F16-1B/1T NOMINAL WIDTH TYPE DESIGNATION w 0 8RF14-0B/1T 0 7 O07 N F 8F16-0B/1T 1-1/2" CLEAR O o . 0 8F20-1B/1T r o 0 wU..EGROUT Q EBAR AT TOP MIN. (1) REQ D •o 8F20-OB/1T UM - z U.8RF22-1B/1T LO '•O zEBAR AT BOTTOM OF LINTEL Q + 8F24-1 B/1 Tio TYTOM REINFORCING PROVIDED w0 8RF22-0B/1T '' 0 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 7-5/8" ACTUAL IN LINTEL (VARIES) U) BEND 0 LENGTH LAP SPLICE M 8F24-OB/1T • '.:..:.;..:y ,,� . , .. a. :;.. a ,,: ;,'` �'• •;' . , :.. •. ' •,; 8" NOMINAL W DTH � NON -SHEAR WALL AT OPENING I'D" ° "B" VIC" FILLED #3 1/7'`/8 41/4 7 — ....... n .4. 41/4 91/4 •:: .:; w LINTEL PER PLAN 6._4.. 3._2.. _8„ ,�' ..,r'. '�'� O #4 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 7-5/8" ACTUAL IN LINTEL (VARIES) U) BEND 0 LENGTH LAP SPLICE M 8F24-OB/1T • '.:..:.;..:y ,,� . , .. a. :;.. a ,,: ;,'` �'• •;' . , :.. •. ' •,; 8" NOMINAL W DTH � 11611 Q m I'D" .•� ,.. , ,..: ;,,..' .,..:•.: . :,�.::..�.,:�;• 7-4 s "B" VIC" FILLED #3 1/7'`/8 41/4 7 0 21/4 41/4 91/4 •:: .:; w LINTEL PER PLAN 6._4.. 3._2.. _8„ ,�' ..,r'. '�'� O #4 21/2 5 5/8 O d 20 O $F32-1B/1T 1-1/2" CLEAR :f; ;...•• ,,+ #5 31/8 7 113/4 25 33/4 7 0 8RF30-0B/1T #6 d.' 81/16 14 30 41/2 TRANSOM OPENING ;.. .. ti• 181/2 36 4 uJ _ #5 REBAR AT TOP MIN. (1) REQ'D U 19 13/16 z C7 35 0 9 13/16 «� 42 8F32 -0B/1T U FRAME INFILL AROU q '+� F- ¢ z C.M.U. °0 - W 5C :•. WINDOW BY BUILDER SEE FOUNDATION T O 8F38 -1 B/1 T o 7 O 8F12-1B/1T SEE WF01/SD3 FOR PLAN FOR FILLED CELL O INFO. MIN. 1 IS REQ'D 19 E / \ O Ozo n z `' < L MORE INFO ,4 , `.� . • ON EITHER SIDE U.N.O. BOTTOM REINFORCING PROVIDED �- .' 8F40 -0B/1T o PB ': 7-5/8" ACTUAL IN LINTEL (VARIES) ^ Ow 8F8 -0B/1T ,•,. 8" NOMINAL WIDTH O .I UNFILLED --� U) v 0 (2) 2X8 WOOD HEADER O W ¢ 11 TURNED SIDEWAYS.6 FIRST PLY 2X8 TO o SAFE LOAD TABLE NOTES _ U y MASONRY WALL wi 1, O ° DOOR OPENING r _ W z� Z 1. VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ,•. ^ �: SIMPSON HUS26 HANGER - - " MIN. 28 ALL , ,., @ EA. END. W/ (6) 3/16"'!?1x ih O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL J O D 1-3/4" TAPCONS INTO RECESSED LINTELS BASED ON 4" NOMINAL BEARING. w MASONRY & (4) 10d X 1 2. 0 = NOT RATED. z I- 1/2" NAILS INTO HEADER. OD Op 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. < W 2ND PLY TO 1ST PLY VI'V/ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR W _ 10d STAGGERED @ 6" O.C. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING 0 U 8'-4" g'_4" ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. Q 4DO't'LINTEL W/ TRANSOM DETAIL 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. z SCALE: 3/4" _ V-0° 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W noi CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF O SUPPORT. Q_ REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All 11611 11CII I'D" "All "B" VIC" I'D" #3 1/7'`/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 15 1 /2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 #7 43/8 19 13/16 16 1/2 35 51/4 9 13/16 213/4 42 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. -- 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Z Q Q Z N F LINTEL PLAN f 1/811= 1 1-011 F d ° L L " - #4=2Y" i #6 = 3" #7=37`1' - I f „BII • .. .,•• d ' BUILD LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK sANi=ORD i � I O�pq RTN\—t 4DO8 REBAR SPLICE DETAIL #,j,� q q 7 SCALE: 3/4" = T-0" fl 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 00 11 ZZFVVVV O O 'Q W 0000 1 y CV OZ LU >0O O OIV (- U c D STRUCTURAL ENG: CFG / BAD DRAFTING:. C STRUCT: AML J QC CHECK: CC JOB No. TM 2152025 U SCALE: AS INDICATED n DATE. 04/11/2016 L! C S n 5 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BRG. WALL ABOVE- HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER � TIE BEAM SPLICE TO 4 TIE BEAM SPLICE TO a �� 1/2" J-BOLT W/ MIN. 6'. SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING d BE MIN. 25" GROUT I'� BE MIN. 25" GROUT PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE 0 CELL SOLID CELL SOLID �I. REQ'D BELOW MIN 4" MASONRY WALL ;w I MASONRY WALL yll CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" SEE PLAN I' SEE PLAN ¢ FOUNDATION PLAN COVER TYP. 1-1/2 COVER TYP. CONC. SLAB PER 2 1/4" Q > FOUNDATION PLAN CONC. SLAB PER CONCRETE SLAB PER I� CONCRETE SLAB PER II z CONCRETE SLAB PER FOUNDATION PLAN w FOUNDATION PLAN " LIQ FOUNDATION PLAN > 4 FOUNDATION PLAN w z c 2x PT SILL PLATE 2x P.T. SILL PLATE I. VARIES _ e' w a a SEE PLAN ° ° I a m ♦'n^ d° a a. °° b `aa' d..'`. ;° ..e, 7 vJ I .e . e •d . • 1 f 1 '4Jn p .d .44 ° 4Id � .4 d° ° �4° IA � O v/ °.• � d� � ° T- e ° ° •,e. � °w� II 4"•r O a. d._ I I° ° GRADE z w e _ _ I I 1=1 I I=1 I I— —I 11=1 11=1 I- d I o— GRADE l a — h d I ° C� ° ° '' d' A. -45° o — i l d ° ° 4 ° - -v . °' v . 4 I -I I I 00 - - I RI ¢ _ _ III I_—I—III ; _III—ml Iwz �, _— _ -- -—___ _°..z o- % — : ° . �.. , ' I I I� _ . ° . � � w ; I I I „ „ , — _— �_I— I — — P4' — ISI—_— — _— _ ILII I-1 0 — I� d co --) ° .a d I- O O _ — — — I I — I --) ( I III I —1 I I III—III I I I ❑ I— I -- co I �) I I M I I—III I —I -► I �— —I I — I —III III-1 I I III I I I-1 w — �,� = W (2) #5 BARS CONT. ' I I =I - (2) #5 BARS CONT. ' I 11= _ —I r4R I I(—I I CLEAN COMPACTED 16" > 8" 8 w D W/ 3 COVER TYP. 3"' COVCLEANCOMPACTED W/ 3 COVER TYP. 3 COVER FILL @ 95% STANDARD CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" 8 8 CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED ❑ 1'-4" FILL @ 95% STANDARD DENSITY FILL @ 95% STANDARD _ COVER TYPCf).; AT FILL @ 95 /o STANDARD COVER TYP.; AT FILL @ 95 /o STANDARD O DENSITY 1 -4 DENSITY (2) #5 BARS CONT. w/ 3" 2-STORY COND. (3) #5 DENSITY 2-STORY COND. (3) #5 DENSITY U 0 COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO Z ESHABE D STORY OCCURS, FTG 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS BARS REQ'D & FTG TO DENSITY m W BE 20" WIDE O � AF0f)I,TYPICAL EXTERIOR FOOTING fiFO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR RING °♦�� w 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" ♦� �� ��...:���/� i c ti O OPT. MASONRY CURB 11;1Q 'C'S (') A..' � :�aq aq Z Ci Z @ ELEV. 0-0 w/ (1) #5 VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D a'. • : z W �: + Q (I CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS U"� q, U -� U SLOPED GROUT TO;, �,'"' fim • �•� .� DRAIN � � ��®� �"� ¢ d d MASONRY WALL '•.� Z u ,�,.•"� e� Q F II e OPTIONAL CURB BY ° M SEE PLAN •°+•.• • ♦` II BUILDER MIN. 24" BEFORE ��'I. a...d �Oj ® �♦ � ♦ O z CONC. SLAB PER ANOTHER STEP I a '� CONC. SLAB PER I 1 #5 FROM FTG. TO I=- ��'e, e`♦♦ U- 8 x12 THICKENED e �. ° CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. I I ° SLOPE O O '��'�� �, FOUNDATION PLAN TIE BEAM MIN. 25 8 a FOUNDATION PLAN w/ 3" COVER TYP. p .I 'gyp #5 CONT. PER MFG SPLICE GROUT CELL Q REINFORCEMENTS E SOLID R PLAN W °: + �d E PER S = Ldl ,� ° GRADE w d : °e °, e 1 I 4 I FOUNDATION PLAN ~ <•} a _ .• ' •: a ', o _� jR � � �- - -, � � � �- w v .° ' do .,, ,r'.I; °, FOR QUANTITY I . S � I° 11=1 I—III—I I I_I I _ _ = r °� - a . —'.�— �. w °' '.. ° THRESHOLD PER MFG °e d — z #5 x 25" x 25" CORNER q'° . p . ,. ° d J Imo` d . _° _ ° ° w _ a BAR, ONE FOR EA. CV e e L ... V , - —I I— I HORIZONTAL U I—=_� O o d °4 . I I PEI 11=1 11=1 I I=1 I I I ,– — I I� ° -I 1 ° d v.. ° Ie CONC. SLAB PER w 4,� I i --1 i �—� - — g — REBA TYP. U.N.O. FOUNDATION P — — — —_ rz — 0o I _ _ I I—III--) I = - - I a 4° , . e ,° e a ° _-III , p ° ° ° 4 ° d R, T LAN—_ _ _ _ °. _d .. e ° �, ''-01 ' v �1' - - ❑ 0; O wo . d o �,I _ I _,�__°_'_ °.° M I— (— I—� I—IIS- — a O ° ° I I 1-1 I--=•I I ►-1 I I 1I— I I II I ISI I I I- d d a .. (2) #5 BARS CONT th .r w -- ° ° SL W/ 3" COVER TYP.; @ 1'-4" W 47. > I—I — _) �_ _ (2) #5 CONT. w/ 3" TI ':� • c' OPE U (2) #5 CONT. w/ 3 (_ _ = 16"MIN. = I COVER TYP. PER MFG p" ' (3) #5 ARS W/ CONDITION w 0 -I 1— SLOPE EXT. SURFACE ¢ 9 U (2) #5 BARS CONT. 0 COVER TYP. —III—III—III—III-1 — (2) #5 BENT BARS w/WIDE FOOTING z OR GRADE 1/4 PER � W/ 3" COVER TYP. p CLEAN COMPACTED MIN. 25" LAP SPLICE CLEAN COMPACTED U ♦,4 FILL @ 95% STANDARD BT NG FOOT AWAY FROM FILL @ 95% STANDARD U_ Ir-� p Q WHERE 2ND STORY OCCURS, FTG DENSITY-I SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY ELASTOMERIC JOINT FILLER 0 FO FOOTING @SHOWER AT MASONRY FO THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU o 3/4"=1'-0.. 3/4"=1'-0.. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" J FILLED CELL PER PLAN WOOD POST PER PLAN 0Q U ® FOR SIZE AND BASE W 4, CONNECTION cn 1 1 0 o� TOP COURSE TO BEC) 06 gj GARAGE I CHAIR BLOCKS. w0 Z 66 ----.I ENTIRE BASE TO BE FILLED SOLID z Z J TOP VIEW A CORNER SEE ELEVATION O Q ., CMU BASE w/ (1) #5 0 Z as CONC. SLAB PER VERTICAL @ EACH -a F. OU CORNER. SEE FLR. ►� FOUNDATION PLAN GARAGE WALL w Q BEYOND .. .. _ Q PLAN FOR BASE SIZE 0 ° `e °. ° �- W H Z r.� ° I o J o DRIVEWAY BY a BUILDER- CONCRETE j w SEE FOUNDATION FOR F-- _ M OR PAVERS PAD SIZE I..a e ! • A' W w U CONC. SLAB OR > w ¢ WLU O : °.. °<� PAVERS PER PLAN d.I . °d.l : 0 W O = 00 --- ° I' . 4 I °'' ih — ° — CLEAN COMPACTED e U — —-1I=I--tL4 -- 4 _ I I FILL @ 95% STANDARD ° ° % • ,d ° 4 Z DENSITY _ �,. < ' I ° 8" x 8" THICKENED 'III— ° 4 . ° 8„ 3" COVER TYP. CLEAN COMPACTED °. ' -�. a .. = CD EDGE w/ (1) #5 CONT. d FILL @ 95% STANDARD a DENSITY — — — 4 F1 THICKENED EDGE @GARAGE DOOR 4F FOOTING @ ENTRY MASONRY COLUMN NOT USED z Q o 3/4"=1'-0" 3/4"=1'-0" O Z 0 O 11 J � h TOP (2) #5 x 4'-0"Z 0 CENTERED AT PIPi___\ PVC OR SCH40 SLEEVE PENETRATION _ Z —� 0 o.• d _ a_ Q W 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE — a d— Q FINISH PER ELEV. CENTERED AT PIPE I I= I_ Q 'i I= j � W 0 CONC. SLAB PER I I 2 0 oo 0 FOUNDATION PLAN 8" C.M.U. FINISH PER PENETRATION I_I N FINISH FLOOR ELEV. ° 4 IX FINISH FLOOR °° -I— d' 4 a = I I O I J Z PENETRATING OW PIPE W GRADE LU}._17 SEE FDN-I z0 PLAN FOR 0 4 LOOP TIE (TYP) SIZE &REINFw 4d �-- �.� ❑ El =1 I PIPE (PERPENDICULAR TO FND - UJI - D STRUCTURAL ENG CFG BAD TOP (2) #5 x 4 -0 PVC SLEEVE MIN. I _ I =I=I I= - FOOTING PER PLAN z� I -I — — II — (-I I CENTERED AT PIPE / —I I 1-1 I I—III— — — = PVC OR SCH40 SLEEVE I— ---- - --- DIAMETER TO BE 2 - III— ( = I —I I PENETRATION U DRAFTING. PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN - I I—I — I THAN THE FILL @ 95% STANDARD �I I_I i I= _ SEE FDN PLAN —I I I STRUCT: _AML - _-_- PENETRATINGPIPE (SIDE VIEW) DENSITY — I— FOR SIZE 4 --- d' PVC SLEEVE I —1 I _ & REINF. LSI' — __ — .. .-° d _ _ .._ - ----- - FRONT VIEW = I =I ( ° . I _- F- JOBQC No.CHECK:CC I I- JOB No. .� TM- 2152025 LU SCALE: AS INDICATED PIPE VERTICAL THRU FDN ° a °a 1 SANFORD w DATE: 04/11/2016 O_F_1' TYPICAL FOUNDATION PENETRATIONS I I �—III-I J I=III NOT USED 3/4"=1'-0" PIPE PARALLEL TO FND o l 6- 1 1 7 7 SD1 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. OF OPENING (2) 2x TOP PLATE PRE -CAST LINTEL PER LLI PLAN I �_ TYPICAL TIE BEAM w/ ;r.• = PROVIDE STANDARD O. 2x6x12 P.T. CENTER SEE PLAN FOR WALL d < . 3000 psi CONC. w/(1) #5 O.S. PT BUCKS w/ 1/2" REBAR CONT O.S.B. BETWEEN + `ate ~'r •' t w HOOK BUCK FRAMING INFO �` STD HOOK IF DBL. NAILER IS d. . :. ' .. d, ', 3/8" DIA. ANCHOR d ° CENTERED 2x P.T. STUD ONOTES USEDUSE 1 /4" x ER THREADED ROD PER TAPCONS; SEE ATTACHMENT REQUIREMENTS Q SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3" 12" O.C. 1 2x8 3/16" x 3" 12" O.C. PLAN /BEARING WALL W 2 ~ 11 TYPICAL FILLED CELL Z FASTEN PT 2x NAILER � CONOTES: TO MASONRY 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK c 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ►_ V " N LS STAGGERED 12" _ Q �j .. • ENTIRE COLUMN TO .j� .. 1 "' _ WALL SCHEDULE TITEN HD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF 10d x 3 AI @W (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL CONT. 2x4 BLOCKING PLAN SCHEDULE. ONLY REQUIRED WHEN INDICATED ON w/ 3000 I °4 #5 REBAR'V RTC. w/(1) VERIFY W/ PLAN FOR �,. •��� PER 2x8 SEE PLAN d11 ., 2x8 W/ (2) 16d TOE BE GROUT FILLED w v (5) 3/8" DIA. J -BOLT W/ GARAGE WALL SCHEDULE. MIN 6" REQ'D LOCATIONS 7/16" OSB W/ (2) 8d ° jj.. ';.�. Ij 7/16" OSB EA. SIDE, W/ (2) #5 s VERTICAL IN 6d NAILS @ 16" O.C. TO BEYOND FROM END OF WALL / 2x BUCK PER MD04 U) THIS SHEET , . HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME LO (1) 2x OR (2) 2x BUCK GROUT FILLED CELL MASONRY WALL. d d 'd 1 #5 VERTICAL IN O � � DOOR BRACKET, EA. BASE PLATE � . ° 2' EMBED. FOR SOLID CMU WALL PER PLAN Q jI •' ,. Z 2x6 P.T. BUCK EACH > • , ,. GROUT FILLED CELL (IF cn g SIDE OF DOOR. a (FASTENING) ARE MET O m SIDE OF OPENING BLOCKING PER BRG_—Et7 (4) EQ. SPACED z" FASTEN PT 2x NAILER � CONOTES: TO MASONRY 1. 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3/16"X4" TAPCONS 6" FROM ' z ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK c 2. BUCKS LESS THAN 2x TO BE FASTENED W/CUT NAILS OR EQUIVALENT, N STRUCTURAL CONNECTION OF WINDOW TO STRUCTURE BY OTHERS IN Z THIS CASE. O 3. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x ►_ V " N LS STAGGERED 12" _ Q �j .. • ENTIRE COLUMN TO w NOTE: CUT BACK 2x8 WALL SCHEDULE TITEN HD ANCHORS w/ BUCKED OPENING, USE (3) ROWS OF 10d x 3 AI @W to CONT. 2x4 BLOCKING PLAN AROUND CURVE. MIN. 2x BLK'G. TO O.S.B. W/ 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE BE GROUT FILLED w v (5) 3/8" DIA. J -BOLT W/ MIN. 1 4' EMBED. FOR O.C. @ EACH SUCCESSIVE BUCK _ I- W 0 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 U.N.O. THIS SHEET w 5-1/2" EMBED. AT EA. HOLLOW BLOCK OR 3 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME LO (1) 2x OR (2) 2x BUCK d 'd 1 #5 VERTICAL IN O � � DOOR BRACKET, EA. BASE PLATE � . ° 2' EMBED. FOR SOLID TBD BY BUILDER OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS Q • , ,. GROUT FILLED CELL (IF cn g SIDE OF DOOR. CONNECTION PER BRG (FASTENING) ARE MET O REQ'D PER PLAN) _ co cad PROVIDE 1-1/2" x 3/16" BLK. MAX. 6" FROM WALL SCHEDULE "d 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2x BUCK w/ (2) U • d ;... . m Uj THICK WASHER W/ EA. TOP &BOTTOM OR 4" x ROWS OF 8d NAILS @ 16" O.C. FASTEN WINDOW TO 2x PER WIN. MANU.'S O • a NOTE: SEE MD08 ON m ANCHOR. (1st BOLT TO °I . j 4" TITENS w/ WASHERS SPECS . LINTEL PLAN FOR ¢ BE 8" MAX. ABV. CURB, � 6" FROM TOP AND = f' ADDIT'L REBAR INFO REST EQ. SPACED �� BOTTOM AND 12 O.C. m j W ,''. - -24" O.C.) OTHERWISE. PT BASE PLATE Q d,Ar fiDO VERTICAL REINFORCEMENT DETAIL fiDO GARAGE BUCK DETAIL fiDO BEARING/ SHEARWALL CONNECTION TO CMU fiDO 2x BUCK DETAIL 11 ��1111111U!/I yjIto ®` i ,�Tr ��� W 11 3/4 -1 -0 1/2"=1'-0" .�� � ...,«« �' �'or c� �- ti SHEATHING PER PLAN SHEATHING PER PLAN STRUC L �- +«� ® U. 6'•f% W o SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHIN I Q S„ N LU O ,�, Z Z 'RAMING DETAILS FOR FZ ct� "� 9 V TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO F + Jr- + �DDITONAL CONNECTION PER STD. CONNECTOR CONNECTION PER �ti ® tom.,, Q VFORMATION NOTES STD. CONNECTOR ti) « -iEADER CAN BE STD. CONNECTOR .' � � .> «•«« ' .+"� .`"; Q _� TITHER UPSET OR NOTES FRAME OUT TO BLOCK NOTES • �«««.® ' �� J 0 >OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D EDGE FRAME OUT TO BLOCK fAB �`°10N � O EDGE AS REQ'D Alli 11r O, x W/ (2) 16d TOE NAILS a*� Q TACH END I �� �� � (2) 2x TOP PLATE 1/2 x 8 ANCHOR BOLT \ 3 16d COMMON I (2) 2x PLATE 2 2x #2 SYP SEE PLAN PLAN OR TITEN HD @ 32" FOR XBEAM SIZE #2 SYP EONLY JAILS (TYP.) i (2) 2x TOP PLATE FOR BEAM SIZE O.C. & 6" FROM EACH IF OPENING PROVIDED W,~ . END I PER PLAN) d° MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16" O C.A O 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM « x4 SPF CONT. PLATE O.C. w/ STRUCTURAL ' o 3LOCKING ATTACH TO STRUCTURAL STRUCTURAL ZQ O FOR BEAM SIZE SHEATHING FROM SHEATHING ON BOTH SHEATHING ON BOTH O '/16" OSB W/ (2) 8d TOP OF WALL TO �,� 0.4 JAILS SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR � BOTTOM OF WALL. � w ""� � WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER W - '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER 0' N/ 6d NAILS @ 16 O.C. NAILING SCHEDULE NAILING SCHEDULE ° . NAILING SCHEDULE Q4100 U "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS = MASONRY WALL AT TOP AND SP1 CLIPS U 1x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED KNEE1iVALL AT DOWNSET BEAM BUILDER FRAME .° UL 0 AT BASE ARE REO'D RADIUS AS REQ'D O Q HIT Z O ARCH WINDOW FRAMING DETAILSA_F_0)�AFO KNEEWALL AT UPSET BEAM fiF07�KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0UJI " d X U^ NAIL SCAB TO TOP IF A/C IS SUSPENDED � vJ PRE-ENGINEERED 12 ROOF SHEATHING I— Z TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ATTACH PER NAILING U C� NAILS 2x4 #2 SYP BLOCKING 24" 0. C. MAX. DOUBLE 2x TOP PLATE REQ'D TOP CHORD. SCHEDULE fA ADD 2x4 VERTICAL @ I— 4 TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 Q 0 o� i� CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Q � CONNECTION NOTES SINGLE TOP AND BASE COMPANY PLAN " " STANDARD TRUSS (q � In PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL EXT. SHEATHING �� AT EACH TRUSS V„ -�� TOP CHORD VARIES 0O Z c°8 ATTACHED PER v TO TRUSS. STUDS @ " " TRUSS WEBS NOT Z J NAILING SCHEDULE �� 24" O.C. &EXT. SHEATHING LED SHOWN FOR CLARITY :. FROM TOP OF I PER NAILING PATTERN LENGTH OF E ACROSS U Z PRE-ENG.TRUSS PER Q a PLAN 24" O.C. MAX O KNEEWALL TO BOTTOM O OR SP2 CLIPS AT TOP I SHEARWALL r- - - - _ - - � _ _ � 2x4 #2 SYP CROSS � 2x4 #2 SYP RAT RUN ( BRACING (AT 45°) W/ ROOFING MATERIAL W W U �b v- I AND SP1 CLIPS AT NAIL SCAB TO TOP _ Q BASE ARE REQ'D. CHORD WITH 3 10d ( W TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS O RUNS. TYP EACH SIDE � � Z O CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION �_ W MIN 2x4 STUDS @ 16" 2x4 BLOCKING CONDENSATE ' LAP W/ (2) 16d NAILS MAX 48 MAX 48 INFO W F— v BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION O/C MAIN SPAN ROOF TO EACH TRUSS. TYP U TRUSS TOENAILED TO SUPPLIER 4 TOP OF MASONRY W 2x P.T. PLATE DOUBLE TOP PLATE w/ EACH SIDE W % 10d NAILS @ 4" O.C. CONNECTION TO BE X 1/2" x 8" A.B. OR TITEN i_ _ = _ _ _ _ _ _ _ �_ _- - SUPPLIED BY A/C SEE ARCH PLANS FOR HD @ 32" O.C. & 6" STANDARD TRUSS OVERHANG INFO U TRUSS PER PLAN COMPANY •. . FROM EA. END, CENTER BOTTOM CHORD ON BASE PLATE UPLIFT CONNECTOR Z (SEE SCHEDULE) DOUBLE TOP PLATE (2) 2x4 #2 SYP . D TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS::� RE. ELEV. LU BLOCKING W/ SIMPSON COURSE W/ (1) #5 MASONRY WALL PER PLAN TYP. SINGLE TIE -BEAM o- A34 OR LUS24-2 EACH FOR O.H. O PLAN END CONT. W/ (1) #5 CONT F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT soup z a o 3/4"=1'-0" 3/4"=1'-0" Q Z U) 00 11 DA 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. X CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE L Z H F TOP OF CHIMNEY MIN. & FRAME FLOOR PLAN W Z O a ROOF SHEATHING FOR STRAP _ Q J 2-0 ABOVE A POINT I (L! C CONT ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING p Via LI D EXT. SHEATHING POWERS STEEL SILL r � 1 e NEAREST ROOF PRECAST CONC. OR Z O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER cn DD TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS 0 66 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ! DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET jl 'd EXT FINISH PER PLAN w ,;,j Z D, / 2x4 VERTICAL @ 24 W/ GALVANIZED 1- 0 W PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING j w 0 J LL NAILS TO BOTTOM + + ' z � Q O = 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) D; NAILS + j '' F P K TO TOP CHORD; NOTE M MAIN FLOOR w � FRAMING DETAIL IF WALL HEIGHT IS 4 16d COMMONS ELEV 0'-0" B BETWEEN 4FT & 8FT, + NAILED @ EACH END a G DOUBLE TOP PLATE USE 2x6 SYP #2 STUDS ++ CONC. SLAB - � VERT REINF. BEYOND W D SEE FOUNDATION STRUCTURAL ENG: CFG / BAD GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO TI - 11- ---------------- - ----- SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C 16d COMMONS END III=I I- V DRAFTING: D RAFTER 7, ' 2x4 BLOCKING W/ 2 ++ NAILED TO VERTICAL IY STRUCT: AML O 2x4's I I- MASONRY WALL PER F_ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ ", 16d COMMONS END /� I` PLAN _ - - -- ---- J STRUCTURAL SHEATHING PER PLAN AND ROOF E N _j Q QC CHECK. CC `/ NAILED TO VERTICAL FINISH PER ARCHSFIN �,, 2x4's + * DETAILSEE S FOR FITOG INFO N� Z -- -- - --_ - ���dr H Job No. TM- 2152025 G W SCALE: AS INDICATED TRUSS PER PLAN SANFOR.D � CURVED ROOF TRUSSES PER PLAN OR CURVED DATE: 04/11/2016 D RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING C NAILED @ 6" O.C. STAGGERED �F°gRrMti�a� 6 - 1 1 1 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU L SECTION BE APPLIED AND FASTENED TO BASE '- " 3/4"=1'-0" SD2 1/4"=1'-0" NOTE. ROOF SHEATHING MUST 3/4 1 0 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F01 DORMER FRAMING DETAIL 1/2"=V-0" NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW PRECAST LINTEL PER CONT. 2x4 BLOCKING PLAN AROUND CURVE. MIN. 2x BLK'G. TO O.S.B. W/ 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END ARCH PER ELEV 2x SPF CONT. BLOCKING ATTACH TO END 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 11 3/4 -1 -0 1/2"=1'-0" .�� � ...,«« �' �'or c� �- ti SHEATHING PER PLAN SHEATHING PER PLAN STRUC L �- +«� ® U. 6'•f% W o SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHIN I Q S„ N LU O ,�, Z Z 'RAMING DETAILS FOR FZ ct� "� 9 V TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO F + Jr- + �DDITONAL CONNECTION PER STD. CONNECTOR CONNECTION PER �ti ® tom.,, Q VFORMATION NOTES STD. CONNECTOR ti) « -iEADER CAN BE STD. CONNECTOR .' � � .> «•«« ' .+"� .`"; Q _� TITHER UPSET OR NOTES FRAME OUT TO BLOCK NOTES • �«««.® ' �� J 0 >OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D EDGE FRAME OUT TO BLOCK fAB �`°10N � O EDGE AS REQ'D Alli 11r O, x W/ (2) 16d TOE NAILS a*� Q TACH END I �� �� � (2) 2x TOP PLATE 1/2 x 8 ANCHOR BOLT \ 3 16d COMMON I (2) 2x PLATE 2 2x #2 SYP SEE PLAN PLAN OR TITEN HD @ 32" FOR XBEAM SIZE #2 SYP EONLY JAILS (TYP.) i (2) 2x TOP PLATE FOR BEAM SIZE O.C. & 6" FROM EACH IF OPENING PROVIDED W,~ . END I PER PLAN) d° MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16" O C.A O 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM « x4 SPF CONT. PLATE O.C. w/ STRUCTURAL ' o 3LOCKING ATTACH TO STRUCTURAL STRUCTURAL ZQ O FOR BEAM SIZE SHEATHING FROM SHEATHING ON BOTH SHEATHING ON BOTH O '/16" OSB W/ (2) 8d TOP OF WALL TO �,� 0.4 JAILS SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR � BOTTOM OF WALL. � w ""� � WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER W - '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER 0' N/ 6d NAILS @ 16 O.C. NAILING SCHEDULE NAILING SCHEDULE ° . NAILING SCHEDULE Q4100 U "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS = MASONRY WALL AT TOP AND SP1 CLIPS U 1x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED KNEE1iVALL AT DOWNSET BEAM BUILDER FRAME .° UL 0 AT BASE ARE REO'D RADIUS AS REQ'D O Q HIT Z O ARCH WINDOW FRAMING DETAILSA_F_0)�AFO KNEEWALL AT UPSET BEAM fiF07�KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0UJI " d X U^ NAIL SCAB TO TOP IF A/C IS SUSPENDED � vJ PRE-ENGINEERED 12 ROOF SHEATHING I— Z TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ATTACH PER NAILING U C� NAILS 2x4 #2 SYP BLOCKING 24" 0. C. MAX. DOUBLE 2x TOP PLATE REQ'D TOP CHORD. SCHEDULE fA ADD 2x4 VERTICAL @ I— 4 TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 Q 0 o� i� CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Q � CONNECTION NOTES SINGLE TOP AND BASE COMPANY PLAN " " STANDARD TRUSS (q � In PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL EXT. SHEATHING �� AT EACH TRUSS V„ -�� TOP CHORD VARIES 0O Z c°8 ATTACHED PER v TO TRUSS. STUDS @ " " TRUSS WEBS NOT Z J NAILING SCHEDULE �� 24" O.C. &EXT. SHEATHING LED SHOWN FOR CLARITY :. FROM TOP OF I PER NAILING PATTERN LENGTH OF E ACROSS U Z PRE-ENG.TRUSS PER Q a PLAN 24" O.C. MAX O KNEEWALL TO BOTTOM O OR SP2 CLIPS AT TOP I SHEARWALL r- - - - _ - - � _ _ � 2x4 #2 SYP CROSS � 2x4 #2 SYP RAT RUN ( BRACING (AT 45°) W/ ROOFING MATERIAL W W U �b v- I AND SP1 CLIPS AT NAIL SCAB TO TOP _ Q BASE ARE REQ'D. CHORD WITH 3 10d ( W TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS O RUNS. TYP EACH SIDE � � Z O CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION �_ W MIN 2x4 STUDS @ 16" 2x4 BLOCKING CONDENSATE ' LAP W/ (2) 16d NAILS MAX 48 MAX 48 INFO W F— v BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION O/C MAIN SPAN ROOF TO EACH TRUSS. TYP U TRUSS TOENAILED TO SUPPLIER 4 TOP OF MASONRY W 2x P.T. PLATE DOUBLE TOP PLATE w/ EACH SIDE W % 10d NAILS @ 4" O.C. CONNECTION TO BE X 1/2" x 8" A.B. OR TITEN i_ _ = _ _ _ _ _ _ _ �_ _- - SUPPLIED BY A/C SEE ARCH PLANS FOR HD @ 32" O.C. & 6" STANDARD TRUSS OVERHANG INFO U TRUSS PER PLAN COMPANY •. . FROM EA. END, CENTER BOTTOM CHORD ON BASE PLATE UPLIFT CONNECTOR Z (SEE SCHEDULE) DOUBLE TOP PLATE (2) 2x4 #2 SYP . D TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS::� RE. ELEV. LU BLOCKING W/ SIMPSON COURSE W/ (1) #5 MASONRY WALL PER PLAN TYP. SINGLE TIE -BEAM o- A34 OR LUS24-2 EACH FOR O.H. O PLAN END CONT. W/ (1) #5 CONT F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT soup z a o 3/4"=1'-0" 3/4"=1'-0" Q Z U) 00 11 DA 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. X CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE L Z H F TOP OF CHIMNEY MIN. & FRAME FLOOR PLAN W Z O a ROOF SHEATHING FOR STRAP _ Q J 2-0 ABOVE A POINT I (L! C CONT ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING p Via LI D EXT. SHEATHING POWERS STEEL SILL r � 1 e NEAREST ROOF PRECAST CONC. OR Z O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER cn DD TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS 0 66 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ! DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET jl 'd EXT FINISH PER PLAN w ,;,j Z D, / 2x4 VERTICAL @ 24 W/ GALVANIZED 1- 0 W PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING j w 0 J LL NAILS TO BOTTOM + + ' z � Q O = 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) D; NAILS + j '' F P K TO TOP CHORD; NOTE M MAIN FLOOR w � FRAMING DETAIL IF WALL HEIGHT IS 4 16d COMMONS ELEV 0'-0" B BETWEEN 4FT & 8FT, + NAILED @ EACH END a G DOUBLE TOP PLATE USE 2x6 SYP #2 STUDS ++ CONC. SLAB - � VERT REINF. BEYOND W D SEE FOUNDATION STRUCTURAL ENG: CFG / BAD GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO TI - 11- ---------------- - ----- SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C 16d COMMONS END III=I I- V DRAFTING: D RAFTER 7, ' 2x4 BLOCKING W/ 2 ++ NAILED TO VERTICAL IY STRUCT: AML O 2x4's I I- MASONRY WALL PER F_ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ ", 16d COMMONS END /� I` PLAN _ - - -- ---- J STRUCTURAL SHEATHING PER PLAN AND ROOF E N _j Q QC CHECK. CC `/ NAILED TO VERTICAL FINISH PER ARCHSFIN �,, 2x4's + * DETAILSEE S FOR FITOG INFO N� Z -- -- - --_ - ���dr H Job No. TM- 2152025 G W SCALE: AS INDICATED TRUSS PER PLAN SANFOR.D � CURVED ROOF TRUSSES PER PLAN OR CURVED DATE: 04/11/2016 D RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING C NAILED @ 6" O.C. STAGGERED �F°gRrMti�a� 6 - 1 1 1 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU L SECTION BE APPLIED AND FASTENED TO BASE '- " 3/4"=1'-0" SD2 1/4"=1'-0" NOTE. ROOF SHEATHING MUST 3/4 1 0 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F01 DORMER FRAMING DETAIL 1/2"=V-0" '-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ gk ARCH PER ELEV (2) - 8d EACH END END VIEW w/CMU HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD 11 3/4 -1 -0 1/2"=1'-0" .�� � ...,«« �' �'or c� �- ti SHEATHING PER PLAN SHEATHING PER PLAN STRUC L �- +«� ® U. 6'•f% W o SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHIN I Q S„ N LU O ,�, Z Z 'RAMING DETAILS FOR FZ ct� "� 9 V TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO F + Jr- + �DDITONAL CONNECTION PER STD. CONNECTOR CONNECTION PER �ti ® tom.,, Q VFORMATION NOTES STD. CONNECTOR ti) « -iEADER CAN BE STD. CONNECTOR .' � � .> «•«« ' .+"� .`"; Q _� TITHER UPSET OR NOTES FRAME OUT TO BLOCK NOTES • �«««.® ' �� J 0 >OWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D EDGE FRAME OUT TO BLOCK fAB �`°10N � O EDGE AS REQ'D Alli 11r O, x W/ (2) 16d TOE NAILS a*� Q TACH END I �� �� � (2) 2x TOP PLATE 1/2 x 8 ANCHOR BOLT \ 3 16d COMMON I (2) 2x PLATE 2 2x #2 SYP SEE PLAN PLAN OR TITEN HD @ 32" FOR XBEAM SIZE #2 SYP EONLY JAILS (TYP.) i (2) 2x TOP PLATE FOR BEAM SIZE O.C. & 6" FROM EACH IF OPENING PROVIDED W,~ . END I PER PLAN) d° MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ I WALL w/ STUDS @ 16" O C.A O 16" O.C. W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ 2x PT BOTTOM « x4 SPF CONT. PLATE O.C. w/ STRUCTURAL ' o 3LOCKING ATTACH TO STRUCTURAL STRUCTURAL ZQ O FOR BEAM SIZE SHEATHING FROM SHEATHING ON BOTH SHEATHING ON BOTH O '/16" OSB W/ (2) 8d TOP OF WALL TO �,� 0.4 JAILS SIDES FROM TOP OF SIDES FROM TOP OF PRECAST LINTEL OR � BOTTOM OF WALL. � w ""� � WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF KNOCK OUT COURSE ATTACHED PER W - '/16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER 0' N/ 6d NAILS @ 16 O.C. NAILING SCHEDULE NAILING SCHEDULE ° . NAILING SCHEDULE Q4100 U "0 SIDE & TOP NAILER OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS = MASONRY WALL AT TOP AND SP1 CLIPS U 1x BUCKS, AT TOP AND SP1 CLIPS AT BASE ARE REQUIRED KNEE1iVALL AT DOWNSET BEAM BUILDER FRAME .° UL 0 AT BASE ARE REO'D RADIUS AS REQ'D O Q HIT Z O ARCH WINDOW FRAMING DETAILSA_F_0)�AFO KNEEWALL AT UPSET BEAM fiF07�KNEEWALL OVER MASONRY WALL o 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0UJI " d X U^ NAIL SCAB TO TOP IF A/C IS SUSPENDED � vJ PRE-ENGINEERED 12 ROOF SHEATHING I— Z TRUSSES PER PLAN @ (TYP) SEE ELEV. CHORD WITH (4) 10d FROM TOP CHORD (2) ATTACH PER NAILING U C� NAILS 2x4 #2 SYP BLOCKING 24" 0. C. MAX. DOUBLE 2x TOP PLATE REQ'D TOP CHORD. SCHEDULE fA ADD 2x4 VERTICAL @ I— 4 TYP. TRUSS TO FRAME IF REQ'D, PROVIDE SCAB IN EACH TRUSS ATTACHMENTS 12 Q 0 o� i� CONNECTION PER STD CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE Q � CONNECTION NOTES SINGLE TOP AND BASE COMPANY PLAN " " STANDARD TRUSS (q � In PLATE w/ (2) 16d NAILS (3) 10d NAILS TYPICAL EXT. SHEATHING �� AT EACH TRUSS V„ -�� TOP CHORD VARIES 0O Z c°8 ATTACHED PER v TO TRUSS. STUDS @ " " TRUSS WEBS NOT Z J NAILING SCHEDULE �� 24" O.C. &EXT. SHEATHING LED SHOWN FOR CLARITY :. FROM TOP OF I PER NAILING PATTERN LENGTH OF E ACROSS U Z PRE-ENG.TRUSS PER Q a PLAN 24" O.C. MAX O KNEEWALL TO BOTTOM O OR SP2 CLIPS AT TOP I SHEARWALL r- - - - _ - - � _ _ � 2x4 #2 SYP CROSS � 2x4 #2 SYP RAT RUN ( BRACING (AT 45°) W/ ROOFING MATERIAL W W U �b v- I AND SP1 CLIPS AT NAIL SCAB TO TOP _ Q BASE ARE REQ'D. CHORD WITH 3 10d ( W TOP AND BOTTOM MIN (3) 12d NAILS TO RAT PER ARCHS O RUNS. TYP EACH SIDE � � Z O CRICKET AS REQUIRED NAILS (2) BAYS PAST A/C A/C UNIT AND PAN SEE FRAMING PLAN 2x BLOCKING LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION �_ W MIN 2x4 STUDS @ 16" 2x4 BLOCKING CONDENSATE ' LAP W/ (2) 16d NAILS MAX 48 MAX 48 INFO W F— v BETWEEN TRUSSES DISPOSAL BY A/C SEE ELEVATION O/C MAIN SPAN ROOF TO EACH TRUSS. TYP U TRUSS TOENAILED TO SUPPLIER 4 TOP OF MASONRY W 2x P.T. PLATE DOUBLE TOP PLATE w/ EACH SIDE W % 10d NAILS @ 4" O.C. CONNECTION TO BE X 1/2" x 8" A.B. OR TITEN i_ _ = _ _ _ _ _ _ _ �_ _- - SUPPLIED BY A/C SEE ARCH PLANS FOR HD @ 32" O.C. & 6" STANDARD TRUSS OVERHANG INFO U TRUSS PER PLAN COMPANY •. . FROM EA. END, CENTER BOTTOM CHORD ON BASE PLATE UPLIFT CONNECTOR Z (SEE SCHEDULE) DOUBLE TOP PLATE (2) 2x4 #2 SYP . D TOP KNOCK OUT FRAMED WALL PER BLOCKING UNDER A/C SUPPORTS::� RE. ELEV. LU BLOCKING W/ SIMPSON COURSE W/ (1) #5 MASONRY WALL PER PLAN TYP. SINGLE TIE -BEAM o- A34 OR LUS24-2 EACH FOR O.H. O PLAN END CONT. W/ (1) #5 CONT F1 KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT soup z a o 3/4"=1'-0" 3/4"=1'-0" Q Z U) 00 11 DA 2x STUDS @ 16" O.C. FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. X CHIMNEY CAP SPECS W/ 2" MIN. WINDOW PER > Z LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT CLEAR BETWEEN FLUE L Z H F TOP OF CHIMNEY MIN. & FRAME FLOOR PLAN W Z O a ROOF SHEATHING FOR STRAP _ Q J 2-0 ABOVE A POINT I (L! C CONT ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING p Via LI D EXT. SHEATHING POWERS STEEL SILL r � 1 e NEAREST ROOF PRECAST CONC. OR Z O PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D (1) SPH4 EVERY ATTACHED PER cn DD TO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ALL WINDOWS 0 66 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ! DOUBLE TOP PLATE N BELOW AND CONNECT w/ HTS20 @ 32" O.C. 2x4 FRAMED CRICKET jl 'd EXT FINISH PER PLAN w ,;,j Z D, / 2x4 VERTICAL @ 24 W/ GALVANIZED 1- 0 W PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX. w/ (4) 10d FLASHING j w 0 J LL NAILS TO BOTTOM + + ' z � Q O = 2x PLATES OVER ROOF DECK PER VALLEY H A CHORD & (3) D; NAILS + j '' F P K TO TOP CHORD; NOTE M MAIN FLOOR w � FRAMING DETAIL IF WALL HEIGHT IS 4 16d COMMONS ELEV 0'-0" B BETWEEN 4FT & 8FT, + NAILED @ EACH END a G DOUBLE TOP PLATE USE 2x6 SYP #2 STUDS ++ CONC. SLAB - � VERT REINF. BEYOND W D SEE FOUNDATION STRUCTURAL ENG: CFG / BAD GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO TI - 11- ---------------- - ----- SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR C 16d COMMONS END III=I I- V DRAFTING: D RAFTER 7, ' 2x4 BLOCKING W/ 2 ++ NAILED TO VERTICAL IY STRUCT: AML O 2x4's I I- MASONRY WALL PER F_ COMMON TRUSS PER PLAN OR CONY. FRAMING w/ ", 16d COMMONS END /� I` PLAN _ - - -- ---- J STRUCTURAL SHEATHING PER PLAN AND ROOF E N _j Q QC CHECK. CC `/ NAILED TO VERTICAL FINISH PER ARCHSFIN �,, 2x4's + * DETAILSEE S FOR FITOG INFO N� Z -- -- - --_ - ���dr H Job No. TM- 2152025 G W SCALE: AS INDICATED TRUSS PER PLAN SANFOR.D � CURVED ROOF TRUSSES PER PLAN OR CURVED DATE: 04/11/2016 D RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING C NAILED @ 6" O.C. STAGGERED �F°gRrMti�a� 6 - 1 1 1 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D MO CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU L SECTION BE APPLIED AND FASTENED TO BASE '- " 3/4"=1'-0" SD2 1/4"=1'-0" NOTE. ROOF SHEATHING MUST 3/4 1 0 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F01 DORMER FRAMING DETAIL CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 48" ' WHERE O.H. IS > 1OK DROP - 4'-811 < H:_- 7'-011 (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" SIMPSON HGA10 48" @ SIMPSON HGA10 48" @ CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 4-18'-8" GABLES w/ OUTLOOKERS @ 24 O.C. V-0" MAX PLYOOD CANT. O.H. w 2x4 BLOCKS, (2) 16d — O.C. O.C. WHERE O.H. IS > 1'-0", 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR PROVIDE 16d NAILS _ NAILS @ EA. END. FOR NAILING GABLE END TRUSS TO Y 2x TOP PLATE TO NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE 2x4 STUDS @ 24" O.C. w/ BLOCK ADJ. BAYS @ SHEATHING NOT REQ'D SHEATHING NOT REQ'DCONNECT BRACING IS TO BE SYP#2 OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) TO DROP GABLE WITH FRAMING FOR FALSE iL L 11 11 FALSE BM PER PLAN EA.DIAG. AS SHOWN. TO BE CONT. @ THE TO BE CONT. @ THE � (1) A23 FROM STRONGBACK TO H2.5 CLIP. MAX 2'-0" O.H. SHEATHING COVERING 2x4 DIAGONAL BRACE FASTEN ROOF TRANSITION FROMTRANSITION FROM W � DIAGONAL CMU WALL CONNECTION CLEAR SHEATHING TO N SEE PLAN FOR 0 O°, GABLE VERTICAL PLAN Q g �— C x BEAM TO GABLE WALL TO GABLE BLOCKS w/8d NAILS TRUSS TRUSS@ PAGE FOR GALE CONT 2x4 6" O.C. 2x6 FOR ADDT'L INFO. RAFTER TO OPP SIDE INTO BLOCKING, (2) 0 3RD A -A GABLE VERTICAL BRACING CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 48" ' 3 1/4" HOLD 1/2" J -BOLTS w/ - 4'-811 < H:_- 7'-011 (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614' -O" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 4-18'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w GABLE BRACING @ 48" MAX. ATTACHMENT w/ (3) 1 Od 1 LU WHERE O.H. IS > 1'-0", TOENAILS EA. END 11 J b PROVIDE 16d NAILS _ O.C. MAX. 45° FROM HORIZONTAL 10°) FOR NAILING GABLE END TRUSS TO Y 2x TOP PLATE TO LL M C) PLT.@12" O.C. MAX. = GABLE END W/ 16d TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ U II ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ �� , o m NAILS @ 6" O.C. SEE GE01/SD3 FOR DOUBLE 2x TOP PLATE FRAMING FOR FALSE iL L 11 11 FALSE BM PER PLAN 6' FROM EAVES. 2'-0" MAX. SPAN 2'-0") w! (2) 16d STUD TOP &BOTTOM Lro � (1) A23 FROM STRONGBACK TO CONV. FRAME OR SHEATHING COVERING 2x4 DIAGONAL BRACE 0 TRUSS PER PLAN DROP END GABLE w/ W � DIAGONAL CMU WALL CONNECTION CLEAR SPAN CONNECTION N SEE PLAN FOR 0 O°, GABLE VERTICAL PLAN Q g �— C x �•>, 2ND 2x4 BRACE IF REQ'D, SEE CHART ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GALE BRACING*** DOWN OF JACK 2x6 FOR ADDT'L INFO. RAFTER TO OPP SIDE INTO BLOCKING, (2) 0 3RD A -A GABLE VERTICAL BRACING �— O OUTLOOKERS @ 24" PROVIDE BLOCKING Z _A (-- z 10d COMMON NAILS @ 1= SIMPSON H2.5(TYP.) BETWEEN TRUSS BAYS I SP4 CONNECTORS @ 8" O.C. O 2x6's @ 24" O.C. MAX. HOLD WALL 3-1/2" FASTEN SIDE WALL 24"o.c. IF HEADER WITH GABLE TRUSS Q \ DOWN FOR 1'-9° MAX. BAYS SEE GABLE WALL PER PLAN'` BAY REQ'D w U , Q = 0 2I` O.C. TO RUN BACK TO d OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB I MORE. EXT. SHEATHING; O —� 2x6 (MIN.) PLATE THRU O HEADER PER PLAN IF ATTACH PER NAILING W BEAM PER PLAN SHEATHING PER PLAN. REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. z TRUSS PER PLAN D ATTACH PER PLAN i I 2x DOWNFRAME TO SCHED. 0- W Q STRONGBACK, SEE g FROM TOP OF WALL I I DOOR AS REQ'D 1ST COMMON TRUSS N W Z J Z LSTA18 HEADER TO w TO BOTTOM I COMMON TRUSS O STUDS TYP. BASE (5) 16d NAILS BRACE CHART WITH (3) 12d TOENAILS. TO BLOCKING GABLE BRACING (+) CONNECT TO DROP 0 EXT. SHEATHING, SEE CHART GABLE WITH H2.5 CLIP. F. V SIMPSON H10A SIMPSON H10A ATTACH PER PLAN MAX 2'-0" O.H. W W DIAGONAL TO BEAM DIAGONAL TO TOP PROVIDE 2x4 BRACE PLATE TO ADJ. EA. Q FASTEN TO DIAG..w/(2) STRONGBACK IF REQ'D CONT. 2x4 w BEAM CONNECTION FRAME WALL CONNECTION 16d NAILS. PER CHART p 0 (5) 16d NAILS BRACE 2x4'S @ 24" O.C. GABLE BRACING @ 48" = 11A TO BLOCKING GABLE END O Z O.C. NOT REG'D 6' AF PROVIDE 2x4 BRACE SHEATHING FASTEN � FROM EAVESPLAN GABLE END TO EA. ADJ. DIAG. PER PLAN I SHEATHING FASTEN FASTEN TO DIAG.w/(2)SPLICE AS REQ'D m W 4� 45° PER PLAN. 16d NAILS. Q CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD H GABLE BRACING + UP TO 48" ' 3 1/4" HOLD 1/2" J -BOLTS w/ - 4'-811 < H:_- 7'-011 (1) 2x4 BRACE PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614' -O" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 14'-0" < H 4-18'-8" STRONGBACK W/ (2) 2x4 BRACE EACH END AND 32" O.C. 24" O.C. FOR FALSE BM w GABLE BRACING @ 48" MAX. ATTACHMENT w/ (3) 1 Od 1 LU .r ® ; TOENAILS EA. END 11 J b PROVIDE 16d NAILS _ O.C. MAX. 45° FROM HORIZONTAL 10°) FOR NAILING GABLE END TRUSS TO Y 2x TOP PLATE TO LL M C) PLT.@12" O.C. MAX. = GABLE END W/ 16d TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ U II ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ �� , o m NAILS @ 6" O.C. SEE GE01/SD3 FOR #5 CONT. FRAMING FOR FALSE iL L 11 11 FALSE BM PER PLAN 6' FROM EAVES. 2'-0" MAX. SPAN 2'-0") w! (2) 16d STUD TOP &BOTTOM Lro 10d COMMON NAILS GABLE BRACING CHART H GABLE BRACING + UP TO 48" ' NO BRACE REQUIRED - 4'-811 < H:_- 7'-011 (1) 2x4 BRACE 7'-0" < H :-� 9'4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614' -O" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 4-18'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS CMU WALL OR LINTEL t t tl1 N 1 a.j � W BEAM, IF REQ D w/ (3) W � 0 W J BELOW �. im: �; Q � HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS z (� GABLE BRACING @ 48" 2x4 BRACE IF REQ'D ,,- .r ® ; a of b BRACE O.C. MAX. 45° FROM HORIZONTAL 10°) FOR NAILING ,, SEE CHART. M C) U TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ __/t/ ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ �� *011 *....++�® ®®�♦ SEE GE01/SD3 FOR #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD 11 11 FALSE BM PER PLAN 6' FROM EAVES. 2'-0" MAX. SPAN 2'-0") w! (2) 16d STUD TOP &BOTTOM Lro 10d COMMON NAILS (1) A23 FROM STRONGBACK TO CONV. FRAME OR SHEATHING COVERING IF REQ'D 0 TRUSS PER PLAN W 1'�� @ 6" O.C. DIAGONAL CMU WALL CONNECTION CLEAR SPAN CONNECTION N SEE PLAN FOR 0 O°, GABLE VERTICAL PLAN Q g �— C x �•>, 2ND 2x4 BRACE IF REQ'D, SEE CHART ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GALE BRACING*** DOWN OF JACK 2x6 FOR ADDT'L INFO. RAFTER TO OPP SIDE INTO BLOCKING, (2) 0 A -A GABLE VERTICAL BRACING �— O OUTLOOKER PROVIDE BLOCKING TRUSSES _A (-- z 10d COMMON NAILS @ 1= SIMPSON H2.5(TYP.) BETWEEN TRUSS BAYS I SP4 CONNECTORS @ 8" O.C. ♦♦��`�y 11 ��� SIMPSON H10A DIA o♦ ` T ��s //�� TO BLOCKING����......� d� W v N 011 OR REQ CONNECTIDON DETAIL (FRAME WALL SHOWN; O /""'+{+y7 CONNECTIONS MAY ALSO BE MASONRY) U Z ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** a mm a M w Uj r♦�+ U ILL Z Q O Ica GEO GABLE END @ FLAT CEILING CONNECTIONS rGEO GABLE END BRACING rGEL3 GABLE END @FLAT CEILING w/ BOSTON HIP o ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 06 VARIES t t tl1 N 1 a.j � W � W � 0 W J STRUCTURAL ENG: CFG / BAD �. im: �; Q � � z z (� GABLE BRACING @ 48" PROVIDE 2x BLOCKIN ,,- .r ® ; a of b O.C. MAX. 45° FROM HORIZONTAL 10°) FOR NAILING ,, "3> z N !~7 d •,�' �•®`" M C) U (+/- BRACE NOT REQUIRED+,"�,� ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ �� *011 *....++�® ®®�♦ SEE GE01/SD3 FOR Q Q U) 6' FROM EAVES. 2'-0" MAX. SPAN 2'-0") w! (2) 16d STUD TOP &BOTTOM Lro ®ises OUTLOOKER OR CONV. FRAME OR O W 0 TRUSS PER PLAN W 1'�� ®`♦®♦♦ SHEATHING VALLEY TRUSSES PER p � ^ 0 N SEE PLAN FOR 0 O°, a PLAN Q g SUPPORT AND TIE �•>, SCHEDULE &NOTES � W (� ti in DOWN OF JACK Q FOR ADDT'L INFO. RAFTER TO OPP SIDE INTO BLOCKING, (2) 0 Z �— O OUTLOOKER PROVIDE BLOCKING TRUSSES _A (-- z (AS SHOWN) 1= SIMPSON H2.5(TYP.) BETWEEN TRUSS BAYS I SP4 CONNECTORS @ O 2x6's @ 24" O.C. MAX. HOLD WALL 3-1/2" @ 48" O.C. FOR FIRST 3 24"o.c. IF HEADER WITH GABLE TRUSS Q DOWN FOR 1'-9° MAX. BAYS SEE GABLE WALL PER PLAN'` P.T BASE PLATEcn U , Q = 0 2I` z a OUTLOOKER OR REQ CONNECTIDON DETAIL (FRAME WALL SHOWN; O /""'+{+y7 CONNECTIONS MAY ALSO BE MASONRY) U Z ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** a mm a M w Uj r♦�+ U ILL Z Q O Ica GEO GABLE END @ FLAT CEILING CONNECTIONS rGEO GABLE END BRACING rGEL3 GABLE END @FLAT CEILING w/ BOSTON HIP o ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — 06 VARIES Ir RAKED DOUBLE TOP CONNECTIONI LU 2x8 #2 SPF STUDS AT � n CEILING NAILER AS PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ ~ `,J 1/2" x 8" J -BOLT @ 32" ;'4 , DTC CLIP, (2) 8d NAILS I 32" O.C. GABLE TRUSS p LW REQ D MASONRY WALL OR - 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF NOTE: PROVIDE ADDIT'L O.C. AND 6' FROM EA. INTO BLOCKING (2) I _ PLATE W/ 1/2" x 8" I TRUSS O �.� BLOCKING AS REQ'D 2x8 #2 SPF STUDS END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ; I EA. SIDE OF HEADER WOOD WALL U (/1 @ LINTEL SEE PLAN P' ANCHOR BOLT OR CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PER HIB -91 & TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON �' MANU.'S DRAWINGS; TITEN HD @ 32" O.C. & I Q SIDE OF EA. STUD. META16 I PLATE & 6 FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) CEILING GYP. BD. IS 2x8 #2 SYP PT BASE , CENTERED BETWEEN 6" FROM EACH END I STUDS) w/ MIN 7" 32" O.C. MASONRY WALL Z NOT A DIAPHRAGM PLATE FRAME AND CMU SEE ' EMBED. INTO SLAB SHOWN, SEE PLAN pw WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU I I ONLY REQ'D @ BRG FOR WOOD OR U) CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/UPLIFT MASONRY IL GEO GABLE END VAULTED CEILING p0 I GEO GABLE END AT VALLEY FRAMING z Q c 3/4"=1'-0" i I 3/4"=1'-0" O Z SIMPSON DTC 2 8d I I HEADER STUDS PER Q 11 2x8 RIDGE BOARD O Ir 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I U NAO. ON PLANS LE Z 'S Z WAY UP HEIGHT OF (4) 8d NAILS TO TOP Z Q 3/4"=1'-0" 3/4"=1'-0" VALLEY. FASTEN w/ (5) n. 0 W J STRUCTURAL ENG: CFG / BAD u.i 10d COMMON NAILS @I (� I 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING — Q LV (2) 2x TOP PLATEZ F- STRUCT AML EACH END (TYP.)p OUTLOOKER (MAX. FOR NAILING 2x4 BLOCKING (2) 12d M C) U ROOF SHEATHING (2)16d NAILS PLT. TO NAILS, TOENAILED @ �� TRUSS PER PLAN SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. � Q U) 2'-0" MAX. SPAN 2'-0") w! (2) 16d STUD TOP &BOTTOM EACH END.AT 24 O.C. ROOF SHEATHING PER PLAN OUTLOOKER OR CONV. FRAME OR I W 0 END NAILS EA. END (TYP.) (END NAIL PLTS. TO STUD) TRUSS PER PLAN HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER p ^ 0 N DTC CLIP, (2) 8d NAILS ER PLAN Q g 2x FASCIA w (2) 16d END NAILS @ EA. INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. SCHEDULE &NOTES � W (� ti in 16d TOENAILS NAILS INTO TOP PLATE FOR ADDT'L INFO. RAFTER TO OPP SIDE INTO BLOCKING, (2) 0 Z �— O OUTLOOKER BLOCKING @ 24" O.C. (2) SIMPSON LSTA12 OR z (AS SHOWN) 1= SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER I SP4 CONNECTORS @ O 2x6's @ 24" O.C. MAX. HOLD WALL 3-1/2" @ EACH END 24"o.c. IF HEADER WITH GABLE TRUSS Q DOWN FOR 1'-9° MAX. DOUBLE TOP PLATE 2x4 LEDGER WI (2) 10d I UPLIFT SPAN 4'-6" OR P.T BASE PLATEcn U , Q = 0 2I` z a OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB I MORE. EXT. SHEATHING; O —� 2x6 (MIN.) PLATE THRU O HEADER PER PLAN IF ATTACH PER NAILING W U U, REQ'D. MIN (1) JACK & EXTERIOR SHEATHING. z TRUSS PER PLAN D ATTACH PER PLAN i I 2x DOWNFRAME TO SCHED. 0- W Q (1) KING STUD w/ SIMPS. g FROM TOP OF WALL I I DOOR AS REQ'D (2) 16d NAILS TO EA. 2 W Z J Z LSTA18 HEADER TO w TO BOTTOM I COMMON TRUSS O STUDS TYP. BASE Ir RAKED DOUBLE TOP CONNECTIONI LU 2x8 #2 SPF STUDS AT � n CEILING NAILER AS PLATE SHEATHING PER PLAN 16" O.C. I I SIMPSON META16 @ ~ `,J 1/2" x 8" J -BOLT @ 32" ;'4 , DTC CLIP, (2) 8d NAILS I 32" O.C. GABLE TRUSS p LW REQ D MASONRY WALL OR - 2x8 #2 SYP PT. BASE I 1/2" THREADED ROD TO MASONRY. AT MAIN SPAN ROOF NOTE: PROVIDE ADDIT'L O.C. AND 6' FROM EA. INTO BLOCKING (2) I _ PLATE W/ 1/2" x 8" I TRUSS O �.� BLOCKING AS REQ'D 2x8 #2 SPF STUDS END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN ; I EA. SIDE OF HEADER WOOD WALL U (/1 @ LINTEL SEE PLAN P' ANCHOR BOLT OR CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PER HIB -91 & TRUSS 16" O.C. TYP. MSTAM-24 TYP. EA. IN CMU. OR SIMPSON �' MANU.'S DRAWINGS; TITEN HD @ 32" O.C. & I Q SIDE OF EA. STUD. META16 I PLATE & 6 FROM JAMB LSTA18 OR MTS12 @ (SEE SCHEDULE) CEILING GYP. BD. IS 2x8 #2 SYP PT BASE , CENTERED BETWEEN 6" FROM EACH END I STUDS) w/ MIN 7" 32" O.C. MASONRY WALL Z NOT A DIAPHRAGM PLATE FRAME AND CMU SEE ' EMBED. INTO SLAB SHOWN, SEE PLAN pw WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU I I ONLY REQ'D @ BRG FOR WOOD OR U) CMU WALL PER PLAN FOR REQ'D FLASHING I WALL W/UPLIFT MASONRY IL GEO GABLE END VAULTED CEILING p0 I GEO GABLE END AT VALLEY FRAMING z Q c 3/4"=1'-0" i I 3/4"=1'-0" O Z SIMPSON DTC 2 8d I I HEADER STUDS PER Q 11 2x8 RIDGE BOARD O Ir 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, I U NAO. ON PLANS LE Z 'S Z WAY UP HEIGHT OF (4) 8d NAILS TO TOP Z Q W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING — — — — — — — - CHORD OF EACHPLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d L NAILS @ EACH TRUSS y VALLEY RAFTER FRAMING (OR PRE -ENG LU VALLEY. FASTEN w/ (5) PLATE 0 W J STRUCTURAL ENG: CFG / BAD 10d COMMON NAILS @I (� I Z — Q LV F- STRUCT AML EACH END (TYP.)p ._ ._.. . _ _ _ ... __ ------ ...---- QC CHECK CC ` O00 I ATTACH JAMB STUDS M C) I 2x6G 2x8 REB TRUSS PER PLAN PER WF08/SD4 FN7 G < Q 1 W 0TO RID AR W/ A35 TRUSS PER PLAN I = 0 ON (1) SIDE OF N � RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0 .. Z RAFTER TO OPP SIDE INTO BLOCKING, (2) I I— �— O (AS SHOWN) 3/16" x 2 3/4" TAPCONS W w W V J 0 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON W 0 0 FASTEN SYP OR SPF 2x4 SYP #2 BLOCKING, META16 P.T BASE PLATEcn CO , Q = 0 2I` 2x6 (MIN.) PLATE THRU @ 24" O.C. W/ (2) 12d END NAILS @EACH W p SHEATHING PER PLAN (n 0- W/ 1/4"x4-1/2" SIMPSON END. SDS SCREWS TO TOP WALL SHEATHING PER LAY 2x4 BLOCKING — — — — — — — - CHORD OF EACHPLAN LINTEL PER PLAN OVER THE TOP OF THE TRUSS BELOW BOTTOM CHORD. FASTEN CONV. 2x 2x WALL, SEE PLAN ATTACH W/ (2) 10d L NAILS @ EACH TRUSS y VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO STD CONDITION@ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH Z JOB No. TM 2152025 SIMPSON MTS12 OR SANFORD LU SCALE AS INDICATED LSTA12 & (5) 8d NAILSDAT �Fp @ EA. RAFTER TO PLT. qct E 04/11/2016 FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED # 1 6 -,j 17 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU STRUCTURAL ENG: CFG / BAD (� DRAFTING: F- STRUCT AML W..._ �`)1LD1/yG Q ._ ._.. . _ _ _ ... __ ------ ...---- QC CHECK CC ` VALLEY TRUSSES) TO STD CONDITION@ FRAME WALL BEARING CONDITION @ CMU WALL 2x PLATE WITH Z JOB No. TM 2152025 SIMPSON MTS12 OR SANFORD LU SCALE AS INDICATED LSTA12 & (5) 8d NAILSDAT �Fp @ EA. RAFTER TO PLT. qct E 04/11/2016 FIELD FRAMED VALLEY DETAIL FO NON-BEARING WALL CLIP DETAIL FO TYPICAL HEADER DETAIL NOT USED # 1 6 -,j 17 1/2"=1'-0" 3/4"=1'-0" 1/2"=1'-0" SD3 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: 3" COMMON OPP. w= I O N PIPE OR DUCT W/ Z DOUBLE 2x4 TOP AT CORNER SIDE PLATE LENGTHS MUST BE AT I} PENETRATION OF 2 ROWS 1 Od @ 3" O.C. PLATE W 0 ----- LEAST 8'-0" LONG. TYP. w MORE THAN 50% OF PT POST PER PLAN FLOOR SYSTEM (D ABU POST BASE PER `" U - NAIL BOTTOM PLATE TOP PLATE WIDTH 5/8" THREADED ROD w/ ' 0'NUT 01 OPENING SIZE 01 BEYOND SEE PLAN SEE FOUNDATION INSTALL SIMPSON INSTAL S SO TO CORNER STUD00 PROVIDE 2x4 ON TOP INFO SIDE VIEW @ BASE OF POST F1 EXTERIOR SHEATHING SCHEDULE W/ 16d 2x4 STUDS PER OF 2x8 TO BLOCK OUTPSPN5 LAP SPLICE 48" MIN & z • NAILS TYP. TOP & BOT. FRAMING PLAN TOP PLATE ATTACH W/ ATTACH PER NAILING SHEATHING PER PLAN + (4) 10d NAILS FOR (2) 10d NAILS O.C. PATTERN ON THIS CONY. FRAMED (2) 1/4" X 4'/z" SIMPS.7 + • DOUBLE 10d @ 3" O.C. SDS SCREWS @ 16" (SOLID BLOCK W/ 2x6) DETAIL O.C. MAX.; TO GABLE END STUDS TOP SPLICE w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. I SDS SCREWS @ 16" FASCIA PER O.C. MAX.; + COMMUNITY SPECS TO MASONRY w/' 2x4 PT o 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. ' SIMPSON H3 CLIP 2x4 BEYOND AGAINST DESIGNED FOR 48" SHINGLE ONLY (SDO1 TYPICAL SHED ROOF DETAIL W 48"M /N 2x8 STUDS M/�! cn 0- w ATTACH 2x STUDS TO STRUCTURAL ENG: CFG / BAD TOP PLATE W/ (4) 16d DRAFTING- -- H -STRUCT: AML NAILS ((2) ON EA. SIDE) QC CHECK CC v\LDINC Q Z TYP. AT ALL EXTERIOR ---- - _ —--- ATTACH 2x STUDS TO w SCALE: AS INDICATED CONDITIONS 0 DATE: 04/11/2016 a� TOP PLATE W/ (4) 16d z NAILS ((2) ON EA. SIDE) 2x8 STUDS PER TYP. AT ALL EXTERIOR FRAMING PLAN CONDITIONS - NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION NAIL TOP PLATE TO 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) BOTTOM PLATE w/ (4) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 10d NAILS 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 2 1/2" z w 1 1/2" w N N N N J_��N 10d x 3" COMM( OVERLAP TOP PLATE 3" COMMON OPP. w= I O N II I II II II Z t I AT CORNER SIDE ❑_ J� I} w w U 1 Od x 3" OPP. SIDE � W 0 ----- --------- w 040 PT POST PER PLAN FLOOR SYSTEM (D ABU POST BASE PER `" U - NAIL BOTTOM PLATE z U 5/8" THREADED ROD w/ ' 0'NUT 01 OPENING SIZE 01 BEYOND SEE PLAN SEE FOUNDATION 44 TO CORNER STUD00 Q INFO SIDE VIEW @ BASE OF POST F1 EXTERIOR SHEATHING SCHEDULE CDO CORNER COLUMN FRAMING 12" O.C. PACK w/ (4) 1 Od NAILS z SIMPSON H3 CLIP HWin SHEATHING PER PLAN 2 1/2" EDGE U z U a U) 0 ,,z— OUTSIDE (2) 2x4's 7 c c 0 U a EDGE DISTANCE PER VVIL 10d x 3" �II 00*0 0 10d x 3" COMMON OPD. SIDE DISTANCE PER Z BOTTOM SPLICE OVER TOP SPLICE DETAIL >[___ - ___-. TOP PLATE CORNER TRANSITION (2) 2x4's (2> 2x6's (2> 2xs's m W STUD INSIDE PLY NAILS NAILED AT 8 O/C DOUBLE 2x8 TOP TOP PLATE TRANSITION 2 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's PLATE ( ) FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN Ny LLI 0106, '� = W p BEYOND 72 INSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 ' T I-- �0 z v Z Z �_ z @ 3 O.C. ROOF SHEATHING, �,� �� 1�- ` C, U — — v _ 2O NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON A' =NAIL SPACING FASTEN PER PLAN ----- O oI O S O S ROOF SHEATHING, ®ii �•««•• ��'` Q k R ROOF SHEATHING, 2 e NAILS 3" O.C. VF cq V C w. II 6 I I II II II p ¢ _ @ ' <<c <.qA TO k� FR q T FASTEN PER PLAN �•}- /� !► ��`` Q II I I I I wd w ~O U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A NG y T FASTEN PER PLAN FNC '�T � � v2 r R� r R = r��"rr�t� o z = COMMON NAILS @ 3 O.C. OF SS h'O,c SS U- 7_ — ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — o — Oy Oyu .k III III I I I I I WALL SHEATHING O _ EDGES 6" O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III II II I DETAIL. MAX 1/$" O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. Q III OPENING III I I I I I I w w COMMON NAILS 3" O.C. O.C. MAX. PROVIDE 4 10d x 3" 2x4 #2 SYP CONT. w/ (2) _ 4 SPACE BETWEEN W @ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS O 16d COMMON NAILS �- I I I I I PANELS = � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS �'V O III 3 II I II II W HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. w III TYP. III II I( II p TOP &BOTTOM 2x SCAB w/ 1Od NAILS 24" O.C.). IF MASONRY, w � STUD PER PLAN 4 O.C. USE (2) 1/4 TAPCONS III OPENING III I I I I I I 2x STUDS BEYOND, 0 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, \ P PER -ENG TRUSSES \ N III III II II II SEE PLAN FOR MORE VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2 EMBED. @ O 3 0 INFO CD h O SHEATHING & PER PLAN 2x FASCIA 24" O.C. U Z 2x FASCIA PER PLAN III7 1— — —T1 — Z w= 0 O N II I II II II Z � O o II I II II II ❑_ J� U w w U) 1 Od x 3" OPP. SIDE � W 0 ----- --------- w 040 00*0 0 10d x 3" COMMON OPD. SIDE DISTANCE PER Z BOTTOM SPLICE OVER TOP SPLICE DETAIL >[___ - ___-. TOP PLATE CORNER TRANSITION (2) 2x4's (2> 2x6's (2> 2xs's m W STUD INSIDE PLY NAILS NAILED AT 8 O/C DOUBLE 2x8 TOP TOP PLATE TRANSITION 2 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's PLATE ( ) FO TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN 3/4"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN Ny LLI 0106, '� = W p BEYOND 72 INSTALLED VERTICALLY. 1D NAIL AT BASE USING (2) ROWS OF 8d COMMON NAILS 3/8 ' T I-- �0 z v Z Z �_ z @ 3 O.C. ROOF SHEATHING, �,� �� 1�- ` C, U — — v _ 2O NAIL AT TOP PLATE USING 2 ROWS OF 8d COMMON A' =NAIL SPACING FASTEN PER PLAN ----- O oI O S O S ROOF SHEATHING, ®ii �•««•• ��'` Q k R ROOF SHEATHING, 2 e NAILS 3" O.C. VF cq V C w. II 6 I I II II II p ¢ _ @ ' <<c <.qA TO k� FR q T FASTEN PER PLAN �•}- /� !► ��`` Q II I I I I wd w ~O U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2" A NG y T FASTEN PER PLAN FNC '�T � � v2 r R� r R = r��"rr�t� o z = COMMON NAILS @ 3 O.C. OF SS h'O,c SS U- 7_ — ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. &NAIL — o — Oy Oyu .k III III I I I I I WALL SHEATHING O _ EDGES 6" O.C. U.N.O. ON PLANS 2x4 FRAMING @ 24" SPLICE, SEE SPLICE III III II II I DETAIL. MAX 1/$" O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d A 1/2" 2x4 FRAMING @ 24" O.C. MAX. Q III OPENING III I I I I I I w w COMMON NAILS 3" O.C. O.C. MAX. PROVIDE 4 10d x 3" 2x4 #2 SYP CONT. w/ (2) _ 4 SPACE BETWEEN W @ DOUBLE NAIL EDGE SPACING 2x SCAB w/ 1 O NAILS O 16d COMMON NAILS �- I I I I I PANELS = � © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT EA. STUD OR TRUSS �'V O III 3 II I II II W HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ EXTERIOR SHEATHING PER -ENG TRUSSES NAILS AT JOINT MEMBER, TYP. (MAX. w III TYP. III II I( II p TOP &BOTTOM 2x SCAB w/ 1Od NAILS 24" O.C.). IF MASONRY, w � STUD PER PLAN 4 O.C. USE (2) 1/4 TAPCONS III OPENING III I I I I I I 2x STUDS BEYOND, 0 O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, \ P PER -ENG TRUSSES \ N III III II II II SEE PLAN FOR MORE VERTICAL MEMBER IF GABLE END BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2 EMBED. @ O 3 0 INFO CD h O SHEATHING & PER PLAN 2x FASCIA 24" O.C. U Z 2x FASCIA PER PLAN III7 1— — —T1 — III I I I I I w= U) m III I I I II I II I II II II = Q � O III I I I II I II I II II II ❑_ J� � p EXT. BEAM PER PLAN HTS20 CLIP FROM 16" O.C. MAX.; �m ----- --------- w 040 PT POST PER PLAN FLOOR SYSTEM (D ABU POST BASE PER `" U - CUT TO FIT 1 2x BOTTOM PLATE 5/8" THREADED ROD w/ ' 0'NUT 01 OPENING SIZE 01 BEYOND SEE PLAN SEE FOUNDATION 44 PLAN FOR ADDITIONAL SHEATHING DIAGRAM INFO SIDE VIEW @ BASE OF POST F1 EXTERIOR SHEATHING SCHEDULE CDO CORNER COLUMN FRAMING 12" O.C. 3/4"=1'-0" z SIMPSON H3 CLIP SEE I PLAN BLOCKING GYPSUM WALLBOARD a CMU WALL PER PLAN �.• ' (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS zQ i ' ❑ _ o JOINT, MAX. 1/8" GAP LEDGER TRUSS PER PLAN PER PLAN TO LEDGER m 2x4 PT LEDGER W/ 0� 1/4" x4" TAPCONS 12" 2x4 LEDGER W/ (2) 16d w NAILING PER @ C} SCHEDULE O.C. 2x FRAME WALL PER NAILS @ 16" O.C. a 0, PLAN SEE ELEV. FOR SEE ELEV. FOR _ 2x4 BLOCKING PLACED WOOD/MASONRY FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE w ♦ NAILS EACH END PLAN (TRUSS sHowN) SHEATHING SPLICE DETAIL CONDITION @CMU WALL CONDITION @FRAME WALL ZO ; o NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF W NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE fiF1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF p REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0""=1'-0" w CL OVERDRIVEN; CONTACT EOR FOR REVIEW OF EXTERIOR STUDS Lu ♦♦ ^^ ROOF SHEATHING, 2x4 #2 SPF? V) Z NAIL PER PLAN (2) 2x BUILT-UP COL. B OCK NG @ 24" O.C. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR U J 0 DOUBLE TOP PLATEMORE INFO & MORE INFO & w/ (2) 16d END NAILS W CONNECTION CONNECTION EACH END p @o� S ++ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE x x ❑ � EACH STUD 12d NAILS @ EACH END "x' in 2x12 BOX HDR w/ 2x$'s U) 06W U TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL Ow " " Z PRE-ENGINEERED \)� SIMPSON LSTA30 W/ 2x12 w/ 10d X 3NAILS @ 24O.C. w/ EXT. 2x4 #2 SPF Q ROOF TRUSS - SEE 7 (22) 10d NAILS (AILL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. Z FRAMING PLAN FOR CORNER CONDITIONS a WALL TO PRECAST I+ NAILING SCHEDULE & w/ (2) 16d END NAILS J .. SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF U U) a SEE PLAN FOR NAIL PER PLAN TALLER STUD) w @ ROOF SHEATHING O 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. +'; TRUSS MEMBER MORE INFO & + + U 16" O.C. MAX. TRUSS w/ 4 12d NAILS 2x8 w/ 2 10d NAILS x x CONNECTION CONNECTION O O @vi i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x x + + _ ' 1 , 2x BRG WALL, SEE TOENAILS INTO OTHER SEE WALL CLIP DETAIL a H W Li.l PLAN FOR STUD SIZE & TRANSOM BETWEEN TRANSOM BETWEEN = Z Z U TRUSS FOR MORE INFO � F— —� SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS LINTELS .'; I— 0 UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN w 2x$ #2 SPF VERTICAL 2x8 #2 SPF VERTICAL � W i U.N.O. @ 24 O.C. w/ EXT. @ 24 O.C. w/ EXT. Ui,._r n 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. z v SHEATHING PER SHEATHING PER 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" ;. `( W • TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. r, NAILING SCHEDULE & NAILING SCHEDULE & ❑� — (2) 2x TOP PLATE (4) 12d NAILS EACH (4) 12d NAILS EACH SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY (_ STUD ATTACH 2x TO VERTICALLY VERTICALLY TRUSS MEMBER TRUSS MEMBER U 2x BRG WALL, SEE — — PRE -ENG. ROOF BUILT-UP W/ (2) 2x6 Z PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 O NAILS 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 O NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od 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 ❑w UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY U) U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER CL 2 fivnSECTION @ DOUBLE BEARING ElFlSTEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM ( S02 HEADER @POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER z Q c 3/4"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN I STRAP IS NOT REQUIRED. 1/2"=1'-0" EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 1 O STUDS w/ (2) 1/4" X 4'/2' NAILS PER PLY O SIMPS. SDS SCREWS @ EXT. BEAM PER PLAN HTS20 CLIP FROM 16" O.C. MAX.; POST TO BEAM z PLAN VIEW @ TOP OF POST EXTERIOR WALL/TRUSS PT POST PER PLAN ABU POST BASE PER SCREWS @ 16" O.C. PLAN 5/8" THREADED ROD w/ ' 0'NUT SET IN ADHESIVE a I�. e a = d L— SEE FOUNDATION 44 PLAN FOR ADDITIONAL �1_u_.3 INFO SIDE VIEW @ BASE OF POST ❑ CDO CORNER COLUMN FRAMING 12" O.C. 1/2"=1'-0" 1/2"=1'-0" -1177 1/2"=1'-0" 1/2"=1'-0" Q Z 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/2' O SIMPS. SDS SCREWS @ 11 16" O.C. MAX.; z TO GABLE END STUDS vi EXTERIOR WALL/TRUSS (2) 1/4" X 3%" SIMPS. SDI SCREWS @ 16" O.C. — MAX.; Z J 0 TO MASONRY w/ 2x6 PT � SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" TAPCONS Al ❑ 12 12" O.C. SEE PLAN z SIMPSON H3 CLIP HWin SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ 0000 CONY. FRAMED (2) 1/4" X 4'/z" SIMPS.7 MEMBERS ONLY SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. 4'-0" MAX. I SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/' 2x4 PT o 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR Fn SHINGLE ONLY (SDO1 TYPICAL SHED ROOF DETAIL W 1/2"=1'-0" 1/2"=1'-0" -1177 1/2"=1'-0" 1/2"=1'-0" Q Z O 00 11 z 0 r w Z J 0 � ❑ `Q�J _ z w Y HWin 0 , 0000 O O J Z o U JQO r a0 Fn 0 W cn 0- w STRUCTURAL ENG: CFG / BAD U DRAFTING- -- H -STRUCT: AML QC CHECK CC v\LDINC Q Z JOB No. TM 2152025 ---- - _ —--- w SCALE: AS INDICATED S,�kNFORD 0 DATE: 04/11/2016 a� W z D4 w, � I w i� C LCA d 1' t' t f f th d t 'th t th d 'tt t f MONTH CONSULTING &DES GN 0 WMR &ASSOCIATES LLC ' t ' tl h'b't d COPYRIGHT MCD ZU14: The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSO IATES, L ny use, up Ica Ion, or rans er o ese ocumen s wl ou a expresse 'm en consen o i F I001 y pro I I e . 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 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 Q INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF H NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. a SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND + ' MASONRY WALL PER PLAN FIN. FLR. 0'-0" — 00 + �� GRADE NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING PRE-ENGINEERED OR SIM) IS PROVIDED STRUCTURAL COL PER ROOF TRUSSES AT 24" TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND O.C. FRAMING PLAN FOR PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS Z SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER CO FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d of SEE STANDARD 2-1/4" TITEN SCREWS ��< x1-1/2" 24" O.C. (USE x1-1/2" 24" O.C. USE ' ATTACHED PER ATTACHED PER < s @ ( sy @ ( Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 'SEPT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFr SP6 @ 2x6 STUDS & 0 USE SIMPSON STRAP (MAX 10 SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP" NAILS. BEND STRAP (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE D � BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. " U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN F- (� INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN " 3", THEN RUN DOWN 0 • HEADER -SEE 2ND w W 26" DEEP FACE OF JAMB STUDS/ S HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN7:PRE-ENG. FLOOR ` . IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER I— Q SYSTEM - IF NO FLOOR LINTEL COURSE OR \ HEADER SIZE & REQ'D HEADER SIZE & REQ'D LU SYSTEM INSTALL � EXTERIOR SHEATHING JAMB STUDS W SYSTEM IN &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 0 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TOEXTERIOR SHEATHING O SOLID BLOCKING " FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL 0 5��_ UNDER COLUMN U.N.O. " FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN 0 PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL Z ABOVE � PROVIDE SOLID � (2) CONNECTION INFO. 2x SILL AT WINDOW AND WINDOW IS PER PLAN p --- -- - — -=- -- --- -- BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL A HEADER IS UPSET MORE INFO FLOOR GIRDER OR AND WINDOW IS W OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d m W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q 0 NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. �1t lilt/,� NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso�TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/(2) 10d SILL PLATE w/(2) 10d HEADER OPENINGS ��,, SI ATE w/ 2 10d DBL. TOP PLATE O �4 ��► �� BARRIER FELT PAPER SS THAN 4FT: 1 2 � � ...... � psi � w (3/40.=11-0"TOE NAILS AT EA. END TOENAILS. OPENING . ,. •° ® ca HDR. PER PLAN OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT. (2) TOENA PENING •, p U. �' ��i,•`C- Nr WIDTH 4-0 ). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW �.,` ® ®Z �+' �F ,,� w 2x STUDS, SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THA T: (2 v a w -o y..� o w/ 2x CRIPPLE STUDS W =RAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A w e, . C QC;;C Q Z O @ AT EA. ENO NAILED TO '" V .' :. SPACING AND GRADE INFO. CLIPS EACH SIDE w/ 2x� STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d --� "` AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C. � 0 'k °• a A A NAILS @ 8 O.C. THEN • TO VERIFY SIZE I w/ (2) 10d TOENAILS '.® `L PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ D STUDS @ 16 O.C, ey % •* ..••°• �v `'� 0 NT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD ,/� ®� `a` Q iY SHEATHING REQ'D .w /' ®t®� J O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4 TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. TEND T&B) �'0/!I�!"" 1® ii 2x BOTTOM PLATE w/ PER BEARING WALL FLOOR TRUSSES ARE OF SILL MAX OPEN'G 3 " " USE UNDER WINDOW WIDTH 4(-0"). USE A35 J (2) 12d AT 12" O.C. SCHEDULE ,• ATTACH 2x STUDS W/ O 2x STUDS 20 - 26 DEEP, �� 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR J 3/4" FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q ATTACHED PER FLOOR w/ 14) 10d - SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS COL; SEE BRG WALL/ ( CALIFORNIA CORNER A A 1/4" TITENS INSTEAD. e THAN 6' UO NAILING SCHEDULE 2 -STORY WALL NAILS (2) SIMPSON LSTA18 (IF TITENS ARE NOT IN / \ FLOOR TRUSSES SEE I SECTION FOR MORE STRAPS CENTERED @ " (2) SIMPSON META16 LINTEL COURSE OR SIMPSON LSTA30 w/ PLAN FOR DEPTH AND INFO. _ FLOOR SR W/ (14) 10d \ R RIBBONS, DONT. (11) 10d TO STUDS N � FLOOR TRUSS TO INTO FILLED CELL USE d - DIRECTION REFER TO MASONRY WALL 1/4 X 1 3/4 TITENS) " ABOVE PLATE U.N.O. p, FOR FFOUNDG. PLAN (3) 2x STUD PACK EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF \ ` U t INFORMATION Z 0 z FLUSH W/ FACE OF SCHEDULE NO MOISTURE SEE FRAMING PLAN Q U C7` MASONRY ATTACHED BARRIER (FELT PAPER FOR FLOOR C � Y PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED M (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION w t� SCHEDULE; PROVIDE W C7 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOORCL ``�� STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON Q f� U SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE U,P PROVIDE BLOCKING FLOOR GRIDER OR 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP LL SIMPSON MSTC40 W/ MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS BEAM p 0 Q FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE Z PLAN STOPPING AT 1000 SQ SINKERS AND (14) Ya''X2 %4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO O 04 FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL fiFSO'�TYPICAL TWO STORY COL. @ GIRDER fis_6'�2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM BE 1/2 GYP BOARD OR 3/4"=1'-01, 3/4"=1'-0" 3/4"=1'-0"3/4"=1'-0" E 15/32" OR 7/16" OSB. ATTACH TO FLOOR w - " 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 I— Z BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN _ CD 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING W Q s FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, i� 2x4 #2 SYP BLOCKING FRAMING PLAN FOR " @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM 0 AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO U) Uj °9 TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. ❑ � TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN w0 Z p 2x4 #2 SYP ANGLE2x BLOCKING FOR BEARING WALL PER H 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ Z (2) 12d @ 12" AGAINST TRUSS O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PLAN O 2 VERTICAL @ 48" O.C. 41 ATTACHMENT w/ (2) 12d O 12d @ 12" O.C. W/ (3) 12d NAILS EACH J/FTOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM 0 CZ PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN PLATE Z ¢ a END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 2 H5 EA. FLOOR w 0 6 vi FRAME 2x4 KNEE 16d NAILS; BOTTOM O _ RIBBON TO BE PT IF TRUSS TO DOUBLE WALL STUDS @ 16" Q RIBBON TO BE PT IF I- SYS. 42 FLOOR O.C. W/ (2) 16d NAILS BRG DIRECTLY ON BOTTOM PLATE, SLIT = W `�� Z yy, @ BRG DIRECTLY ON J O CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU _ O SEE FOUNDATION CMU FLOOR DECKING TO I— MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT ACCOMMODATE � Q � PLAN FOR MORE INFO SCHEDULE FOR FOR HANGER STRAP U 1/2 GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE ..X„ WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALLSHEATHING TO EA. Q W IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 0 LU ', �• `. � 2x RIBBON OR MASONRY WALL PIER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER BLOCKING w/ (4) 16d O 'SHEATHING TO MASONRY OR MTS12 0 PLAN PLAN OR (3) 16d TOENAILS �'° BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR 0 SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU Z DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO OR FRAME 0 WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER co OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN O TYPICAL TWO STORY SECTION S1 TWO STORY PARALLELFLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiST*�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�\FLOOR TRUSS TO GIRDER CONNECTION z Q 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O Z 00 NOTE: ALL FLOOR Z 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. MOISTURE HANDRAIL BY OTHERS wNO Z J 0 IF SHEATHING IS NOT BARRIER (FELT PAPER 0 J CONTINUOUS TO OR SIM) IS PROVIDED 0 V) Q LLI BOTTOM OF FLOOR Z z F � ' TRUSS,CONTRACTOR TO INSTALL SIMPSON a I SEE ARCH DWGS FOR _ 0 O0 0 LSTA18 STRAPS FROM F_ LO EA. STUD TO TRUSS a TOPPING INFO t'V m 3/4" PLYWOOD FLOOR I— 0 W SLOPE DECKING ATTACHEDw (� J 2x12 #2 SYP CONT. PER NAILING z W O = SCHEDULE w (� LEDGER W/ (3) 1/4"x4-1/2 SDS 0 � ELOPED BALCONY SCREWS (EQUALLY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. LU @ 24 O.C. AND @ EA. NO a LOADING) W/ LUS26 OR STRUCTURAL ENG: CFG /BAD END VERTICAL (MIN. 2" LUS46 TO LEDGERFROM T&B) :1. 0 DRAFTING: CONTRACTOR TO A.�. SEE WS11/SD5 FOR ...'' ADEQUATE SIM. END CONDITION Of STRUCT: AML PROVIDE Q QC CHECK: CC WATERPROOFING. NO Q "�. CONCRTE SLAB LINTEL PER PLAN H JOB No. TM - 2152025 SEE WS10/SD5 FOR PERMITTED dVILD �N W _ IC ,: f•. c 0 SCALE: AS INDICATED DATE: 04/11 /2016 ADDITIONAL INFO SANFORt3 W -- FRAMING NOT USED F01 TYPICAL BALCONY 3/4"=1'-0" SD5 #1 6- 1 1 7 7` 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. LLJ h Q H CONNECTIONS Z SIMPSON MSTAM36 DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ p TYPICAL TRUSS TO STRAP W/ (10) 10d TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER CO FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 10d F SIMPSON SP4 w/ (6) 10d of SEE STANDARD 2-1/4" TITEN SCREWS ��< x1-1/2" 24" O.C. (USE x1-1/2" 24" O.C. USE ' ATTACHED PER ATTACHED PER < s @ ( sy @ ( Z CONNECTOR NOTES TO LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 'SEPT SP6 @ 2x6 STUDS & SIMPSON LSTA30 FFr SP6 @ 2x6 STUDS & 0 USE SIMPSON STRAP (MAX 10 SP8 @ 2x8 STUDS) STRAP (MAX 10° SP8 @ 2x8 STUDS) N MSTCM60 STRAP W/ ANGLE) W/ (22) 10d ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14 NAILS. BEND STRAP" NAILS. BEND STRAP (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE D � BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. " U.N.O. ON PLAN OVER TOP PLATE MIN. U.N.O. ON PLAN F- (� INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN " 3", THEN RUN DOWN 0 • HEADER -SEE 2ND w W 26" DEEP FACE OF JAMB STUDS/ S HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN7:PRE-ENG. FLOOR ` . IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER I— Q SYSTEM - IF NO FLOOR LINTEL COURSE OR \ HEADER SIZE & REQ'D HEADER SIZE & REQ'D LU SYSTEM INSTALL � EXTERIOR SHEATHING JAMB STUDS W SYSTEM IN &PROVIDE INTO FILLED CELL USE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS 0 1/4" X 1 3/4" TITENS) STRAP W/ (11) 10d TOEXTERIOR SHEATHING O SOLID BLOCKING " FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL 0 5��_ UNDER COLUMN U.N.O. " FLOOR TRUSS PER STUDS ABOVE PLATE FRAMING PLAN FOR PER PLAN 0 PLAN U.N.O. IF HEADER IS UPSET TO BOT. RIBBON, NAIL Z ABOVE � PROVIDE SOLID � (2) CONNECTION INFO. 2x SILL AT WINDOW AND WINDOW IS PER PLAN p --- -- - — -=- -- --- -- BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL A HEADER IS UPSET MORE INFO FLOOR GIRDER OR AND WINDOW IS W OR LVL GIRDER COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO PLATE w/ (2) 10d m W FLOOR TRUSS MASONRY WALL SEE STUD PACK w/ 10d TOENAILS. EXT. LOWER: (1) 2x SILL Q 0 NOTE: ALL FLOOR PLAN FOR MORE INFO NAILS @ 8" O.C. THEN HEADER OPENINGS PLATE w/ (2) 10d TRUSSES TO BE P.T. IF STUDS @ 16" O.C. LESS THAN 4FT:(1) 2x TOENAILS. EXT. �1t lilt/,� NO MOISTURE SO TYPICAL GIRDER COL. CONNECTION fiso�TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/(2) 10d SILL PLATE w/(2) 10d HEADER OPENINGS ��,, SI ATE w/ 2 10d DBL. TOP PLATE O �4 ��► �� BARRIER FELT PAPER SS THAN 4FT: 1 2 � � ...... � psi � w (3/40.=11-0"TOE NAILS AT EA. END TOENAILS. OPENING . ,. •° ® ca HDR. PER PLAN OR SIM) IS PROVIDED OF SILL (MAX OPEN'G LARGER THAN 4FT. (2) TOENA PENING •, p U. �' ��i,•`C- Nr WIDTH 4-0 ). USE A35 2x SILL PLATE w/ A35 (2) 2x SILL AT WINDOW �.,` ® ®Z �+' �F ,,� w 2x STUDS, SEE I REFER TO PLAN FOR 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x LARGER THA T: (2 v a w -o y..� o w/ 2x CRIPPLE STUDS W =RAMING PLAN FOR I BUILT-UP COLUMN SEE PLAN FOR MORE 2 SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/ A w e, . C QC;;C Q Z O @ AT EA. ENO NAILED TO '" V .' :. SPACING AND GRADE INFO. CLIPS EACH SIDE w/ 2x� STRAPS CENTERED @ THAN 4 BUT LESS w/ (2) 10d TOENAILS STUD PACK w/ 10d --� "` AND SEE ARCH PLAN BEARING WALL PER FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16" O.C. � 0 'k °• a A A NAILS @ 8 O.C. THEN • TO VERIFY SIZE I w/ (2) 10d TOENAILS '.® `L PLAN BEYOND SEE FLOOR FRAMING NAILS SIMPS. MSTAM36 w/ SHEATHING REQ D STUDS @ 16 O.C, ey % •* ..••°• �v `'� 0 NT. FINISH PER PLAN COLUMNS PLAN FOR FLOOR (7) 10d NAILS & (4) 1/4" T&B) ATTACH SILL w/ (2) 10d T&B (PLYWOOD ,/� ®� `a` Q iY SHEATHING REQ'D .w /' ®t®� J O MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4 TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. TEND T&B) �'0/!I�!"" 1® ii 2x BOTTOM PLATE w/ PER BEARING WALL FLOOR TRUSSES ARE OF SILL MAX OPEN'G 3 " " USE UNDER WINDOW WIDTH 4(-0"). USE A35 J (2) 12d AT 12" O.C. SCHEDULE ,• ATTACH 2x STUDS W/ O 2x STUDS 20 - 26 DEEP, �� 1/2" DIA. THREADED (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPS. MSTCM60 " CLIP AT EA. END FOR J 3/4" FLOOR SHEATHING I ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d OPENINGS GREATER Q ATTACHED PER FLOOR w/ 14) 10d - SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS COL; SEE BRG WALL/ ( CALIFORNIA CORNER A A 1/4" TITENS INSTEAD. e THAN 6' UO NAILING SCHEDULE 2 -STORY WALL NAILS (2) SIMPSON LSTA18 (IF TITENS ARE NOT IN / \ FLOOR TRUSSES SEE I SECTION FOR MORE STRAPS CENTERED @ " (2) SIMPSON META16 LINTEL COURSE OR SIMPSON LSTA30 w/ PLAN FOR DEPTH AND INFO. _ FLOOR SR W/ (14) 10d \ R RIBBONS, DONT. (11) 10d TO STUDS N � FLOOR TRUSS TO INTO FILLED CELL USE d - DIRECTION REFER TO MASONRY WALL 1/4 X 1 3/4 TITENS) " ABOVE PLATE U.N.O. p, FOR FFOUNDG. PLAN (3) 2x STUD PACK EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF \ ` U t INFORMATION Z 0 z FLUSH W/ FACE OF SCHEDULE NO MOISTURE SEE FRAMING PLAN Q U C7` MASONRY ATTACHED BARRIER (FELT PAPER FOR FLOOR C � Y PER NAILING ATTACH 2x STUDS W/ OR SIM) IS PROVIDED M (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN CONNECTION w t� SCHEDULE; PROVIDE W C7 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOORCL ``�� STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON Q f� U SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED CONNECTION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE U,P PROVIDE BLOCKING FLOOR GRIDER OR 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP LL SIMPSON MSTC40 W/ MASONRY WALL PER ( ) REQ'D ON EITHER SIDE OF WALL. IF WF02/ BELOW JAMBS BEAM p 0 Q FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE Z PLAN STOPPING AT 1000 SQ SINKERS AND (14) Ya''X2 %4" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO O 04 FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL fiFSO'�TYPICAL TWO STORY COL. @ GIRDER fis_6'�2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM BE 1/2 GYP BOARD OR 3/4"=1'-01, 3/4"=1'-0" 3/4"=1'-0"3/4"=1'-0" E 15/32" OR 7/16" OSB. ATTACH TO FLOOR w - " 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 I— Z BOTTOM CHORDS NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN _ CD 2x STUDS , SEE 2x STUDS , SEE UNDER WINDOWS AND ATTACH PER NAILING W Q s FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK 2x STUDS ,SEE SCHEDULE, i� 2x4 #2 SYP BLOCKING FRAMING PLAN FOR " @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM 0 AND SEE ARCH PLAN AND SEE ARCH PLAN RIBBONS w/ SIMPSON TOP OF TOP PLATE TO U) Uj °9 TOENAILS EACH END SYS. 42 FLOOR AND SEE ARCH PLAN GIRDER TRUSS PER BOTTOM PLATE. ❑ � TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN w0 Z p 2x4 #2 SYP ANGLE2x BLOCKING FOR BEARING WALL PER H 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ Z (2) 12d @ 12" AGAINST TRUSS O.C. (2) 12d @ 12" O.C. SHEATHING/ DRYWALL PLAN O 2 VERTICAL @ 48" O.C. 41 ATTACHMENT w/ (2) 12d O 12d @ 12" O.C. W/ (3) 12d NAILS EACH J/FTOENAILS EA. END 2x SYP #2 RIBBON (MIN DOUBLE BOTTOM 0 CZ PRE -ENG FLOOR 2x SYP #2 RIBBON (MIN PLATE Z ¢ a END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM 2 H5 EA. FLOOR w 0 6 vi FRAME 2x4 KNEE 16d NAILS; BOTTOM O _ RIBBON TO BE PT IF TRUSS TO DOUBLE WALL STUDS @ 16" Q RIBBON TO BE PT IF I- SYS. 42 FLOOR O.C. W/ (2) 16d NAILS BRG DIRECTLY ON BOTTOM PLATE, SLIT = W `�� Z yy, @ BRG DIRECTLY ON J O CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU _ O SEE FOUNDATION CMU FLOOR DECKING TO I— MAX) CONNECTOR (2) ROWS 8d NAILS @ SEE TRUSS LAYOUT ACCOMMODATE � Q � PLAN FOR MORE INFO SCHEDULE FOR FOR HANGER STRAP U 1/2 GYP. CLG BD OR 1/2" GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE ..X„ WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALLSHEATHING TO EA. Q W IN GARAGE (2) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON 0 LU ', �• `. � 2x RIBBON OR MASONRY WALL PIER 3" O.C. WALL MASONRY WALL PER BOTTOM RIBBON SIMPSON META16 AT CANTILEVER BLOCKING w/ (4) 16d O 'SHEATHING TO MASONRY OR MTS12 0 PLAN PLAN OR (3) 16d TOENAILS �'° BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD NOTE: ALL FLOOR 0 SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING &CMU Z DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE NO OR FRAME 0 WALL PER PLAN NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION BARRIER (FELT PAPER co OR SIM IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM) IS PROVIDED TRUSS PER PLAN O TYPICAL TWO STORY SECTION S1 TWO STORY PARALLELFLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiST*�CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�\FLOOR TRUSS TO GIRDER CONNECTION z Q 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" O Z 00 NOTE: ALL FLOOR Z 2nd FLOOR WALL; SEE TRUSSES TO BE P.T. IF PLAN FOR MORE INFO. MOISTURE HANDRAIL BY OTHERS wNO Z J 0 IF SHEATHING IS NOT BARRIER (FELT PAPER 0 J CONTINUOUS TO OR SIM) IS PROVIDED 0 V) Q LLI BOTTOM OF FLOOR Z z F � ' TRUSS,CONTRACTOR TO INSTALL SIMPSON a I SEE ARCH DWGS FOR _ 0 O0 0 LSTA18 STRAPS FROM F_ LO EA. STUD TO TRUSS a TOPPING INFO t'V m 3/4" PLYWOOD FLOOR I— 0 W SLOPE DECKING ATTACHEDw (� J 2x12 #2 SYP CONT. PER NAILING z W O = SCHEDULE w (� LEDGER W/ (3) 1/4"x4-1/2 SDS 0 � ELOPED BALCONY SCREWS (EQUALLY FLOOR TRUSS (12" SPACED VERTICALLY) SEE PLAN TALL) (60/15/5 MIN. LU @ 24 O.C. AND @ EA. NO a LOADING) W/ LUS26 OR STRUCTURAL ENG: CFG /BAD END VERTICAL (MIN. 2" LUS46 TO LEDGERFROM T&B) :1. 0 DRAFTING: CONTRACTOR TO A.�. SEE WS11/SD5 FOR ...'' ADEQUATE SIM. END CONDITION Of STRUCT: AML PROVIDE Q QC CHECK: CC WATERPROOFING. NO Q "�. CONCRTE SLAB LINTEL PER PLAN H JOB No. TM - 2152025 SEE WS10/SD5 FOR PERMITTED dVILD �N W _ IC ,: f•. c 0 SCALE: AS INDICATED DATE: 04/11 /2016 ADDITIONAL INFO SANFORt3 W -- FRAMING NOT USED F01 TYPICAL BALCONY 3/4"=1'-0" SD5 #1 6- 1 1 7 7` 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. (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=V-0" % 1/211=11-0" \ / OTHERS EXTERIOR SHEATHI FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER PLAN � � NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILIN RUSS SCHEDULE II PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" JL SDS WOOD SCREWS @ _ I 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U�c RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 2 PLAN IDRAWINGS- 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL 2x BRG WALL W/ 2x BRG WALL W/ _ PLATES U.N.O. EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO — 2x4 BLOCKS, (2) 16d W & CONNECTIONS I ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS FOR LOCATION SCHEDULE I I PRE-ENGINEERED O1/2" SIMPSON SP2 @TOP & SIMPSON SP2 @TOP & 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 10d NAILS @ 16" O.C. 2nd STORY WALL NAILS @ EACH END. Q LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE 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) SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @BASE. LSTA18 O.C. MAX (U.N.O.) ARCHS O.C. - SEE FRAMING SCHEDULE TRUSS DIRECTION BOTTOM PLATE BLOCK ADJACENT & MORE INFO FOR MORE INFO EA. TRUSS, 24" O.C. OPT TRUSS RECESS LEDGER MAX..TO16d NIS) PLAN FOR DIRECTION AND USE D04 LEDGER @ LOW ROOF @)0 OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE 3/4"=1'-0" ' PLAN FOR MORE INFO. 2x4 STUDS @ 16" O.C. ATTACH PER NAILING BAYS @EACH 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING 1 Z 1 1 USED @BASE O.C. USE SIMPSON USED @ BASE.(WHEN MSTAM24 EA. SIDE OF 1 2x4 BLOCKING SCHEDULE DIAGONAL AS SHOWN. EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL ? BETWEEN STUDS W/ 1/2" GYP. BOARD Q _ ; @) UNDER 2ND STORY COLUMNS, PROVIDE ATTACH PER NAILING 2x BLOCKING W/ (2) 12d BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d SHEATHING PER PLAN (2) 12d TOE NAILS SHEATHING TO F z 2 STORY INTERIOR BEARING WALL 1 1 z TO ALIGN W/ STUDS Q 1 o SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD 1S w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 ATTACH PER NAILING EACH END SIMPSON H10A @ BLOCKS W/ 8d NAILS @ LU BELOW 1 1 O O 1 1 CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4 TAPCONS PER SCHEDULE 6 O.C. 0 1 1 z 0e— 1 2x BASE PLATE W/ (2) OR LSTA18 3/4" FLOOR SHEATHING STRAP; CENTER r SEE LD02/SD4 FOR EACH DIAGONAL � 1 1 Z J O 1 1 12d NAILS @ 12" O.C. ATTACHED PER STRAP BETWEEN 2x8 #2 SYP P.T. SILL MORE INFO. BRACEUj 1 1 1 z 1 1 2x BLOCKING W/ (2) 12d NAILING SCHEDULE MASONRY WALL AND PLATE w/ 1/2" EPDXY 1 1 (5) 16d NAILS BRACE ' z 1 1 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ANCHOR BOLT OR TO BLOCKING It 0 1 04 1 1 PRE-ENGINEERED ATTACHED PER 2 2x4 #2 SYP PLAN O J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL ALL THREAD ROD N FLOOR SYSTEM 1 KNEEWALL OR BEAM NAILING SCHEDULE BLOCKING w/ SIMPSON EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY @ 48" O.C.' SEE PROVIDE 2x4 BRACE Z (2) 2x SPF TOP 0 1 (2) 2x4 #2 SYP HUC24-2 EACH END, 1 FROM EA.END ANCHOR BOLT OR FOUNDATION DETAILS TO EACH ADJACENT O � 1 1 1 1 1 (2) 2x HEADER 1 1 BLOCKING w/ SIMPSON USE (4) 10d & (2) 110d 1 SEE FLOOR PLAN J -BOLT W/ MIN. 7 �� FOR CONNECTION @ DIAGONAL, FASTEN �= U 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN I 1 HUC24-2 EACH END, NAILS. UNDER U) EMBEDMENT @ 32" BASE ❑ TO DIAGONAL W/ (2) w U) I 1 w 1 10e,1 1 USE (4) 10d & (2)10d NAILS. UNDER see PLAN WINDOW JAMBS ONLY1=1 1k 1 SEE PSNrM 1 SHEATHING TO O.C. & 3 FROM EACH 2x4 BOTTOM PLATE 16d NAILS WQ ' 2x P.T. BASE PLATE STRUCTURAL ENG: CFG / BAD WINDOW JAMBS USE ;; a OVERLAP BOTTOM PLATE 1 1/4 (MIN.) END e e IF SHEATHING IS NOT CONNECT TO DOUBLE TRUSSES PER PLAN w 1 1 1 1 1 1 A 1 N (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR FURRING AND 1x PT NAILER AS REQ'D CONTINUOUS TO BASE a TOP PLATE W/ 16d NAILS @ 6" O.C. 0 O QC LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR INTERIOR FINISH , PLATE, SP8 TOP AND O.S.B. TO OVERLAP U Z JOB TRUSS PLAN FOR PLAN CONNECTIONS (IF ° BOTTOM ARE REQ'D `' BOTTOM PLATE 1 1/4" WALL BRACING @ 48" O CONNECTIONS TRUSS IS CONT. BRG ' ° CONT. #5 IN TIE BEAM ' (MIN.) z O.C. MAX. 45° FROM p MASONRY (SHOWN) ON MASONRY USE MASONRY (SHOWN MASONRY WALL PER • ° C.M.U. WALL PER PLAN a.. (2) 2x4 TOP PLATE 2x LEDGER TO UPPER HORIZONTAL +/- 10° ( ) FLOOR WALL W/ OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER BRACE NOT REQUIRED 5 m W , PLAN ON WOOD USE HGA PLAN ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON 6' FROM EAVES. CLIPS @ 24" O.C.) WITH ROOF LOAD SDS SCREW @ 16" O.C. Q SECTION RAISED HEEL TRUSS @ fisi'kSECTION@ COMBO TRUSS FO WALL SPLICE DETAILS F1 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL ° %�`'j1ttttte�t�,A_S_T� , (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGE FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED 1/2"=V-0" % 1/211=11-0" \ / OTHERS EXTERIOR SHEATHI FROM TOP OF WALL TO BOTTOM OF SILI PLATE ATTACH PER PLAN � � NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILIN RUSS SCHEDULE II PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I LEDGER W/ (2) Y4"x3-1/2" JL SDS WOOD SCREWS @ _ I 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U�c RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS TRUSS SHOP 2 PLAN IDRAWINGS- 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 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 (2) 2x TOP PLATE PLATE ATTACH PER _ PLATES U.N.O. NAILING SCHEDULE MASONRY WALL PER PLAN FOR MORE INFO ROOF SHEATHING ------ _ & CONNECTIONS I ATTACH PER NAILING ISIMPSON H2.5 EA. TRUSS FOR LOCATION SCHEDULE I I PRE-ENGINEERED O1/2" I TRUSS PER PLAN I2x6 ROOF LINE SEE LD02/SD4 FOR #2 SYP CONT. MORE INFO IF I •° LEDGER W/ (2) Y4"x3-1/2" I SIMPSON LUS26. USE 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) MORE INFO MAX 5" FROM KING STUD I � SCREWS FOR 24" O.C.DRAWINGS 2x8 SYP #2 LEDGER W/ LU TRUSS DIRECTION MIN. (4) 16d NAILS TO & MORE INFO FOR MORE INFO EA. TRUSS, 24" O.C. OPT TRUSS RECESS LEDGER MAX..TO16d NIS) PLAN FOR DIRECTION AND USE D04 LEDGER @ LOW ROOF @)0 MASONRY WALL PER IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO 3/4"=1'-0" 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 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 O.H. PER ELEV. PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE a O.C. w/ EXT. SHEATHING PLATES U.N.O. (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS cr" '�t 7"1 WINDOW SEE PLAN Z FOR LOCATION 1b 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE O1/2" IF WALL SHEATHING IS STOPPED BELOW AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER GIRDER BELOW ROOF LINE SEE LD02/SD4 FOR 2x BASE PLATE W/ 12d MORE INFO IF @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING NAILING SCHEDULE PLAN FOR MORE INFO MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d SEE PLAN FOR LU TRUSS DIRECTION 1 & MORE INFO FOR MORE INFO •4 : FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL @)0 MASONRY WALL PER IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO PLAN O.H. PER ELEV. PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1 "=1'-0" 2x #2 SPF STUDS @ 16" a O.C. w/ EXT. SHEATHING PLATES U.N.O. FROM TOP OF WALL TO w BOTTOM OF TRUSS/ z GIRDER SEE PLAN FOR cr" '�t 7"1 WINDOW ATTACHMENT Z INFO. IF WALL 1b SHEATHING ISN'T CONT. LSTA18 STRAPS ARE O1/2" REQ'D FROM STUDS TO AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER GIRDER BELOW LU Z SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 1 MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 1 LU 1 FOR MORE INFO 1 1 W O _ 1 @)0 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 1 "=1'-0" �5, «««•««®...a 40 a I PLATES U.N.O. « U, O O « w o z _ cr" '�t 7"1 Z Z C 1b O (2) 2x SPF TOP O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER O fit ` iu Q W � iiAM&4+ QD Oj o U r` z Z Ce " t 0 9 U U LL O O' U)04 z O 0 W CL Li U) tY J z U)C) 9 06 LL z�: O — O J U) �. U za 0 0 ° �N w aC r 1 SEE FOUND, PLAN FOR FTG. REQ. mills I PLATES U.N.O. J z L O O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER (2) 2x HEADER LU Z H F— 1 SEE FLOOR PLAN 1 1 MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d 1 LU 1 FOR MORE INFO 1 1 W O _ 1 @)0 1 IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER 1 1 1 BETWEEN FLOORS REVIEW THREADED ROD SPACING 1 Z 1 1 1 D IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 O 2x STUDS SEE PLAN ; @) UNDER 2ND STORY COLUMNS, PROVIDE STUDS ABOVE ARE SOLID BLCOKING WITHIN FLOOR SYSTEM — 1 2 STORY INTERIOR BEARING WALL 1 1 z TO ALIGN W/ STUDS Q 1 o 1 1 1 BELOW 1 1 O O 1 1 1 1 1 1 z 0e— 1 1 B 1 1 1 1 Z J O 1 1 1 O 1 1 1 z 1 1 1 1 2x SPF BASE 1 1 PLATE O 1 04 1 1 PRE-ENGINEERED 1 E D I I FLOOR SYSTEM 1 KNEEWALL OR BEAM o W 0 (2) 2x SPF TOP 0 1 PLATES U.N.O. 1 1 z 1 1 0 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 I-- 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN I 1 STUDS ABOVE ARE TO U) B 1 ALIGN W/ STUDS BELOW I I 1 w 1 10e,1 1 1 1 W 1 ' 2x P.T. BASE PLATE STRUCTURAL ENG: CFG / BAD SEE BEARING SCHED. DRAFTING: 1 FOR A.B. INFO 1 1 1 1 1 1 A 1 O fit ` iu Q W � iiAM&4+ QD Oj o U r` z Z Ce " t 0 9 U U LL O O' U)04 z O 0 W CL Li U) tY J z U)C) 9 06 LL z�: O — O J U) �. U za 0 0 ° �N w aC r 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. 17_IAAG Uj SCALE: AS INDICATED W DATE: 04/11/2016 LU SANFOR'D W QFPA R T�I— OPW% r% AO% 1 SEE FOUND, PLAN FOR FTG. REQ. I I I s J z L O O1/2" THREADED ROD SEE BEARING SCHEDULE ON FLOOR PLANS FOR AT OPENING LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT OVER LU Z H F— MORE INFO MAX 5" FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d Q LU NAILS INTO HEADER IF PORTIONS OF THIS WALL W O _ @)0 SEE CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH IF 2ND FLOOR HEADER SITS OVER 1ST FLOOR HEADER CONTACT EOR TO ARE EXTERIOR, PROVIDE EXT. SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO Z BOTTOM OF FLOOR SYSTEM D IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY 0 O @) UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLCOKING WITHIN FLOOR SYSTEM — 2 STORY INTERIOR BEARING WALL UNDER 2ND SOTIRY COLUMN LOCATION. z Q o 1 11=1'-0" Z O O O 11 0 z 0e— LU Z J O O J z W 1 O 04 it Co o W 0 0 z W O 0 _ w FQ— I-- Q 0 0z U) 101- w W 0 STRUCTURAL ENG: CFG / BAD U DRAFTING: N -STRUCT: AML QC CHECK: CC Z JOB No. TM - 2152025 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. 17_IAAG Uj SCALE: AS INDICATED W DATE: 04/11/2016 LU SANFOR'D W QFPA R T�I— OPW% r% AO% STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM Q 16d NAILS FROM LEDGER TO STUD PACK J LINE UP 2xJOIST IN Z LINE WITH MIDDLE 0 STANDARD (3) 2X12 2x12 STRINGER TO BE W STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR 'Z SYSTEM & LANDING FRAMING 2xJOISTS @ LANDING 0@ 16"O.C. W/ SIMPSON N ~ Z �- z A35 OR LUS26 HANGER O_ �z ON EACH SIDE g ~ U op w X 6" MIN. U o W oo 11 O z (2) 2x BEAM PER 2xJOIST (P.T. IF J SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO m W END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. p TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z LL ,`X%1,11111111111 BUILT UP COLUMNS x 3 1/2" TITENS 16" �, i'/4 W o BELOW TOENAILS EACH END O.C. MAX. FOR @ m �.. _ ♦ ���•���'Y i��" N A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY co 10"MIN. '''a 00�s`.�' � W o 'ti •• y U. •i SEE SCHEDULE FOR MAX WIDTH OF LANDING I` . Z Z 4 we,oe 3® " - MIN. (3) 2x SYP #2 rE) �,, nA Q STUDS REQ'D @ END OF LANDING W/ MIN. (6) �" j .•�• •� 0 3/4" PLYWOOD OR OSB '••• �' ••' � '*�" `C � 16d NAILS FROM SEE LAN FOR LANDING PTH SHEATHING OVE�+ _ �I� �1VII`,♦�`�` J_ LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL '; I- 'S PACK PER GENERAL FLOOR p 1111 +,.11 CONSTRUCTION Q NOTES MID SPAN BLOCKINGUl TO MATCH JOIST PLYWOOD SHEATHING Oµ DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING W STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER a `` Y., 0/! � SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR N CONSTRUCTION O V c� SIMPSON A34 / A35 � 0 0 CLIP TO FLOOR 2 0 16" O.C.� NOTES o SYSTEM & LANDING � z MAX FRAMING U-5 BEAM @ END OF M o 0' � � LANDING PER co SCHEDULE LU o CL Uj _- SEE PLAN FOR 0 z MASONRY WALL OR O WOOD WALL O"" SIMPSON A35 Z B B CONNECTIONS MASONRY WALL OR O FRAME WALL BEYOND IL (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO W END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT p U STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/(3) 16dR y-uR CROSS SECTION OF BEAM TO LEDGER ♦^ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. V, W TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4 0 j 0 BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Q 06 z BELOW O.C. MAX. FOR ) O Q 0 MASONRY WALL STRINGERS TO BE � Z A -A PLAN VIEW a� 180 DEGREE TURN LANDING NOTCHED AT LANDING z 1-- SEE SCHEDULE FOR MAX WIDTH OF LANDING 0 Uj (3) 16d TOENAILS ST02 NOT USED o Z BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM A35 @ EA. STRINGER MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING TO LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'_0" SEE ARCHS. FOR MAX. (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 11'-0" RISE OF STEPS AND 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH 2x8 8'-0" 10'-0" (2) 2x12 2x6 @ 3" O.C. TOP AND (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 BOTTOM CHORD (2) 2x12 2x8 7'-0" 2x4 CONT. TOP PLATE -JOIST PER FRAMING 2x6 5'-0" (3) 2x12 PLAN W/ SQUASH 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 BLOCK OR 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 BEAM/FLOOR TRUSS 7'-0" 71-0" (1) 2x12 (1) 2x8 2x6 5'-0 " z (2) 2x12 PER PLAN 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" PENDING LANDING 2x4 #2 SPF STUDS \ X X NAILS HEIGHT AND PLAN OU _ LAYOUT. HEADER 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) WITHIN SUPPORT SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 0 WALL COULD BE O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. REQUIRED. SEE PLAN 24" O.C. W/ (2) 12d 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND (NOTCHED @ 2x6 TOENAILS BOTTOM HEADER AND Z ONE @ MID -SPAN /� A SUPPORT A NOTCH SILL PLATE VERTICAL LOCATIONS). 0 w KNEEWALL FOR VERTICAL INFORMATION. NOTCH SILL AND A34 @ EA. STRINGER p PLYWOOD FLOORING TO LANDING �- TO ALLOW VERTICAL 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER 2x6 VERTICAL AND I I I TO SLIDE DOWN TO 0 z ATTACHING TO Q I I I I MASONRY WALL) CONT L -BRACE @ 6'-0" O.C. & I I I ¢ LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND 2x4 CONT. TOP PLATE I I I I 0 O TO EACH STUD. ((2) 1/4" 11 ONE @ MID -SPAN I I I I X IIII x 3 1/2" TITENS @ 16" z I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z - LANDING FOR DOUBLE TRUSS PARALLEL TO FLOOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) Z CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO SECTION X -X TO BEAR DIRECTLY' ON MORE INFO SLAB USING MIN. (4)4" BUILT UP COLUMN 2x JOIST PER J 0 X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 EQUALLY DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'_0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 2x4 CONT. TOP PLATE (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 71-0" (1) 2x12 (1) 2x8 2x6 5'-0 " z (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY q,VILD�yG Uj SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _ _ . TRUSS TO OUTSIDE W DATE: 04/11/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS SANEORD � 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL �Fa ��' � rST01 GEN. STAIR AND LANDING FRAMING DETAILS rSTO3�HANDRAIL CONNECTION AT FLOOR TRUSSES qR1 X _ (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR q 7 7 I- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 1 6 UNDER BEAMS LESS THAN 2x12) 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. W � [- = LU 3y'l I 2x4 CONT. TOP PLATE jlk SEE ARCH PLAN V MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO z STUDS W/ (2) 16d TOE W W 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, OU _ 2x6 VERTICAL @ 6'-0" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 0 O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) Z HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). 0 w KNEEWALL FOR VERTICAL NOTCH SILL AND p PLYWOOD FLOORING �- TO ALLOW VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO 0 z Q NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS ¢ Z @ ANY OPENING 2x4 CONT. TOP PLATE p J 0 O 11 (ATTACH TOP PLATE z r` ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z � DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4' x 3" 3 1/2" TOE NAILS Z SECTION X -X N.T.S. SDS WOOD SCREWS W J 0 O EQUALLY M SPACED/CENTERED IN 2x4 #2 SPF STUDS @0 V) Q W 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER z w �e ATTACH TOP PLATE TO 3" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE LL) 0 1 STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" ATTACHED TO TRUSS _ 0 pp NAILS NAILS I BELOW (OTHERWISE F_ LO 1 2x4 #2 SPF STUDS @ SEE ARCH PLAN I ATTACH W/ (2) 12d N m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS @BOTTOM) p .J Z TOENAILS BOTTOM2x4 #2 SPF STUDS @ X X I LLIz V O W 0 LL SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) I W �. O 0 ..� FLOORING FOR STRAP TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. 2 -)a = I ACCOMMODATE 2x I CONT. BRACE & 10d 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO p 2x4 #2 SPF SILL PLATE NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING X U) 0_ W/ (2) 10d NAILS @ 4" PLYWOOD FLOORING (NOTCHED @ 2x6 °9p WW O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS I Z) STRUCTURAL ENG CFG / BAD TO SLIDE DOWN TO W! 2 Y4'x3" SDS I— .-..-..._... _ . ....... DRAFTING: ....._ _. ._. (2) SIMPSON LSTA24 FACE OF TRUSS(� SCREWS EQUALLY � STRAP (1 EA. SIDE OF SPACED & CENTERED -STRUCT: AML STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK: CC TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6 -0 O.C. & Q JOB No TM 2152025 FLOOR BEAM CONDITION SDS WOOD SCREWS @ ANY OPENING I- FLOOR BEAM SEE Z BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY q,VILD�yG Uj SCALE: AS INDICATED ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN _ _ . TRUSS TO OUTSIDE W DATE: 04/11/2016 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT FACE OF TRUSS SANEORD � 3.(l) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL �Fa ��' � rST01 GEN. STAIR AND LANDING FRAMING DETAILS rSTO3�HANDRAIL CONNECTION AT FLOOR TRUSSES qR1 X _ (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR q 7 7 I- 3/4"=1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. 1 6 UNDER BEAMS LESS THAN 2x12) 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 #16-.117.7