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497 Red Rose Ln 17-2364 (a)
LOT 306 - THORNBROOKE 40I s DARLINGTON - 2585 - ELEVATION "A" THORNBROOK 401s COMMUNITY SPECIFIC STANDARD 5PECIFICATIONS REDRAW NOTES DRAWING INDEX MONO FOOTING, ALUMINUM OVER 2x6 5U5 FA5CIA, 5HINGLE ROOF, ELECTRIC HEAT, 50 GAL. ELECTRIC W.H., 200 AMP SERVICE/PANEL BOX, PAVER DRIVE, PAVER LEAD WALK, PAVER ENTRY AND ACRYLIC AT LANAI. c.uv - vtivttQ6`%L ivu i t5, livutx; 5F'tl.11'll.H l lUIVS 1 -SLAB INTERFACE PLAN 2A1 -MAIN FLOOR PLAN NOTES 2A2 -MAIN FLOOR PLAN DIMENSIONS 2B1 -UPPER FLOOR PLAN NOTES 2B2 -UPPER FLOOR PLAN DIMENSIONS 2C -INTERIOR ELEVATIONS, STAIR SECTION, DETAILS 3A1 - FRONT ELEVATION 3A2 - ELEVATIONS ROOF PLAN BUILDING SECTION 3A3 - FLASHING DETAILS 3A4 - FLASHING DETAILS 4A MAIN FLOOR ELECTRIC A — L PLAN 4B UPPER FLOOR ELECTRICAL PLAN RECORD COPY REVIEWED FOR GODF COMPLIANCE PANS EXAMINER DATE SANFORD BUILDINQ DIVISION A PERMIT ISSUED 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 #7-2364 a PA GENERAL CONSTRUCTION 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 51ZE5 OR WALL THICKNESS ARE TO BE CONSIDERED "NOMINAL DIMENSIONS' OCCUPANCY AND CON5TRUCTION TYPE: THIS UNIT HAS AN R3 OCCUPANCY AND BUILDING TYPE V-B CLASSIFICATION. EXTERIOR WALL ENVELOPE: BUILDER 15 RESPONSIBLE FOR PROVIDING AND MEETING ALL REQUIREMENTS OF SECTION 1012.4 OF THE F.B.C: BUILDING BY PROVIDING ALL DETAILS LISTED UNDER THIS SECTION, INCLUDING BUT NOT LIMITED TO. THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ALL SUPPORTING DOCUMENTATION TO ENSURE THE WEATHER RE615TANCE OF THE EXTERIOR WALL ENVELOPE 15 MAINTAINED. CEILING CON5TRUCTION: 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 LESS THAN 5/8 INCH (153 mm) TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LE55 THAN 1/2 INCH (12.1 mm) GYPSUM BOARD OR EQUIVALENT IN ACCORDANCE WITH F.B.C.R, - 5TH EDITION (2014) R102.3.5. EXTERIOR FINI5HE5: INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH EDITION (2014) R103b.1 AND A5TM C 1063. ALL LATH AND LATH ATTACHMENTS SHALL BE CF CORR051ON-RE515TANT MATERIAL, EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED WITH 11/2 INCH 11 GAUGE NAILS HAVING A 1/16 INCH HEAD, OR 1/$ INCH LONG 16 GAUGE STABLES 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) R103.6.2 AND A5TM C 926. PER F.B.C;R. 5TH EDITION (2014) R103,61.1 WEEP 5CREED$ SHALL BE A MINIMUM NO, 26 GALVANIZED SHEET GAUGE CORRO5ION-RE516TANT WEEP 5CREED OR PLASTIC WEEP 5CREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926, THE WEEP 5CREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS. THE WEATHER RE615TANT BARRIER SHALL LAP THE ATTACHMENT FLANGE, THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP $CREED. PER FB.C.R. 5TH EDITION (2014) R103.63 WATER RE515TIVE BARRIERS INSTALLED OVER WOOD BASED SHEATHING SHALL K w 0 Uo�o 0 JMh ©�mM .� 06 , �.. >?JM 6 GaIL ° 0 0 ° 0,0N _,0 -J �. 0 E LL:.Y 4 Oi _641 L 0 y� 0 Z C455It • JOB NUMBER 27001.241 • CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED INCLUDE A WATER RE515TIYE VAPOR PERMEABLE BARRIER EQUIVALENT TO 2 LAYERS OF GRADE D PAPER. STUCCO APPLICATION AND CURING PER F.B.C.R. 5TH EDITION (2014) R103.6.5 OR IN ACCORDANCE WITH ASTM C 926. '��"'""•'�°°""'°°"""� 5TUCCO CONTROL JOINTS: STUCCO CONTROL JOINTS TO BE INSTALLED PER ASTM C 1063.06(1.11AI THRU 1.11.4) AT FRAMED WALLS TO DELINEATE AREAS NOT MORE THAN 144 5.F. AND DELINEATE AREAS NOT MORE THAT 100 5.F, FOR HORIZONTAL APPLICATIONS, D15TANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED I$ FT. IN EITHER DIRECTION OR A LENGTH -TO -WIDTH RATIO OF 21/2 TO 1. A CONTROL JOINT SHALL BE INSTALLED WHERE CEILING FRAMING OR FURRING CHANGE DIRECTION, AND WHERE EXPANSION JOINT OCCURS IN BASE EXTERIOR WALL. WALL OR PARTITION HEIGHT DOOR FRAMES SHALL BE CONSIDERED AS CONTROL JOINTS. EGRE55: I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM OPENING HEIGHT OF 44" ABOVE FIN15H FLOOR LINE OF THAT PARTICULAR ROOM, FLASHING; 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS, 2, APPROVED CORRO6ION-RE515TANT FLASHING SHALL BE APPLIED SHINGLE FASHION IN SUCH A MANNER AS TO PREVENTENTRYOF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORRO5ION-RE6I6TANT FLASHING SHALL BE INSTALLED AT ALL REQUIRED LOCATIONS PER R103.8, WINDOW ►N5TALLATION: DAVIS BEWS DESIGN GROVP j�6�ATE STPLM I EAST FWRIDA 34677 $ 63. 25 . 1300 "rEL 8 S.FAX VISBEWS.C,oM T A^;,• nENV8k E l.,1994 rr—s I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION IN5TRUCTION5 SHALL BE PROVIDED BY THE®®®®®wl MANUFACTURER FOR EACH WINDOW. �',, DWELLING / GARAGE OPENING5: .. ®'� `�®d®:2��®� THE OPENING BETWEEN THE GARAGE AND LIVING AREA SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 1 3/8" IN THICKNESS, 50LID CORE (5.G.) OR HONEYCOMB CORE STEEL DOORS d 0 NOT LESS THAN 13/8" THICK, OR 20 MINUTE FIRE RATED DOORS EQUIPPED WITH A 5ELF-CL05ING DEVICE, �. °k • �.u1tW CC 0:Z� FLOOD ZONE REQUIREMENT5: ® ®0 -. 2 °®5 z' 6- •• 1/ O `�.• r7 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, ®�'®®_f •°®° ® e A5PHALT 5HINGLE5 (IF APPLICABLE): W ► °1 I: WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R9052.6 AND R905.2.6.1, 2, ASPHALT SHINGLES SHALL ONLY BE USED ON ROOF $LOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS Uj HORIZONTAL (2:12) AND LE55 THAN FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), TWO LAYERS OF UNDERLAYMENT COMPLYING WITH ASTM D 226, TYPE I OR TYPE 11, A5TM D 4869, TYPE II OR TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1. FOR ROOF SLOPES FROM FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) AND GREATER, ONE LAYER OF cm UNDERLAYMENT COMPLYING WITH A5TM D 226, TYPE 11, A5TM D 4869, TYPE IV OR A5TM D 615115 REQUIRED IN ACCORDANCE WITH SECTION R905.2.1.0 a z CLAY AND CONCRETE PILE (IF APPLICABLE): __j W eg THE INSTALLATION OF CLAY AND CONCRETE TILE PER F.B.C.R. - 5TH EDITION (2014) R9053 SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR 0 RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL,FIFTH EDITION WHERE THE VAw 15 DETERMINED IN ACCORDANCE WITH SECTION R3013.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. REQUIRED UNDERLAYMENT PER F.B.C.R. - 5TH EDITION (2014) R905.3.3 SHALL CONFORM WITH A5TM D 226, TYPE 11; ASTM D 2626, TYPE 11; OR ASTM �- 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 VASp 15 DETERMINED IN ACCORDANCE WITH SECTION R301:2.13 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 0 CHIMNEY HEIGHT REQUIREMENT5 (IF APPLICABLE) 1, WHEN STANDARD OR OPTIONAL FIREPLACE 15 TO BE INSTALLED THE CHIMNEY MUST EXTEND 34" PAST THE HIGHER POINT WHERE IT EXTENDS THROUGH THE ROOF AND MUST BE 24" HIGHER THAN THE ROOF OR RIDGE THAT 15104" AWAY OR CLOSER. ~� TUB AND SHOWER AREAS: I. CEMENT, FIBER -CEMENT, OR GLA56 MAT GYPSUM BOARD (NO GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CI118 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER n RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL PANELS IN SHOWER AREAS. TERMITE PROTECTION: 40 Int I. PENETRATION. PROTECTIVE 5LEEVE6 AROUND PIPING PENETRATING CONCRETE SLAB -ON -GRADE FLOORS SHALL NOT BE OF CELLUL05E CONTAINING MATERIALS, IF SOIL 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 USING A NON -CORROSIVE CLAMPING DEVICE TO . ELIMINATE THE ANNULAR SPACE BETWEEN THE PIPE AND THE SLEEVE. NO TERMITICIDE5 SHALL BE APPLIED IN51DE THE SLEEVE, 0 2. PROTECTION AGAINST DECAY AND TERMITES. - CONDENSATE LINES, IRRIGATION / SPRINKLER SYSTEM RISERS FOR SPRAY HEADS, AND ROOF DOWNSPOUTS SHALL D15CHARGE AT LEAST I FOOT (305 mm) AWAY FROM THE STRUCTURE 51DEWALL, WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS, OR SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 mm) 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 TH15 PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. QD Del 2. MECHANICAL APPLIANCE$ SHALL BE ACCE561BLE 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 0 (162 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL 51DE TO SERVICE AN APPLIANCE, 3. DUCTS IN THE GARAGE AND DUCT$ PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. % GAUGE (0.46 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, 4. FOUNDATION5 AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RA15ED AT LEAST 3 INCHES (16 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS 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 FANS AND VENTING: ).OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE D15CHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. 2, EXHAUST AIR FROM BATH ROOMS AND TOILET ROOM$ SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE ° OUTDOORS, EXHAUST AIR FROM BATHROOM$ AND TOILET ROOMS SHALL NOT DISCHARGE 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 a.�rrro•irrrrrrrrrr • �� • 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 (1.6 RAP) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHE$ DRYER BOOSTER FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF 2585 THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'5 INSTALLATION INSTRUCTIONS. WHERE A.CLOTHES • DRYER 5005TER FAN 16 INSTALLED AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS THIS DRYER EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED 50051ER W. 4. PROVIDE LOUVER DEVICES AT INTAKE AND EXHAUST LOCATIONS IN ACCORDANCE WITH AMCA STANDARD 550 IN FBC, ATTENTION GENERAL CONTRACTOR / BUILDER: 155UANCE OF PLANS FROM THIS DRAFTER'5 OFFICE SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY D15CREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODE$ SHALL BE BROUGHT TO THE ATTENTION OF THE DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTW;:P PAQTY nTu;:Q TudN TLIP nRAt TPQ'S nKKlf K TUr. nRAPTrQ FuAI I W)T R�: Uri n 1PF4;PnN;,IR1 C ITV. 09-29-2016 ,a v Lu OL ELEVATION 4 PITCH r - - - 1 r - - `i 8" G.M.U. WALL ABV. co 8" G.M.U. WALL ABV. _- IAv 5'6° ,� o TT I I r--� _- PED. �WC.? III 4" P.V.C. '/2 -0� I LAv � �L- _ - 3/4" CONDENSATION DRAIN BY PLUMBER TILE SEA n, SHOWE I AIR HANDLER ICI l_ aJ U r 3 -8� 19'-0 '—' - LINES FROM I I 3'-6"x3-(o" A/C ABV, REC 55 6, UPPER FLOOR I I 5'-4" 13`-8" �, PAD (5EE MECH.�I M d, CONTRACTOR 20' 11" 2'-1" 1'-8" 3'-10" F FOR LOCI 1 11 10 -10 -I 1 1 11 , � 1� 8 -i 2 -8 2 -0 ' 28 9 II 4" P.V:G, II M U I I 3/4" RECESS FOR ENTRY DR. 3/4" CONDEN5ATION CO DRAIN BY PLUMBER I I AIR HANDLER LINE5 FROM I'-3" 2'-5" 18'-6" bit H UPPER FLOOR � ui NOTE: ALL 5LA5 ANGLES 2' ARE AT 45° (UN.O.) n 9-8 REFERENCE / 04 i E �< _ w 0'-0" \\\ > m w id. a PROVIDE WATER \\\\ PITCH PITCH "' ` LINE FOR ICE MAKER Jv C.J, TO DRAIN = - A I/8" / FT. � ' ---__-__ _______________ --- +- ----- ----_----------- 3-611 i ^AA - 76 5LA5 i 3A2 OF REF. I G.G. VERIFY ACRYLIC - 31'-10" - �� 9' I" 31-9" 20' 0" 8" ON LANAI �J 811 81 L� II 50 COAL. u, W.w. gall A TAYLOR MORR15ON U5E5 BORA-CARE TO TREAT THE INTERIOR FRAMED WALLS TO PREVENT SUBTERRANEAN TERMITES G.C. VERIFY THAT DECO DRAIN 15 IN5TALLED AT PLANTER5 BETWEEN WALKWAY AND GARAGE * * * * * * PAVER DRIVE / LEAD WALK SLAB INTERFACE PLAN GARAGE LEFT c K w U ro oN 0 JM�.W 0co Lo r N L• Q LL 00 -15.0 L. .; C o ��� iJ*f0 C h o Z N d • JOB NUMBER 27001.241 • CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED DAVIS BEWS DESIGN GROUP TATE ST PJM I EAST FLORIDA 34677 :mooTEZ. . r$oo FAX VISBEWS.COM P T A,• 1' 1 t J®®' I/® ��� .•• �`®• !lIJYYY NOW _ . $ W � ac; Q Z z v• - /61111 .� a. v c�v a- a to !1i LL z ca 0 Q ell • 2585 rTITLEAB INTERFACE PLAN • SHEET • DIRECT VENT DRYER AIR HANDLER THRU EXT. WALL T.O.M. LINES FROM FLAT HEADER T.OM. 9, 4„ TEMP. GL. ENCL. UPPER FLOOR 24 5H. 13 5H. 91 .411 N.B. ON 42 N. LOUD WALL ND. AT 8' 0" Hp, Al 8'-0° AT 8 m A.FF. A.F.F. 3 -6 x34h A/C 3 -6 x346 A/CFIEIPAD ISEE MEC�{. IPAp lSEE MECI�. 20" W. TILE0 r — _1 PEp. W.C. — ZT (CONTRACTOR ( IGONTRACTOR I 5 SN. �AV,5EAT2 26 SW.HD. AT 6-0° UTIL LAY IFOR LOC.) I IFOR LOG.) I � 0 51-41 L — — - I — — — 1-6x6-8 TILE TEMP, GL. ENCL. �— I—_ J BFD 24" GL 5HOWER ON 42" H. LOW WALL HANSEN I W- CLG. «� PWDR. G.C. VERIFY GLA55 f' I � - 9'-4" FLUSH FRAME I IN5ERT FOR FRONT BOX X TO FURRING 8x6.8 M. BATH DEN I to I 12. 1 � CLG, pooR CPT. TILE 9'-4" FLAT CLG. y 10'-4"x10'-6" ENTRY 9'-4" FLAT CLG. 9'-4" PLT. HT. T.o.M. 2-6x6.8 co ARCH FROM I �V> I 9.4 MASTER SUITE BFD M.G. I 2 4x6 $ BFD a0To8s / �; 16'-0"xl 4'-4" a I 9.4 / / `f AFF. 9'-4" FLAT CLG. 9'-4" I FLAT HDR. '/ FOYER 9.4 1 AT 4'-4" g'-4°� INSULATE CLG. I a SEE SECTION S 5H. FLAT CLG. WALL5 r — — — — — — — _ 4 AIR HANDLER GLG. I LINE OF SECOND 9 -4 SLOPING I 2 S OR 9 FLOOR ABV, CLG. CLG, I I YO JUME CLG. LINES FROM BARREL ARCH FLUSH FRAME 9 L_....... — UPPER FLOOR \ FROM 8'-0" �/ To FURRING I \ \ TO a, -all / / I PAVER DRIVE / LALK R/5 � � ISTRII �RSTAT \ \ \ I LINE OF SECOND I a OPENING IJ-- 2"W, 7.38" EACH ARCH FROM \ ��8+ FLOOR ABV. T.OM. TOUNDERNDER I I LOW WALL 10.00" TREADS CPT. TILE 8'-0" TO 8'-8 9' 4" I I (OPT. RAILING) \ fip IN5ULATE — \ ABOVE k /I 4I1 1I GARAGE 20 -o x2o -o„ 9'-4" PLT. HT. o I AA A I I I C;��I �/ II 3A2 1—T� 7r LANAI FAMILY ROOM ARCH FROM i i DINING I \ / KITCHEN 9 ' "'x14'-4' 19'-6"x14'-0" at -Oil TO 8'-8" I I 1 0'-6"xl 4'-0" I / 9'-4" FLAT CLG. Lu I INSULATE -8 9'-4" PLT. HT. 9'-4" FLAT CLG. ,� I C 9'-4 FLAT CLG. I I0.WALL5 G.C. VERIFY ACRYLIC ON LANAI O I I o I RANGE I 50 GAL. oc I W/ HOOD I W.N. L _...- — _.. — — — BOTT.OF LINTEL I I I — — — — — — — I 9T.04" AT 6-0" A.FF. T.O.M. O.W.G. 00 D.N.C. AFF. T.OM. Z , 2 - 26 5H. VENT WOOD AND T.oM. T.D,M: N.B. 9' 4 HD.AT 8'-0" MICRO TO EXTERIOR g .q 9'-4" AF.F, REFER TO SHEET 2A2 A.F.F. FOR MAIN FLOOR PLAN DIMENSIONS ALL EMERGENCY ESCAPE AND RESCUE OPENIING5 SHALL COMPLY WITH R310 PER F:B.C.R. - 5TH EDITION (2014). TYPICAL MASONRY WINDOW SCHEDULE WINDOW WIDTHS 20" 211I 31" 5311 WINDOW CALL -OUTS 2 0 26" 12 5H 1/2 32 5H 22 5H 32 5P _ 39" 13 5N 1/2 33 5N 23 5H 33 5H J p 51" 14 5H 1/2 34 5H 24 5H 34 5N Z 63" o 15 5H 1/2 35 5N 25 35 5H ~ Z 12" s 16 5N 1/2 36 5N 1 26 5H 36 5H G.C. VERIFY MA50NRY OPENING5 FOR ALL WINDOW6, Lu WINDOLU 51ZE5 AND IN5TALLATION MAY VARY PER MANUFACTURER AND 5PECIFICATION5. O z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- C5MT, OR FIXED GLA55- F.G.) HATCHING LEGEND IN5ULATE WALL MAIN FLOOR 1.4&15.P. UPPER FLOOR 1414 5.P. TOTAL LIVING 2&aI5.P. GARAGE 455 S.P. LANAI 13g S.P. ENTRY 11 S.P. MAIN FLOOR PLAN NOTES_ GARAGE LEFT K co r 0 JQ100 N o�,(�M L ; J cv ` ooLL. 00 liar, �- O -i C O _O LLY �fA .CJ;r�<0 00 h ZID J O • JOB NUMBER 27001.241 • CAD FILE NAME LOT 306 TB ISSUED 06--26-17 REVISED DAVIS BEWS DESIGN GROVP L50 STATE STREET EAST OLDSMA& "RMA 34677 813 251300 TEL . 813 . 1800 FAX VISBEWS CAM T A DENVER. 2585 • TI TLE • MAIN FLOOR PLAN NOTES • SHEET • Ell � C w- d 65'4' .4" REFER TO 6NEET 2AI FOR MAIN FLOOR PLAN NOTES MAIN FLOOR PLAN DIMENSIONS GARAGE LEFT x ro w U To a� O �Mh0 V/ c�Nti 1Mr E J M o 05o '0' 00 E i+ 0 J N `o0 �� Z� rrrwl.AAA JOB NUMBER 27001.241 CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST O ELORIDA 346T7 8 925 .'300 T EL 8 1800 FAX AVIS 3&&COM T • DErT%/M . 1994 a� ®® !®/ d 44, .• ® °®f'®V ®®'ems CX f u co � p d jU G z �; d® ®d0®®erer'att N a --� oo _j a LL z 0 ne 0 0 >= 0 <_ I Fmm� rArrrrlrr . • 258 5 I�r11IIlAAlIP1IMI11MMIA • TITLE • MAIN FLOOR PLAN DIMENSIONS • SHEET • 2A2. BEDROOM 2 13'-4"x12'-8" 9'-0" FLAT CLG. ci 6 Ox6-8 A= BFD F R/5 PROVIDE 2030 TEMP. 5H. PAN AND DRAIN 24" H. A/C HD. AT 1'-8" UNDER A.H.U. PLATFORM 244.6 BATH 2 CPT, TILE 9'-0" r CLG. L-z BATH 3 LAv. 9H W.c. CLG. vs a9'-011' `� CLG. 42"H. _ J LOW WALL (OPT. RAILING) CLG DO 3050 SH, Hp, AT T-8" * EGRE65 �Q �a I BEDROOM 4 13'-6"x11'-0" 9'-0" FLAT CLG. \ \ I \�.-._ PROVIDE .._ --- ----------------- PAN AND DRAIN 241 UNDER A.H.U. 71 5-Ox6-a BFp I .n I N0.2 I R/S L — — -� `-42" H, 24" H. A/C 1-b*' 9'-0" I �' PLATFORM a LOW WALL I CLG. I (OPT. RAILING) 9'"O a CHASE I (2)2-6x6.8 CLG. III 2-4x6-8 I 5Fp I ^AA BONUS ROOM LOFT BEDROOM 3 19'-1„ 11'-0"x14'-4" 12'-6"x11'-0" 9'-0 FLAT CLG. 9'-0" FLAT CLG. 9'-0" FLAT CLG. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH R310 PER F.B.C,R. - 5TH EDITION (2014). * * * * * * * TYPICAL WOOD FRAME WINDOW SCHEDULE WINDOW WIDTHS 2011 2411 3KJII 011 H WINDOW CALL -OUTS 2011 I818 F.G. 2016 F.G. 3018 F.G. 4018 RIG. W _ 24" 1820 F.G. 2020 F.G. 3020 F.G. 4020 F.G. J 0 3611 1830 5H 2O30 5H 3030 5H 4030 5H Z 48" 0 11540 5H 2O40 5H 3040 5H 4040 5H Z 6011 �s 11550 5H 2O50 5H 3050 5H 4050 5H :12]fl 1860 5H 2O60 5H 3060 5W 4060 5H 6.C. VERIFY ROUGH OPENING5`FOR ALL WINDOWS, ui WINDOW 51ZE5 AND IN5TALL.ATION MAY VARY PER 8 MANUFACTURER AND 5PECIFICATION5. z REFER TO FLOOR PLANS FOR 5TYLE OF WINDOW U5ED (51NGLE HUNG-5H, CA5EMENT- C5M1', OR FIXED GLA55- F.G.) REFER TO SHEET 252 FOR UPPER FLOOR PLAN DIMENSIONS CLEAR OPENING HEIGHT5 �c IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHE5 A50VE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW $HALL BE A MINIMUM OF 24 INCHES A50VE 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 FINISHED FLOOR PER RB.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F 2090 PER F.B.C.R - 5TH EDITION (2014) R3122 UPPER FLOOR PLAN NOTES GARAGE C: x CIS /rr r in Ua�0 0 J. o i a co N L V o 0 4, 0;coo �E �Y 0 IN �0 0o Cro ZNLd' • JOB NUMBER 27001.241 • CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED .61 DAVIS BEWS DESIGN GROUP W STATE STREET EAST FLORIDA 34677 81. .' 925 . 1300 TEL 8 . 1800 FAX AVISBEWS.COM T DENV'ER. ES� 1994 � Mo CD Lu 2L 'O CIO ° Z., • • Illy � C: k 94 94 0 z _9 Lu .V I (1) 0 Q0 c) 0 0 F� 0 2585 • TITLE • UPPER FLOOR PLAN NOTES • SHEET • 5d1.10 201'.R° UPPER FLOOR PLAN DIMENSIONS GARAGE LEFT k 100 UQ100 O.�a��W. m 0 ,h W�m am N d " N L L]oi.M L • 0 O v '' n 4000 0� �o E �'ro �� rn i J cq CD 0oro� ZNCV mod JOB NUMBER 27001.241 CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED DAVIS BEWS DESIGN GROUP 0 STATE STREET FAST AARIDA 34677 1300 813 . 1800 FAX AVISBEWS COM AMP ��DE1V�/ER 1994 • TITLE UPPER FLOOR PLAN DIMENSIONS • SHEET2B2 • 5TAIR NOTE5: A'A 16 13ALU5TER5 5HALL BE SPACED 50 THAT A 4" SPHERE CANNOT PA55 THROUGH. HANDRAIL5 HANDRAILS FOR 6TAIRWAY5 5HALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP R15ER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWE5T RISER. HANDRAIL END5 5HALL BE RETURNED OR 5HALL TERMINATE IN NEWEL PO5T5 OR 5AFETY TERMINALS. HANDRAIL5 ADJACENT TO A WALL $HALL HAVE A SPACE OF NOT LE55 THAN 1-1/2 INCH BETWEEN THE WALL AND HANDRAIL5: CONTINUOUS GRA5PA15LE HANDRAIL MU5T MEET TYPE ONE OR TYPE TWO CRITERIA UNDER -STAIR PROTECTION ENCL06ED ACCE561BLE 5PACE UNDER STAIRS 5HALL HAVE WALL5, UNDER-5TAIR 5URFACE AND ANY SOFFIT PROTECTED ON THE ENCL05ED 51DE W/ 1/2 INCH GYP5UM BOARD PER F.B.C.R - 5TH EDITION (2014) R302.1 ALL GUARDRAIL5 AND HANDRAIL5 TO COMPLY WITH FBC R301 AND TABLE R301.5 PER F.B.C.R: - 5TW EDITION (2014), * * * * * * 42" H. 36" H. CONTINUO1,15 LOW WALL GRASPABLE RAILING 3/4" PLYWD. OPT. 8" TRAY CLG. BEAM DECKING IN MASTER SUITE LINE OF 6'-8" MIN. FLOOR HEAD CLEARANCE BEAM FLOOR 5Y5TEM 5Y5TEM ,� r- / 42" W. 10.001, 2x STRINGERS LOW IUALL (� �I a --I I" N051NG u (TYP.) °' o STORAGE e X UNDER 2x TREAD5 AND STAIRS r Ix RISERS (TYP) STAID SECTION 5CALF: 1/4" : 1'-0" Q TYP. ARCHWAY • ` SCALE: I/4" : 1411 PLAN DETAILS 5CALF: 1/4" : 1'-0" GARAGE LEFT �y x ro w 0 Uo0a 0 .J in i 5 0 M ti �M /11/I/ tll .�- 6 6 � a�• O ZS.8'or O O J co N ro cm (� N n 0 0 ZN�o JOB NUMBER 27001.241 CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED • DAVIS BEWS DESIGN GROUP 150 STATE STRF-Er EAST OWWMk, FLORIDA M77 813.925.1300 TEL 813.925.1800 FAX W W W.DAVISBEWS.00M A • MWER. EST.1994 e Ld jw ®_ .5 e ®®d °®•°®rood®O �,°® /0 11111f f86 as m v 0 0 z uj .v C -J �a a'. U. cem Im 0 Q� I 0 ce ne 25851. • 77TLE • PLAN DETAILS SHEET L • 1112" THICK SAND FIN16H KEYSTONE (IF APPLICABLE) RA15ED SAND FIN15H TEXTURED BANDING NOTE: TH15 DETAIL 5HOW5 THE TYPICAL THICKNE55 OF ALL RA15ED TEXTURED FIN16H BANDING a AND SAND FINI5HED KEY5TONE5 (WHERE X > APPLICABLE) IF THICKNE6515 TO BE DIFFERENT IT WILL BE CALLED OUT AT 5PECIFIC KEYNOTE CALL -OUT IN5TALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R1031o.1 AND A6TM C 1063. THICK THICKNE55 OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.P, - 5TH EDITION (2014) R103b.2 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" : 1'-0" �< CLEAR OPENING HEIGHT5 IN DWELLING UNIT5, WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED MORE THAN 12 INCHE5 ABOVE THE FIN15HED GRADE OR 51,11;&CE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW 5HALL BE A MINIMUM OF 24 INCHE5 ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED. OPERABLE 5ECTION5 OF WINDOW5 SHALL NOT PERMIT OPENING5 THAT ALLOW PA5546E OF A 4 INCH DIAMETER 5PHERE WHERE 5UCH OPENING5 ARE LOCATED WITHIN 24 INCHE5 OF THE FINISHED FLOOR PER F.B.C.R. - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICE5 AND WINDOW GUARD5, WHERE PROVIDED, 5HALL COMPLY WITH THE REQUIREMENT5 OF A6TM F 2090 PER RIB-C.R. - 5TH EDITION (2014) R3122 6 12 LSHINGLE 2� ROOF? 12 G.C. VERIFY PLT. HT. LSHINGLE Q6 ALUMINUM OVER ROOF/ 2x6 5U5-FA5CIA PLT. HT, (TYPICAL) 4" BANDING 1'-4" W. x 5'-0" H. DECORATIVE 6TUCCO 5TUCCO FIXED 5HUTTER5 FIN15H FIN16H 1'-4" W. x F-0" H. 7 7 DECORATIVE FIXED 5HUTTER5 L*LLI N 4 BANDING 12 � 12 4 12 (TYR) 6SN � INGLE Q6 SNINGLE Q6 SECOND F.F. LINE ROOF ROOF 5ECOND F.F. LINE M .�. `A T.O.M. T.O.M. 8" BANDING 8" BANDING M co 6" BANDING.. - 4" BANDING TEXTURED ❑ a ❑ ❑ C� ❑ ❑ C� TEXTURED FIN16H o� FIN15H 7-1 a BANDING E:1 7-1 [71 El 7-1171171� BANDING MAIN F.F. LINE _ - - MAIN F.F. LINE k L JLJ 171 GRADE LINE 4" BANDING GRADE LINE (A55UMED) DOOR SURROUND (A55UMED) GC, VERIFY GLASS FRONT ELEVATION >ooRT FOR FRONT —-mom 5CALE: 1/4" - I'-0" x ro w r0 J 0 LO 0 aMh� M Y/ co L >zJM L L 6 LL 0 0 ° a'ti 0� Co �E �Yro04 04 00CC�ti ZcCmmGV JOB NUMBER 27001.241 CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED 4k DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST O F1.ORIDA 34G77 8 *5125.1300 TEL s 2s .1sao i✓Ax AV4SBEWS CAM T � DEIWER. Eq. 1994 • TI TLE • FRONT ELEVATION DETAILS ELEVATION "All — GARAGE LEFT V' LANAI ROOF I I VENT REQUIREMENTS I y I I VENTILATION CALCULATIONS ATTIC AREA =139 SQ. FT, 1300 = 0.46 SQ. FT, X 144 = 67 SQ. IN. HALF AT UPPER 2/3 ROOF VENTS = 33.36 SQ, IN. I 6:12 # UPPER 2/3 ROOF VENTS REQUIRED = I I — — — — — — — — — — — — — — — — '� I TOTAL SOFFIT VENTILATION NEEDED 7 SQ. FT. i L� Lu � 6:12 I I I I I � I I I I I �Q I I I I I I I I I I I I I I I I I � I 6:12 6:12 I � I I I I i I I I I l I I I I I I I w I UPPER ROOF VENT REQUIREMENTS VENTILATION CALCULATIONS ATTIC AREA = 1464 SQ. FT. / 300 = 4.88 SQ, FT, X 144 = 703 SQ, IN. HALF AT UPPER 2/3 ROOF VENTS = 351.36 SQ. IN, # UPPER 2/3 ROOF VENTS REQUIRED = 3 TOTAL SOFFIT VENTILATION NEEDED 68 SQ. FT. VENT CALCULATIONS BASED ON THE FOLLOWING * 144 SQ. IN. PER 4 FOOT OFF RIDGE VENT * 5.2 SQ. IN. PER SQUARE FOOT OF SOFFIT VENT G.C. VERIFY QUANTITY OF ROOF / SOFFIT VENTS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS OF NET FREE AREA PER VENT. I I - - - - - - - - - -r------ 6:12 I I LOWER ROOF. VENT REQUIREMENTS VENTILATION CALCULATIONS I I ATTIC AREA = 529 SQ. FT. 1300 =1.76 SQ, FT, j X 144 = 254 SQ. IN. I ------------------------ HALF AT UPPER 2/3 ROOF VENTS =126.96 SQ. IN. -0 # UPPER 2/3 ROOF VENTS REQUIRED =1 TYP. TOTAL SOFFIT VENTILATION NEEDED 25 SQ, FT. OVERHANG AT HIP AA (UND.) 3A3 ROOF PLAN SCALE: 1/6" - I'-0" 1112" THICK SAND FINI6H KEYSTONE (IF APPLICABLE) RAI5ED SAND FINISH TEXTURED BANDING z r� w � '5 INSTALLATION OF EXTERIOR LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER F.B.C.R. - 5TH 3/4" EDITION (2014) R103.6.1 AND A5TM C 1063. THICK THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION TO BE PER F.B.C.R 5TH EDITION (2014) R103.62 AND A5TM C 926. TYP. CROSS-SECTION OF RAISED TEXTURED FINISH BANDING AND / OR SAND FINISH KEYSTONE SCALE: 3" = 1'-0" CLEAR OPENING NEICHT6 IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED MORE THAN 12 INCHES ABOVE THE FIN16HED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FIN16HED FLOOR OF THE ROOM IN WHICH THE WINDOW 16 LOCATED, OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PA55AGE OF A 4 INCH DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FIN15HED FLOOR PER F.B.C.R - 5TH EDITION (2014) R3122 WINDOW FALL PREVENTION DEVICES AND WINDOW GUARDS, WHERE PROVIDED, SHALL COMPLY WITH THE REQUIREMENTS OF A5TM F 2090 PER F5.C.R - 5TH EDITION (2014) R3122 v 12 GIRDER GIRDER 6� Q6 TRU55 TRU55 ROOF TRUSSES 6� AT 24" O.G. 12 (TYPICAL) �6 o❑ ❑❑ BONUS � ❑❑ ❑❑ ❑❑ 12 IT BR.I a6 GIRDER ROOF TRU56 TRU65 4 1C�2 ❑❑ ❑❑ cO ❑❑ ❑❑ ❑❑ AT24"O.C. �- FLOOR SYSTEM -- (TYPICAL) �. BEAM CONC. LINTEL FAMILY ❑❑ ❑❑ ❑❑ LANAI a T. GARAGE ❑❑ SECTION AA. SCALE: 115" = 1411 12 6� Q6 ROOFSHING6� 12 /SHINGLE Q6 ROOF/ PLT. HT. PLT, HT. Z TUCCO /STUCCO zSTUCCo PINIS>� 4 2 SHINGLE FINISH 7 FINI51� 7 �6 �l �l _ SECOND FF. LINE all ROOF ROOF SECOND FF. LINE 8 ROOF — _SECOND F.F. LINE T,O.M. - - /7 T.O.M. b, TEXTURED ZTEXTURED /TEXTURED -TEXTURED a, FINISH FINISH v, FIN16W FINISH% 2 0 11 6' r _ MAIN PF, LINE _ _ _ _ _ - _ _ _ _ _ _ - _ MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) LEFT ELEVATION, SCALE: 116" = 1'4' 6� 12 �6 Q6 /SHINGLE SHINGLE ROOF PLT. WT, ROOF PLT. HT._ ITUCCO a, STUCCO FINISI�J r FINISH SECOND F.F. LINE_ gl "—SHINGLE a4 SECOND F.F. LINE M W.M. ROOF --- T.OM. �r TEXTURED FINISH * `A MAIN FF, LINE TEXTURED FIN16H MAIN F.F. LINE` GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) REAR ELEVATION. ILA SCALE: 1/8" . I'_0` 12 12 SHINGLE 6� /5HINGLE 12 ROOF RDOF� �6 PLT, HT. _ _ _ _ _ PLT. HT. - --STUCCO «� FINISH7 TEMP. /STUCCO 12 SHINGLE * % FIN15H 6� /SHINGLE ROOF <r SECOND FF, LINErcN ROOF 6� $ E D L E SECOND PF. LINE T.OM_- g /TEXTURED ZTEXTURED FIN15H - 9 FINIS» MAIN F.F. LINE _ _ _ _ _ - _ _ - _ MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT FI FVATTnN SCALE: I/V -- 1411 ELEVATION "A. GARAGE LEFT SCALE: 1/8" . I'_0` 12 12 SHINGLE 6� /5HINGLE 12 ROOF RDOF� �6 PLT, HT. _ _ _ _ _ PLT. HT. - --STUCCO «� FINISH7 TEMP. /STUCCO 12 SHINGLE * % FIN15H 6� /SHINGLE ROOF <r SECOND FF, LINErcN ROOF 6� $ E D L E SECOND PF. LINE T.OM_- g /TEXTURED ZTEXTURED FIN15H - 9 FINIS» MAIN F.F. LINE _ _ _ _ _ - _ _ - _ MAIN FF, LINE GRADE LINE GRADE LINE (ASSUMED) (ASSUMED) RIGHT FI FVATTnN SCALE: I/V -- 1411 ELEVATION "A. GARAGE LEFT MC K w r � OJr�il�p� 0 L. Qom 0 0 Gin ,0 O tL u 6 J m 00 Z N t V • JOB NUMBER 27001.241 • CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED I— alL f DAVIS BEWS DESIGN GROVP 150 STATE STREET EAST OUDSMAK RARTIDA 34677 13.925.1300 TTEL 925.1800 FAX .DAViSBEWS.C.AM 1. -1- A • DENVER 1994 • TITLE • SIDES AND REAR ELEVATIONS ROOF PLAN DETAILS II 3A2 II BUILDING WRAP TO GO OVER FLASHING FLASHING TO BE FLEXIBLE SELF ADHESIVE TYPE (MIN 6" WIDE) PRECAST LINTEL TYPICAL FLASHING AT PRECAST AND EXTERIOR SHEATHING NOTE: SEE STRUCTURAL SHEETS 15/32 O.S.B. SHEATHING FOR INFORMATION NOT SHOWN. BUILDING WRAP BEYOND PROVIDE SELF ADHERED Z RUBBER MEMBRANE BEYOND FLASHING UNDER S.G.D. AS 1 SHOWN, PROVIDE a" A" BEAD OF CONST. ADHESIVE TO BE APPLIED CAULK/SEALANT OR SOLDER UNDER THRESHOLD OF DOOR 1 BETWEEN PAN FLASHING AND RETURN UP JAMB 6". USE AND DECK FLASHING. LIQUID NAIL BRAND OR EQUAL 1 1 EXTERIOR FINISH WATER PROOF CAULKING W 1 PER BUILDER 1 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" n WATERPROOF MEMBRANE II 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 TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS �qTy FOLD UP WEATHER ROOF MATERIAL PER 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE HEADER TO FR RESISTIVE BARRIER & TEMPORARILY SECURE ELEVATIONS WITH APPROVED TO4. ALLOW FOR FLASHING INSTALLATION CNDERLAYMENT(REFER OVVER SHEET) INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING RESISTIVE BARRIER TAPE e'�R 12 AND SEAL WITH WEATHER PITCH AS HURRICANE STRAP PER ROOF FRAMING PLAN WEATHER RESISTIVE PER BARRIER ELEV. �P SILL PLATE (SEE DETAIL B�� R PTI N O FOR O 0 S) BRG. HGT. ... :.:.:..:.. _ � ALUM. DRIP EDGE , : CORNER PATCH -24. FASCIA VENTED ALUM. SOFFIT FLASHING o SHEATH & EXT. FINISH FLASHING WINDOW FLASHING AS REQ'D 1x4 WINDOW TRIM NOTES: DBL. HEADER 1. FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS 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 WEATHER RESISTIVE -' / EXTERIOR SHEATHING BARRIER / TAPE SILL PLATE (ASSEMBLED WINDOW) FLASHING 2 FLASHING 1 � 2 FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE WALL SHEATHING 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 PROVIDE SELF ADHERED FLASHING LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6" 2X EXT WALL FLASHING TO EXTEND 36" SHEATHING W/ BUILDING WRAP BEYOND FLASHING. STUCCO STOP WATERPROOF MEMBRANE EXTERIOR FINISH PER BUILDER PROVIDE FLASHING BOOT AT POSTS WATERPROOF MEMBRANE FLOOR SHEATHING Zr FLASHING. FLOOR TRUSS 2X8 TRIM BOARD STUCCO "J" MOLD SHEATHING SEE STRUCTURAL FOR CONNECTORS FLOOR TRUSS :' TEXTURED CEMENT SEE STRUCTURAL «;£s PLASTER FINISH 8' CMU BLOCK .ut fl' SEE STRUCTURAL r` TYPICAL FLASHING AT BALCONY WALL COVERING 2014 FBRC SECTION R703 EXTERIOR COVERING EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.8. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO THE EXTERIOR WALL THAT ENTERS THE ASSEMBLY. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R702.7 OF THE CODE. �\ R703.2 WATER -RESISTIVE BARRIER®®®®�111111/1 ®® ONE LAYER OF APPROVED WEATHER -RESISTANT MATERIAL, FREE FROM HOLES AND BREAKS, COMPLYING WITH® ®®®®, � ®goo®0000 J% 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 q�:cp 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 1N SECTION R703.1. �i� ®llllllll R703.8 FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT cNi® � co ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING 00 c 0 COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT r COMPLYING WITH AAMA 800 OR ASTM C 920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND U- CONTRACTION, ASTM C 1281, AAMA $12, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF co SEALANT. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 0 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND V) TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT pwwq DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING OR OTHER APPROVED METHOD: 1.1 THE FENESTRATION MANUFACTURERS INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWS AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A 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. `n" Q01.3 IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250„ OR FMA/AAMA/WDMA 300. 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS WITH >= M , PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 0 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ou 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 2585 A AT VVAI I ANI-') Rr)01= INTER.qFhTInN.q � C x m J0O c � co I c=N� 2 o) cJN L 00 G�h ma :� G 0 u. � E 9 Z J m ro� y� po Z N d • JOB NUMBER 27001.241 CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REWSEDol FLASHING DETAILS DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLD&MAR, FLORMA 34677 813.925.1300 TEL 813.925.1800 FAX W W W DAVISBEWS COM TAMI'A • DENVER - -EST. 1994 SHEATHING TEXTURE FINISH COAT BROWN COAT SCRATCH COAT SELF -FURRING LATH TWO LAYERS WRB WEEP 5CREED TERMINATE SELF ADHESIVE FLASHING AT LOUDER N05E OF M.W 1,5. SELF ADHESIVE FLASHING MA50NRY BLOCK WALL WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN —� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) WINDOW UNIT SLOPE 0.3 in :12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING I{r- I V_-_-r t 1 / 1 II'll 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 EXTERIOR SHEATHING - REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY Am WCOCm CI AL SELF DO NO'+ n.mQn vvcn BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT 3/4"-l" BEAD OF CONSTR. SHEATHING INSTALL SELF -ADHERED NEEDED IN CORNERS ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED ASPHALT ADHESIVE THRESHOLD OF DOOR AND RETURN FLASHING SEE FLASHING SELF -ADHERED FLASHING UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) ...:::....... :... SCORED :::;,•. + . ':•:i;°;•.. RELEASE PAPER SELF -ADHERED FLASHING, (BEFORE FOLDING, SCORE EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE VERTICALLY FROM ADHESIVE AS SHOWN) BOTTOM OF / THRESHOLD SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING O NAILING FLANGE SELF -ADHERED FLASHING _ O SEAL TOPS OF JOISTS *INSTALL SELF -ADHERED FLASHING IN ORDER AS SHOWN BY NUMBERS UNDER DECKING ** INSTALL FLASHING AND WEATHER RESISTIVE BARRIER TO FORM WATER (SEE DETAIL TAILWP07) SHEDDING LAPS <> SELF -ADHERED FLASHING SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK INSIDE CORNER ASPHALTWALL SHEATHING j� SEALANT: CONT. GALV. "L" EXTEND MIN. OF 6" FLASHING PER TEXTURED, PAINTED OUTSIDE OF FLASHING MANUFACTURES EXTER. WALL FINISH ASPHALT BASED j SPECIFICATIONSCRICKET: //ROOF SEALANT APPLIED / �� MIN: 3:12 SLOPE CRICKET AS (REQUIRED AT PLASTER STOP BEHIND FLASHING SPECIFIED ALL LEVEL VALLEY VERTICAL WALL BEAUTY STRIP ROOF AND EXTENDING A 6„ BY PLAN LOCATIONS) AT ENTRY SHINGLE OVER MINIMUM OF 6" ABOVE .,y. ' ''`: FLASHING W/ TAR VERTICAL RISE OF >uii+ ?•;::<•' f ' :•. FLASHING AT KNEEWALL >;'.;;;.'''•';:• CONT. GALV. "L" ? FLASHING PER DIVERTER '• MANUFACTURES FLASHING :1 M/ ;••,,, ;;.r;`+:;i;, ::4 SPECIFICATIONS SEALANT ,:"f . ✓ � OVER ROOF ROOF MATERIAL PER '- SHINGLES W/ TAR DRIP EDGE ' ELEVATIONS WITH APPROVED NOTE: THIS DETAIL IS REQUIRED FLASHING DETAILS UNDERLAYMENT (REFER TO AT ALL VERTICAL WALL INTERSECTIONS FASCIA COVER SHEET) WITH ROOF VALLEYS & ROOF CRICKETS. PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. BEAUTY STRIP ROOF SHINGLE OVER FLASHING w/TAR FLASHING INSTALLATION FIGURE 1: FLASHING INSTALLATION CONT. GALV. "L WHERE ROOF MEETS VERTICAL WALL FLASHING PER TEXTURED, PAINTED MANUFACTURES EXTERIOR WALL FINISH <•` SPECIFICATIONS OVER ROOF SHINGLES W/ TAR "ss` �'\` �� �� r;�; s� \ �3.-� :, o •. r`, o: HOLD EXTERIOR FINISH 2" ABOVE ;tr ROOF SHINGLE PER \pGE ��rt�. a �, 'Al .' CONTRACT R F,' < < n A :� : FLASHING t:... ' pOF p METAL DRIP EDGE TO ,rye q s BE UNDER Ty�Fq yVyC UNDERLAYMENT AT CAULKING i>:;:' ..✓:...✓a a, �Fq 4 <<cs ROOF EAVES .•.,,,. f .:..,;:-' ROO�'9�q��Q�'A 2 S\D�� O TYPICAL ROOF TO 5'\N�k5� WALL FLASHING DETAIL T 00 uR 0\) S pTN GO 3FtD G GOV� � `�gE O �5 G i RAKE METAL DRIP EDGE sl 9 -' 6" HIGH DIVERTER FLASHING 2 TO BE OVER 5 EAVES �.� LINE VALLEY BY CENTERING 36" WIDE UNDERLAYMENT AT 14" 2 FIGURE 2: WALL FINISH CERTAINTEEDWINTERGUARD GABLE ENDS FIRST STARTER SHINGLE WATERPROOFING SHINGLE 7 UNDERLAYMENT OR EQUIVALENT EXTEND THE SHINGLES OVER DIRECTLY TO DECK. THE RAKE AND EAVES ABOUT SAVE 7" PIECES 1/2" IF DRIP EDGE IS USED, OR ASPHALT SEALANT: TO USE IN 5TH ABOUT 3/4" IF NO DRIP EDGE IS EXTEND MIN. 6" ABOVE � COURSE USED. FLASHING DO NOT NAIL WITHIN 6" OF--__ EMBED EACH SHINGLE. IN A 2" 6 TO 12" VALLEY CENTERLINE WIDE STRIP OF ASPHALT PER PLAN RAGING CEMENT. SPECS. 6°Owl CUT 2" DIAGONALLY OFF GALV.'L' FLASHING UPPER CORNER OF TYPICAL. TRIMMED SHINGLE ROOFING FELT CUT SHINGLES 2" BACK FROM DRIP EDGE VALLEY CENTERLINE REMOVE FASCIA FIGURE 3: CORNER DETAIL FIGURE 4: VALLEY DETAIL 7/2" PChACAIT DI ACT= CEMENT PLASTER IN — ACCORDANCE WITH ASTMC926 OVER WOOD 2ND FLOOR 7/8" CEMENT PLASTER IN ACCORDANCE WITH ASTMC926 APPROVED WEATHER -RESISTANT MATERIAL W/ METAL LATH IN ACCORDANCE WITH ASTMC1063 BUILDING PAPER 7/16" O.S.B. SHEATHING KEEP TOP EDGE OF WEEP SCREED 2" BELOW TOP OF BLOCK VULCUM CAULK BOTTOM JOINT ONLY METAL FLASHING 3-1/2" UNPERFORATED FLANGE 7/8" WEEP SCREED 1/2" CEMENTITIOUS DECORATIVE FINISH ALL INSIDE AND OUTSIDE CORNER WILL NEED TO BE MITER CUT AND CAULKED ALL BUTT JOINTS NEED TO BE EMBEDDED IN SEALANT USING VULCUM CAULK FOR ALL — 1/2" CEMENT PLASTER FINISH 2 1/2" PERFORATED FLANGE 1/2" WEEP SCREED K W moo U. o 0 ..I M t o d y�M >;�� L1o� • d�E 0J C0"` wC4iJ;M''�4. 0oZ N 0 JOB NUMBER 27001.241 CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED DAVIS BEWS DESIGN GROUP 150 STATE STREET EAST OLDSMAR° FLORIDA 34677 813. 925.1300 TEL 13.925.1800 FAX NWJJAVISBEWS.COM TA '{PA • DENVER. 1994 ®®®®g6ldddld� INSTALL BOTTOM EDGE OF WEEP SCREED 1" BELOW ® co �! FINISH FLOOR • — J `2:' 0 NOTE: OPTIONAL DETAIL THE BUILDING PAPER AND _ a' METAL LATH MUST BE WEEP SCREED DETAIL � INSTALLED OVER THE TOP , SCALE: NOT TO SCALE OF THE WEEP SCREED. LL SELF-ADHEKED FLASHING SELF -ADHERED FLASHING DECK JOIST OUTSIDE CORNER Lu 10 (1) SELF -ADHERED FLASHING PATCH )HERED FLASHING 0 C 00) 2 oc THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND FLASHING DETAILS WATERPROOFING METHODS TO BE USED. N.T.S. • TI TLE • FLASHING DETAILS (2) A/C DISCONN. DIRECT IZL C T � l /s; L < MAKE-UP H� EXT.ALLMAKE-UP F-9 FTLIGHT LIGHT DUPLEX CONVENIENCE OUTLET /� � � DUPLEX OUTLET ABOVE COUNTER W.P. '22 V. —t WEATHERPROOF DUPLEX OUTLET I I I 1 r% I GROUND FAULT INTERRUPTER DUPLEX OUTLET L _ _. — J L _._.. — — — J I GF.I. SECURITY I c.F.i. L �► OFa. CAMERA � HALF -SWITCHED DUPLEX OUTLET _ PRE -WIRE I [-Q SPECIAL PURPOSE OUTLET DEN I I PW 0 1,10 W . I .- DUPLEX OUTLET IN FLOOR `' I \ GF'R' MASTER SUITE M. BATH ROUGH -IN L I_ 220 VOLE' OUTLET -- FOR OPT. ENTRY i I FIORIz G FANLIGHT I \ WALL SWITCH 13 THREE-WAY SWITCH LIGHT -UP � :Q' / // W.P. I 14 FOUR-WAY SWITCH ROUGH -IN I I 1 I / // /D DIMMER SWITCH FOR OPT. COACH CO. CEILING MOUNTED INCANDESCENT LIGHT FIXTURE \ I I - GF.I. FANLIGHT I I PENDANT ( AT 48" LIGHT - WALL MOUNTED INCANDESCENT LIGHT FIXTURE \ . (VERIFY ----- I— LOCATION) I — —` — — — — — — ;Q RECESSED INGANpESCENt LIGHT FIXTURE sD I I ) I c. LIGHT FIXTURE WITH PULL CHAIN + 60° .. i — I — — —1 i � � cM FOYER � / �GP �T�RFOR I � TRACK LIGHT5D CH \ I \ FLUORESCENT LIGHT FIXTURE O \ / / I 4 EXHAUST PAN EXHAUST FANLIGHT COMBINATION W.P. I \ + 60 x I , D ELECTRIC DOOR OPERATOR (OPTIONAL) I GF1. M I I � \ G.C. VERIFY I I _ ® CHIMES (OPTIONAL) SECURITY ;O, INTERCONNECT IN WALL OsEol FUBHBUTTON SWITCH (OPTIONAL) TIONAL) WIRE SE TUBE C PRE -WIRE ® ARBON MONOXIDE DETECTOR 61 RuI t I I I sSMOKE / CARBON MONO. COMBO DETECTORITCHN I I�TELEPHONE (OPTIONAL) GAMERA SMOKE DETECTORLANAI <\ /> ROUGH -IN DINING I L_ v -i FOR OFT. I II 11Q; II I OTELEVISION (OPTIONAL) JFAN/LIGHT 'O'I QTHERMOSTAT ENDANT AT45GARAGE FAMILY ROOM (VERIFY ELECTRIC METER I I ,� LOCATION) - I ( ELECTRIC PANEL DISCONNECT SWITCH \ ,-✓ -, �- of WINDOWS � I � ,i �(' � ', � I ® SPEAKER (OPTIONAL) rl L — _.._ — — — - — — - �j`,�� ROUGH -IN FOR OPT. CEILING FAN — ELEC. GF.I. 11 '> _ _ _ _ _ — _ _ � PANEL 200 AMP IRRAT G � CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ — COACH GJ ROUGH -IN FOR OPT, CEILING FAN MICROWAVE LIGHT NOTES - OUTLET +14° VENT HOOD AND MICRO TO EXTERIOR WP. G.F.I. FOR I . PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GRI.) A$ INDICATED TUG, SERVICE ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. G.C. VERIFY 2. UNLES5 OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE OVERHEAD GARAGE DOOR FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: CONTACT W1 OPENER SWITCHES.... 42" OUTLETS ..... 14" TELEPHONE ... 14" (UNLESS APV COUNTERTOP) TELEVISION ... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER 4/0 ALu. CABLE SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE MAIN DISCONNECT A/C AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS, METER COMBO - SQUARE D 'DISC, 4. ALL 151A AND 20A RECEPTACLES IN SLEEPNG ROOMS, FAMILY ROOMS, DINING TYP. M4 AND'12 COPPER TO ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, REFER TO FLOOR CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE APL.I. PLAN FOR NOTED MAIN DISC. INSIDE LIGHTS AND OUTLETS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.G. 2011406.12 AND 406.13 AMPS. REQUIRED Pam- '10 COPPER TO WATER HEATER 5. ALL 15A AND 20A 120Y RECEPTACLES LOCATED IN THE GARAGE AND UTILITY UNDERGROUND "8 COPPER TO RANGE ROOMS SHALL BE GFC.I. PROTECTED (GF.R). SERVICE BY +4 COPPER TO 5/6" GROUND ROD 6, IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL POWER COMPANY ALSO SERVICE TO BE BONDED ELECTRICAL WORK 16 IN FULL COMPLIANCE WITH NF.PA.10, N.E.C. 2011, FB.CR. - 5TH TO FOOTING STEEL EDITION (2014), AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING ELECTRICAL RISER DIAGRAM PURPOSES, NOTE: S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE 5UILDING WIRING WHEN ELECTRICAL MATERIALS AND INSTALLATIONS SHALL SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALARMS SHALL BE ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER COMPANY, LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. G.C. VERIFY ALL SMOKE DETECTORS TO BE HARD -WIRED MAIN FLOOR ELECTRICAL PLAN, GARAGE LEFT I „ K W w pr T- uJ JML° O 1 0N co N 6 L• �aILM 0 0 Is 0 0—� CO E m ro cm �J M;M m 0O `Vti ZN21 nummommmmma F 27001,241 ME LOT 306 TB 06-26-17 DAVIS BEWS DESIGN GROVP 150 STATE STREET" EAST OUXA4Ak FWRMA 34677 813.925.1300 TEL 813.925.1800 FAX V WW.DAVIS$EWS.C.OM `PAMPA • EWNN/ER. EST.1994 c-� 0 q;;r O 0 z m O z (of) oc P�q one = O o 0 rtl 1�� >m 0 _< I Fmm� IIIIII��.� 2585 • TI TL�r� • MAIN FLOOR ELECTRICAL PLAN • SHEET • HORIZ HORIZ. LIGHT -Up / LAKE-UP IG T-UP G.C. VERIFY SURROUND SOUND PRE -WIRE PACKAGE IN BONUS ROOM K w. iA� J 0 'n 0 .�M hW (A i do N ,." o W. rrrr m N 6 ooLL 0 0 '0 _ 0-j c0 � �% Y di 0cy J m RIh �•+ O ZN2d' • JOB NUMBER 27001.241 • CAD FILE NAME LOT 306 TB ISSUED 06-26-17 REVISED DUPLEX CONVENIENCE OUTLET — DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET O.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET • HALF -SWITCHED DUPLEX OUTLET E$p SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 13 THREE-WAY SWITCH 14 FOUR-WAY SWITCH .__._.. —— —_________._._._.— —__-- $D DIMMER SWITCH - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE DAVIS BEWS WALL MOUNTED INCANDESCENT LIGHT FIXTURE DESIGN GNOVP ,} RECESSED INCANDESCENT LIGHT FIXTURE C. LIGHT FIXTURE WITH PULL CHAIN 150 STATE STREET EAST TRACK LIGHT OUXMAF ; FI.ARMA 34677 813.925.1300 TEL FLUORESCENT LIGHT FIXTURE 813.925.1800 FAX W W WnAVISBEWSC0M (� EXHAUST FAN TANWA • E>EN✓ER ; , EXHAUST FANLIGHT COMBINATION - ESE 1994 ® ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) n PUSHBUTTON SWITCH (OPTIONAL) ® CAM MONOXIDE DETECTOR s� SMOKE DETECTOR O sn SMOKE / CARBON MONO. COMBO DETECTOR I < TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (D THERMOSTAT ELECTRIC METER _ ELECTRIC PANEL DISCONNECT SWITCH I ® SPEAKER (OPTIONAL) <1 ROUGH -IN FOR OPT. CEILING FAN 0 v J c� CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ 0 ------ ------------�-- G J ROUGH -IN FOR OPT. CEILING FAN z NOTESrt - I PROVIDE AND INSTALL GROUND FAULT CIRCUIT -INTERRUPTERS (GF.IJ AS INDICATED ON PLANS OR AS ITEM NO.4 AND 5 BELOW INDICATES. 0 2, UNLESS OTHERWISE INDICATED, INSTALL SWITCHES AND RECEPTACLES AT THE Z FOLLOWING HEIGHTS ABOVE FINISHED FLOOR: (n SWITCHES.... 4211 OUTLETS ..... 1411 TELEPHONE ... 14" (UNLESS ABv COUNTERTOP) TELEVISION ... 1411 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL 15A AND 20A RECEPTACLES IN SLEEPING ROOMS, FAMILY ROOMS, DINING * * * * ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SINROOMS, RECREATION ROOMS, GC. VERIFY ALL CLOSETS, HALLWAYS, AND SIMILAR AREAS WILL REQUIRE A COMBINATION TYPE AF.C.I. SMOKE DETECTORS DEVICE AND TAMPER -PROOF RECEPTACLES PER N.E.C. 2011406.12 AND 406.13 TO BE HARD -WIRED 5. ALL 15A AND 20A 120V RECEPTACLES LOCATED IN THE GARAGE AND UTILITY * * * ROOMS SHALL BE GF.C.I.. PROTECTED (GF.I). ( � 6. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO ENSURE THAT ALL ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P:A.10, N.E.C.2011, FS.C.R - 5TH EDITION (2014), AND ALL APPLICABLE LOCAL. STANDARDS, CODES, AND ORDINANCES. 0 1. EVERY BUILDING HAVING A FOSSIL -FUEL -BURNING HEATER OR APPLIANCE, J FIREPLACE, OR AN ATTACHED GARAGE SHALL HAVE AN OPERATIONAL CARBON MONOXIDE DETECTOR INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES, >= S. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH WIRING IS SERVED FROM THE LOCAL POWER UTILITY. SUCH ALARMS SHALL HAVE 0 BATTERY BACKUP. COMBINATION SMOKE/CARBON MONOXIDE ALAR $ SHALL BE LISTED OR LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. ■rrrrrrrrw�r�ir��� 2585 UPPER FLOOR ELECTRICAL PLAN. GARAGE LEFT • SHEET • METAL COATINGS FOR USE WITH PRE9SURE TREATED GENERAL NOTES IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, A' D C �/ O C DRAWINGS ' Y METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL INDEX EX r FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING SHEET SHEET TITLE BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. �+ - - -- 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE S 1 STRUCTURAL NOTES THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PRESERVATIVE WOOD TREATER. PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES S2 FOUNDATION PLAN (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR S3 DOWEL PLACEMENT PLAN z SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS. UI,PLIFT S4 FIRST FLOOR FRAMING PLAN O CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE a 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4%AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. S4.1 NOTES & CONNECTOR LEGEND AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. U PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS S4.2 ROOF FRAMING PLAN 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. Uj ASTM A-615 GRADE 40. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO S5 LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6" .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD S D 1 FOUNDATION DETAILS 4. REQUIREMENTS OR REINFORCED CONCRETE" ACI 318 LATEST BUILDING LATEST EDT ION OFANSITPI1 ODE 3. F DTRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE S D2 GENERAL DETAILS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS S D3 GENERAL DETAILS LU BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF r - I� AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY S D4 GENERAL DETAILS 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS_ .� 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: SD5 TWO STORY DETAILS ®®®►►11111���®�® CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF 1� ®®®®� ��U j M co BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) ��®®•®®•®®®•® (L 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) S D6 TWO STORY DETAILS •®°� •®®c� LLi 00 2. STEEL BOLTS LESS THAN ONE -HALF -INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF co,® p®� Y o ST1 STAIR DETAILS ,. _Z a �--� Z HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: � �: i U OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) ® �� • --� 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF UPDATES d. •®ai w °° Uj AT T WITH COATING WEIGHTS IN E BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. •®1.••••• ®® Z OF MECHANICALLY DEPOSITED ZINC -COATED EL E STEEL ) ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: ®®�® ��®® "�� } O MASONRY WALL CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF NUMBER DATE DESCRIPTION ®®®'® 'Il►►► ® m L 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: pq CONFORMING TO ASTM C90, W/A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ATTIC WITHOUT STORAGE = 10 PSF 1 2/7/201.% UPDATED PLAN TO INCLUDE ELEV C W/ BFS •"q - PSI (fm = 1900 PSI) ATTIC WITH LIMITED STORAGE = 20 PSF 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF TRUSSES PER LOT TB-296 GUARDRAILS IN -FILL COMPONENTS = 50 PSF �✓ 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN V. UPDATED PLAN TO INCLUDE ELEV B W/ BONUS W/ cw o 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS 2 3/1 /2017 ro SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. ADDITL BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURERS DWGS BFS TRUSSES PER LOT TB-148 -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA O ��b ce) 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS UPDATED PLAN TO INCLUDE ELEV B STD W/ BFS �"'� RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 3 3/2/2017 ��yL N FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TRUSSES PER LOT TB-191 U �3J o PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS w " 6. VERTICAL REINFORCEMENT SHALL BEHELD IN CENTER of THE MASONRY/ BLOCK UPDATED PLAN TO INCLUDE ELEV A STD W/ BFS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 4 3/15/2017 Z WALL AT THE TOP & BOTTOM & MAXIMUM 8-0 U.N.O. VERITCALLY. TIES TO THE TRUSSES PER LOT TB-290 U O EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP'.. #2 BLOCKING w/ (3) o FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR �. 12d TOENAILS EACH END. UPDATED PLAN TO BFS TRUSSES AND EXP-139C POSITIONERS IN MIDDLE OF WALL Z -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 5 7/255/2017 4 '•= 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. PER LOT TB-306 MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND (DK/CFG/JV) U H sti 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND „ „ tiV,,, Q 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 d G9 V GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 Z �4 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING O 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS F-{ 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST Qco LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENTTHEFLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY .DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS INDICATED ON TRUSS SHOP DRAWINGS &SCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT CD CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. TABLE WITHIN SCSI-B3). 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE -PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wing U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Win 2U,N.O. Fb = 2650 Fb = 3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. W z c F- CD O Whag z 06�_gPt J Z�� Z F c) Q o W J 0 ry W W �... I r s�uLi Z 0 11 Z Z 0 o w J Q W 0 co 0 04 .. Co �I Z I- OLUW w �..10p O A (L,, STRUCTURAL ENG: CFG / BAD m�^T DRAFTING: STRUCT: TNA QC CHECK: CC JOB No. TM - 2171184 SCALE: AS INDICATED DATE: 07/27/2017 UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIR 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 (I PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER S1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J-BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"A", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL.: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO FOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' LINO, 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4 STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/- 0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O 10 (+) 29.7 (+) 29.7 - 32.1 - 39.6 (+) 28.3 (+) 28.3 20 (-) 30.8 - 37.0 (+) 26.6 (+) 26.6 50 - 29.1 (-) 33.5 100 (+) 25.2 (+) 25.2 - 27.7 - 30.8 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 22.3 + . (-) 27.7 (-) 23.8 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „l 5 5 } �° LZ a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS, REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS (12.7MM) GYPSUM BOARD. 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 I -- LAPPED MIN. 6" AND SEALED. 0 2. PROVIDE 3-1/2" 300OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR z RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. � 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE V THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL. ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS._:._--- 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED (Y DOWN. SEE SHEET SDI FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MFO9 AND MF10 ON SDI FOR STANDARD @%,Id91111//Yp Uj M FOOTING STEP DOWN AND CORNER INFORMATION. ®®®0 6®®®® (L d� 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE °i`� •o••••®®®•�j�®�®®® o SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH �` ®®® s� i _ Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER a ® LU -j COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS m0 ®¢ 0' W Q 75'-0" FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE °�� Cg ®• '� Z 0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL i`� ®• ®�' ..9 } O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO •®•®®®®••••°® ����® p! J 52'4" 0 0 9'-01, 13'-8" FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ®�®® p17Q1® ®®� U- 2 STORY FOOTING 10" SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 8'4" COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS LA 10, DETERMINED BY ASTM -1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS >- Q BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 Q p H PSF. 0 F01 FO F01 O 2 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p D D N o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON SDI FOR REQUIRED REINFORCEMENT AND ■ — — — -- — — — • — — -- — — e — — — — — —■ — --® — e ■ ■ ■TO:) —FOOTING SIZES PENDING DEPTH OF STEMWALL. U `�3J o /C P D A/C PAD I ) z ( L —■ Z -4' FI. LRI iiFOOTING SCHEDULE pq a 0 O I 3'-8" 5'-4" • I L Jo O I 12"x12"xl2" dp w/ #5's EQUALLY SPACED EA. c 7, 6„ F01 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. p 44 LO O I p 4' FIN. FLR o °0 BARS & 3" MIN. COVER TO EDGE OF CONC. „„ G9tiS10 U 2 00 24"x24"xl2" d w/ #5's EQUALLY SPACED EA, 23'-0" 1'-8" CO 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. Z �9 FO U.-L n J ® PITCH FT. BARS & 3" MIN. COVER TO EDGE OF CONC. 04'� O 28"x28"xl2" dp w/ #5's EQUALLY SPACED EA. 4 O g'.8" 12'-10" 18 -0 / / PAVERS 2.3 WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN O # 5 E.W. c 0o U" / / F1 \ D BARS & 3" MIN. COVER TO EDGE OF CONC. o F01 / / \ — 30"x3O"x12" dp w/ #5's EQUALLY SPACED EA. FO _ / / D „ % *■ _ ■ ■ ■ • 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. — — — — — — — _....,. — -..., ., .. .............-..,.._ ..... _ _. N D D `-4 / / / j _ r D0 ce BARS & 3" MIN. COVER TO EDGE OF CONC. w — — — — — — — — — — — — — — — — / L-I� ■ 7 D N 32"x32"xl2" dp w/ #5's EQUALLY SPACED EA. l FO /� 11_3" // 2 -4" FIN. FLR ( • 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z FO I BARS & 3" MIN. COVER TO EDGE OF CONC. / I 2 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z FO o / D _ PITCH FT I -� V 3 WAY MIN. 2' HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. p J � M O BARS & 3 MIN. COVER TO EDGE OF CONC. r D M L — — — — — FO \ I 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. a / 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z 0 2 � � , o ti I BARS & 3" MIN. COVER TO EDGE OF CONC. cn------------ _.----------------- � iv I cn 48"x48"x12"dpw/#5'sEQUALLY SPACED EA. � O Z FO I I O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. z 21'-4" T-10" 5'-11" ( \ «2'-7" FO I BARS & 3" MIN. COVER TO EDGE OF CONC. J D • F13 54"x54"'x16" dp w/#5's EQUALLY SPACED EA. IIIk\ p its D 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. �C, Z M BARS & 3 MIN. COVER TO EDGE OF CONC. 4 9 -s \ I 4 :� TWO STORY I \ \ I N 60"x6O"'x16" dp w/#5's EQUALLY SPACED EA. � FOOTING F1 I 0'-0" FIN. FLR 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z U vi I y� O BARS & 3" MIN. COVER TO EDGE OF CONC. Q F0 I I 10 3'-6" I i p ( J O O i� p O z 31/2"THICK CONC. SLAB W/6X6 '� I I O S i IVIL70LS �E END c7 %" O 4- FIN. FLR -dam I W/1.4 XW/1.4 W.W.F. OVER 6 MIL / FO oo O O VAPOR BARRIER OVER p rn "- I COMPACTED FILL. I I I ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. W PITCH I EUI ( I TO TIE BEAM (6'-8" O.C. MAX U.N.O.). LU -17 1 /-• /8" % FT ( I I `� 20'-8" 2 -- E(D• INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. 2 • i I I I — TO TIE BEAM. L I /1 I I • D 1 64 O I I —� ■ J DO INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. —J I ■ ■ — — — - — — — — ■ — — — — — ■ — — — — — — ■ — — — — — — — ■ ■ ! — ■ ■ — ■ ■ ■ — • INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. 04 #5 CONT. FT.G TO TIE BEAM.j FO F01 FO Q 0 D Z D D O o 91 -01, 44'-8" 0 M 2 STORY FOOTING Z ow 75'-0" Cl) a W 000 N LL -- m O 'j Z W.�... W0 O _......�. O F- N ry STRUCTURAL ENG: CFG / BAD —.. _. DRAFTING: STRUCT TNA QC CHECK: CC JOB No. TM - 2171184 SCALE: AS INDICATED DATE: 07/27/2017 FOUNDATION PLAN_ 1 /4"=1'-0" 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. -0 7'" 6'-8" 6'-811 6'-811 3'-814 7'-0" 4'-61' 3'-1.0" 3'-2" 3'-2" 7'-4" 1'-81, SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. Q TO TIE BEAM (6'-8" O.C. MAX U.N.O.). • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45" CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. Z _O I- (1) #5 @ TOP, BOTTOM Q &@24"O.C. VERTICALLY BETWEEEN COLUMN & 70 MAIN HOUSE CMU FILLED CELL PLAN VIEW W ®V.01111111 fill W M CO �- we P J ` ❑ CI) ar ai ®i8111110 0 cr) pow.r- UU c 0 9 2 r — -� 3'-8" 5'-0„ 4'-4" 4'-8" 5'-01, p O Z �J' _ C90 �, ih � 'roz 'Q m r - O � Z z 9 W 80:93 © " _� U Z � fV11 I— L. '`V Z 4 v ,...,,� C� O zo ..,..., aW W Z��� J O — F- OW • o 00 O 1'-4" 8'-4" 7'-0" 6'-8" 6'-8" 2'-01' 7'-0 3'-4" 6'-8 6'-8" 6'-8" 5'-8" 7'-0" Q �i Z � OO to u (, Co z Z O O (QW 0000 � C%j OZ IU�J,,, p p O O H�H-- W STRUCTURAL ENG: CFG / BAD - DRAFTING: -STRUCT: TNA QC CHECK: CC JOB No. TM - 2171184 SCALE: AS INDICATED DOWEL PLACEMENT PLAN- DATE: 07/27/2017 1 /4"=1'-0" 3 _... 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. o� J05 J06 J22 J23 J23 J23 J23 J23 J22 J06 J05 WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR Ll BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. Z O f-- LL' U) 0 W w M U CD uLl q :.-� ®ev Q U A ®ci ® O Q "eq �� J s mod. ®'> co • W Q as ea�a�mraa U 0 0 CY) N U o _ ° O G� V z s �C GO va" z J Z o V W a; z 06 �gPt� z 91 J LL ZO a W O z J LJ W _ ... U) s Q 0 Z. 0 M S ZJO LU OHO � gN0 O -j Z w -jp� p FO � Ix STRUCTURAL ENG: CFG / BAD DRAFTING -STRUCT: TNA QC CHECK: CC JOB No. TM - 2171184 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 07/27/2017 NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1i4'1=11-011 S4 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP -�---� BOTTOM SPACING SPECIES (plf) BW1 16" SPF (3)12d TOENAILS (3)12d TOENAILS NO UPLIFT MID -SPAN BW2 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW3 16" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p rd. PT. BV114 12" SPF (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW5 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf MID -SPAN BW6 12" SPF 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf rd. PT BW7 16" SYP (3)12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW8 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 If p MID -SPAN BW9 16" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plfrd. PT. BW10 12" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN BW11 121' SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 pif MID -SPAN BW12 12" SYP 1/2" THREADED ROD @ 48" O.C. ADJUST AS REQ'D TO MISS STUDS 1160 plf 3rd. PT. STANDARD BEARING WALL W/THREADED ROD NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. (CAN BE SUBBED WITH OUT REVIEW) ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS 3. IF BEARING WALL IS NOT CALLED "OUT CONTACT E.O.R. 4. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 5. ATTACH ALL STUDS TOP AND BOTTOM W/ (3) 12d TOENAILS. 6. MID OR 1/3 PT BLOCKING TO BE 2x W/ (2) 12d TOENIALS EACH END. 7. Y2" THREADED ROD w/ MIN 6" EMBED (OR 6" BELOW LOWEST SLAB ELEVATION AT STEP) w/ SIMPSON SET EPDXY. SEE ABOVE FOR SPACING. CENTERED Win TOP PLATE. FOLLOW SIMPSON INSTRUCTIONS FOR INSTALLATION OF ROD AT BASE. NUT AND 2"x2"x1/8" WASHER @ TOP. THREADED ROD TO BE PLACED 6" AWAY FROM ANY STRUCTURAL COLUMN UNLESS PLANS INDICATE CONNECTIONS. 8. 2x P.T. PLATE AT BASE OF BRG.WALL W/ THREADED ROD. NO ADDIT'L BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D IF B RG. WALL IS INDICATED WITH BW1, BW4, BW7, & BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TOENAILED/ ENDNAILED TO THE PLATE AND THE 2X BASE PLATE CAN BE ATTACHED WITH HARD CASED GUN NAILS &THE ANCHOR BOLT ATTACHMENT INDICATED IN BEARING WALL SCHEDULE IS NOT REQ'D. 9. AT SHEAR WALL LOCATIONS ONLY: NUT & WASHER @ BASE OF THREADED ROD ARE REQ'D. SEE PLAN FOR ADDIT'L SHEARWALL INFO. AND DETAILS. 10. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD2 U.N.O. ON PLAN. 11. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD3 U.N.O. ON PLAN. 12. COLUMNS Win BEARING WALLS w/ UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL THREADED ROD Win 6" OF COL. (MIN CENTER TO CENTER SPACING OF THREADED ROD IS 8") 13. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT FOR FOR FURTHER REVIEW 14. AT NON -BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE, AT NON -BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2-STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 4" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. ti COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN B O (3)2X4 SPF #2 BUILT UP STUD COLUMN C C> (4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 POST MQ 6x6 SYP #2 POST O8x8 SYP #2 POST 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER NOTES ENGINEERED LUMBER COLUMN PER STRUCTUAL O3-1/2"x5-1/4"' COVER NOTES. ENGINEERED LUMBER COLUMN PER STRUCTURAL Q3-1/2"x7" COVER NOTES. 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL S COVER NOTES. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER NOTES. x7 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1J4 COVER NOTES. 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER NOTES. 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER NOTES. STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD4. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & t' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)t" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 2Z'" 10d .148" x 3" 12d .148" x 41' 16d .162" x V 8d RING SHANK .113" x 22' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) META16 W/(7) 10dx1 NAILS OR O 1 META20 w/(7) 10d x 1'�" NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 2 (1)ply TRUSS (10)10d x 1 j" NAILS FRAME TO CMU (1)ply 19 (1)ply 19 85 (2)ply TRUSS (12) 16d x 12" NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 1j" NAILS OR H10A 1015 H10A 1340 31 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 1z" NAILS FRAME TO FRAME 124 5 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) IflH2.5A w/(10)8d FRAME TO FRAME 535 600 a MTS12 w/(14)10d x 1z" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ElMGT w/(22)10d $" EPDXY ANCHOR WSIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 7" EMBEDMENT HTT4 w/(18)16d x 2�" NAILS & e" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 10 Fo� w/(16)10d NAILS w�" EPDXY ANCHOR w/SIMP: SET FRAME TO CMU 6280 6280 EPDXY EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4)'-W"x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)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 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR WSIMP. SET COLUMN TO FTG. OR 1290 1300 EPDXY MIN. 7" EMBED. CMU HTT4 w/(18) 16d x 21' NAILS w a' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBED. -AT LVL/PSL COLUMNS USE COLUMN TO FTG. 3640 4235 (18)#10xl�' SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 1' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" FRAME TO CMU 2420 2800 TAPCONS 22 SIMPSON HGUS 5.50/10 W/ (62) 16d NAILS SIRDER TO COL./ BEAM 9100 4095 23 HUC210-2 HEADER TO CMU w/ (18) 1/4"x2-3/4" SIMPSON FRAME TO CMU GRAVITY:5085 GRAVITY:5085 TITENS & (10) 10d NAILS UPLIFT:1810 UPLIFT:1810 HUS26 TO LEDGER W/(14)16d NAILS AND TO TRUSS FRAME TO FRAME 1335 1550 24 W/(6)16d NAILS 2S HUSC210-2 W/(8)16d NAILS TO BEAM AND (8)16d NAILS TO FRAME TO FRAME FRAME GRAVITY:2125 COLUMN UPLIFT:3290 UPLIFT:3290 26 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR WSIMP. SET FRAME TO CMU. 1290 1300 EPDXY MIN. 7" EMBED. STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS.'(IF SITTING ON FRAME WALL USE SIMP, LSTA18(14) @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. META16, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2-PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. CONNECT ALL INTERIOR FLOOR TRUSSESMOISTS 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. 1F UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED 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 #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY, CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD4. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD3 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)1"x2U TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2xl2 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)''x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.25 (2)1.75"xl 1.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)a'x23" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)T"x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)j"x2j" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"xl6" LVL "U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SIDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2-PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/J' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/P" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/j" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2xl2 #2 SYP w/�' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5xl1.25 (3)1.75"xl1.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ �' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES. W 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. Q 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND Q ELEVATIONS FOR BEARING HEIGHTS. O.C.MAX. UNLESS 3. TRUSS SPACING SHALL BE 24 SS 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 1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON -BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. z 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 0 CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING �- ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS C) WITH CABINETS AS SHOWN ON PLANS. W B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. Q 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. W THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY W TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN CO ui PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. ®�®®� ®®® •get, OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO ®��'®® °®• �j�®a® U 00 CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP ` �' �kr �°•-®� J DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW •c p®� ru = AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE W" ®Q p J PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS X. ., ° W Q SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR -y •® • '�-� Z O_ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS °� d' ° ✓j 0 •®•••Does••®• Q NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF �i `C® � O CONVENTIONAL FRAMING IS SHOWN; NO TRUSS APPROVAL IS REQUIRED, UNLESS ®*///® P�0w®®® m U LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. oq ®1119111 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED o O AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. SEE TB01/SD2 FOR MORE INFORMATION. BUILDER NOTE: U IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE z° TRUSS MANUFACTURERS LAYOUT v o ° -----STOP---- o AND CALL THE ENGINEER OF RECORD PRIOR TO U z PLACEMENT OF ANY TRUSSES9 NAILING SCHEDULE: z - M ROOFS: Q W ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" o O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD: SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF O` SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLYCLIPS. TO BE Z SPACED NO MORE THAN 24" O.C. 0 GABLE ENDS: V LU ALL SHEATHING TO BE MIN. 15/32 O.S.B. AND SHALL BE NAILED (1) ROW @ 3 O.C.i AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER F+ W 06 EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. Z 0 z z z EXTERIOR WALLS: 0 W SEE WF10/SD4 FOR MORE INFO. NAILS: 0 Z W O NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. U 0 ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, J Q F HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE o LU 0 Z O � �. EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV ATIVELY c O TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, Uj STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL I " BE IN ACCORDANCE WITH ASTM A 153. W APA SHEATHING NOTE: Ill""' 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED _ Z PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END U) WITH (3) 10d TOENAILS. tg 1 FLOOR FRAMING. NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). NAILS: NAILS USED 1N ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD 1 1.1A-%"_r-0%- 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. NOTES & CONNECTOR LEGEND a ° Z 0 0 11 co � zo s �J o Q W o 0O00 N W 0_jZ �U p0 _ go .L STRUCTURAL ENG mCFG / BAD �^ DRAFTING. -STRUCT: TNA OC CHECK: CC JOB No. TM - 2171184 SCALE:WLL uAS INDICATED W DATE: 07/27/2017 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. 1 /4"=1'-0" 00 J08 NJ09 2 J10 J11 J11 X J10 04 2 J09 J08 �Q- STANDARD 2ND FLOOR FRAMING NOTES: w 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR Q WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE, 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR - - - -- TO FOLLOW THE DETAILS INDICATED BELOW' OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR Z SHEATHING IS NOT CONTINUOUS) 0 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. ~ EXTERIOR FRAME WALL ILL! SCHEDULE (TAYLOR MORRISON) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING SPACING - - INTERIOR ZONE END ZONE ; 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX .� chi 9'-4" 2x4 SPF #1/#2 12" O.C. MAX 12" O.C. MAX �,®®®®1 19I!i!®9®® Uj 10'4" 2x4 SYP #1 12" O.C. MAX 8" O.C. MAX �, ,°•°•® ®®��� ®®® LLj ao �• ®®o ®o®� : C= V o EXTERIOR FRAME WALL NOTES Q cZ-i UJ ®v a 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED "✓, "� ®° W • Qom°• e Z TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR do °•o® •.•°�� REQUIRED STUD SPACING. o °°•••®•••°® {C�li �a® 0 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 'fill®®®® PF:® ®®®a® LL & NAILING PATTERN.11 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 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR U 0 REVIEW OF EXTERIOR STUDS 084 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE of MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS c 0 C0 4. SYP #2_STUDS MAY BE SUBSTITUTED FOR SPF#1/#2 STUDS ONLY. N 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO U CST - FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. A' Z U O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C �- ll V tJ U � m v►.i Z Z O < 0 ...j (/) 006 'g� Z z�,� z 4 c) U. N F Q o W U- Z J 0 0 O W _ ._... Z ZZO DC © Ow I 0�0 O LACNiO 0 Z. W Q 0 `' ao_ 0 STRUCTURAL ENG: CFG / BAD DRAFTING: -STRUCT: TNA QC CHECK: CC JOB No. —TM - 2171184 SCALE: AS INDICATED RA MING PLAN DATE: 07,27,2017ROOF F NOTE: SEE PAGE S4.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=1'-O,, 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, X N CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS CORNER AS AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' q • ee e . de a '. �° . Q. a d• e' e . ° ° • e •° e 4 Li d LL 4• ° ° LLl W Z ° 4 . ° ... • - Oow ° �I �� :4 I. o C%4 C- • BOTTOM STEEL IN LINTEL IF °• ° I' r; O CDw ° INDICATE - SHOULD HOOK INTO ; a Z e VERTICAL CELLS PER M008 afl e '. 4 • CL ROUGH OPENING PER PLAN . ra4.� •— �— 4 • ' a 40e ° TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR CL -'-` STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR tJ w a e 4 4 ' ` `. e d 9 a 8"x8"x 16"CMUU.N.O. INDICATES FILLED CELL FROM FTG. TO TIE " BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE ¢ 4e ' ' I MD08 FOR LAP INFO. a a' . NON -SHEAR WALL T OPENING TYPI AL SHEAR WA L SEGMENT _......._....__._ _....:.�J.:_.4 G ) TYPICAL MASONRY CONSTRUCTION J SCALE. 3/4' = V-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO .t.LINTEL PER PLAN r•y'',.:' ' ' ':' :.,,.. 0. TRANSOM OPENING ' • ; .• FRAME INFILL AROU� ' WINDOW BY BUILDER - SEE DOWEL PLAN FOR ° SEE WF01/SD1 FOR MORE INFO • '' FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE U.N.O. (2) 2X8 SYP#2 P.T. HEADER • • ----TURNED SIDEWAYS. ATTACH TO MASONRY • Y .;';�' ''_ WALL W/ SIMPSON HU28-2 ` ;T : • • ' DOOR OR WINDOW OPENING ••' '' HANGER @ EA. END. W! "• ;•..�: ; : ... MAX. OPENING 4 FT ,:.. ''°' � (14) 1/4" x 2-3/4" TAPCONS TO MASONRY & (6) 1Od NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = T-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "All 11611 11C11 11� \' " 11 /� 11 / "B" /•, 1111 "DO #3 1 7/8 4 1 /4 7 15 2 11/4 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 #6 3 3/4 8 1/16 14 30 4 1/2 8 1/16 18 1/2 36 #7 4 3/8 9 13/16 16 1/2 35 1 5 1/4 9 13/16 21 3/4 42 PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE-CRETE, QUALITY, AND LOTTS w STANDARD LINTELS STANDARD LINTEL NOTES o BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-0B 8F16-1 B / 8F16-0B 8F24-113/ 8F24-0B 8F32-113/ 8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 2. 3069 / 3069 6113 / 513 8974 / 8974 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY1783 - _ _....... m 2'-" 1343 2693 / 2561 6113 / 3820 8974 / 6961 10000 / 8107 OPENINGS. U.N.O. 8 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000/4 8" BEARING EA. END 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN, IF DEEPER LINTEL INSTALLED THAN 4'-611 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z 5'-211 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. O 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 7'4' 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 5. ('") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CL 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS w 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 ADEQUATE FOR THE LOADS. V 10'-01, 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS (0 10'-81, 277 492 / 352 1254 / 1132 2193 / 1667 3552 / 2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY Q. 11'-211 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH FOR AS REQ'D. 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 184$ 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-411 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 16'-0" 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 18'-8"' 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. W 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. i 13f 20'-8" 0 145 / 0 560 / 0 981 / 0 1376 / 0 3, GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110 / 0 460 / 0 824 / 0 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE r®er181o�i®®®®® CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB STRENGTH = 1900 PSI. ®���,�®®o®o LLi 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW a ® ®/•®.®®®®°•®®®see s� ®®a, D^ 00 2'-811 1425 / 1425 3343 / 3280 4933 / 4933 RELAXATION. 7/32 WIRE PER ASTM A510. ��� t<, 0) u % 0 . - Y 3'-O" 1230 / 1230 2769 / 2769 4085 / 4085 . tw O p Ul � = -jr X-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE _ ®U ® rr: �a ¢ 6 4'-4" 846 / 833 2121 / 1716 3127 / 2839 ®� aq 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT / • " ®a® _j W ¢ 6'-4" 526 ! 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R = RECESSED ® , ®®®•®�®®®®p®- �`® = Z 7'-4" 480 / 322 1334 / 1334 1964 / 1552 QUANTITY OF #5 REBAR @ j o'i®® Pq- ®fie O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8RF6-1B/1T 8F16-� B/� T BOTTOM OF LINTEL CAVITY ®�®��®ia1f991e1,®e® m � 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER BO 8F8-18/1T �--QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8RF14-1B/1T NOMINAL HEIGHT � l O 3) PRO-CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. V 8F16-1B/1T NOMINAL WIDTH �„ O a TYPE DESIGNATION cry • O 8RF14-OB/1T ''� p !1�pf�kb_ N O 8F16-0B/1T 1-1/2" CLEAR p U �`�3j o f'- QG • r $F20-1 B/1"r Q L,..[GROUT Z 5 REBAR AT TOP MIN. (1) REQ'D M�+*� UoO 8F20-0B/1T¢ Z C.M.U.O8RF22-1B/17 LO g `r'az 5 REBAR AT BOTTOM OF LINTEL9U8F24-1B/1T CAVITYy 8RF22-OB/1T �I-�IBOTTOM REINFORCING PROVIDED O� Q 7-5/8 ACTUAL IN LINTEL (VARIES) ^^ 8F24-OB/1T 8 NOMINAL WIDTH c� O " 8RF30-1B/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR 0 8RF30-0B/1T N 2 #5 REBAR AT TOP MIN. (1) REQ'D Z D 8F32 -0B/1T V Q abr U' �,1 ,13, 11 -211 1-$11 7'-4" p"•.} 8F38-1B/1T 19 g ¢ wV0 1 6'-4" O 8F12-1B/1T 06 Zj i� O 8F40-0B/1T----�I` BOTTOM REINFORCING PROVIDED J Z 7-5/8 ACTUAL IN LINTEL (VARIES) ^ Ow 8F8 -0B/1T 8" NOMINAL WIDTH � 0 UNFILLED J v/z LL1 O a SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED J Z LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL o ...J O RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. I— c 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LLI zo 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM FOR W 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING U) .,. �. ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL, 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. „m 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. 0 Q Z O© 11 M � Z O O J W Q W �Ln0 0000 2 La O --r IM UJ r� 1.. 5 n a q CL ;• ° r #3=2Yz'41 �3 7�. c °. '. ° • ° 11 STRUCTURAL ENG: CFG/ BAD DRAFTING: #7 = 3 Y2' -STRUCT: TNA V] QC CHECK: CC JOB No. TM - 2171184 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK SCALE: AS INDICATED DATE: 07/27/2017 LINTEL PLAN- tfAD08 REBAR SPLICE DETAIL 5 SCALE: 3/4" = l'-0, 1/810=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. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a �� TIE BEAM SPLICE TO BE MIN. 25" GROUT BE MIN. 25" GROUT CELL SOLID CELL SOLID At MASONRY WALL ° MASONRY WALL SEE PLAN ! SEE PLAN CONCRETE SLAB PER CONCRETE SLAB PER w FOUNDATION PLAN �� FOUNDATION PLAN : 'U VARIES °.7.° r SEE PLAN • 4 GRADE co _ F7-7I �OT _ ___I ° 1' > _ 711°°° �•GRADE 00 _LJ;OT °° 1_—L I 4`°' �..� a. l o III ad ILL(2) #5 BARS CONT. I I I ' I ' ' (2) #5 BARS CONT. W/ 3" COVER TYP. I I I —I I F3"' I— CLEAN COMPACTED W/ 3" COVER TYP. CLEAN COMPACTED COVED' FILL @ 95% STANDARD 3; COVER FILL @ 95% STANDARD DENSITY 8„ 11_411 70, DENSITY 8" 1'-4" WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS SHALL BE 1'-4" WIDE w/(3) #5 BARS AFO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING IF BRG. WALL ABOVE - HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER W SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING 1/2" J-BOLT W/ MIN. 6" 0 PAST DEEPEST STEP FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE REQ'D BELOW � MIN 4" CONC. SLAB PER w CONC. SLAB PER (1) #5 CONT. w/ 1-1/2" FOUNDATION PLAN COVER TYP. 1-1/2" COVER TYP. FOUNDATION PLAN 2 1/4 " � CONC. SLAB PER I co CONCRETE SLAB PER w FOUNDATION PLAN z z 2x PT SILL PLATE 2x P.T. SILL PLATE FOUNDATION PLAN w :� a z CL w n-a aug (� de e q . ° ° < ° e e.. a II • 4;4, (z ° .d4 °. �r^rrr: .e. : •., q.'• I' d.•f Imo• • V A. _ e. dIEI _ -1 I�I--I I—IIII I �I IT ° -I I Ed I I ° ... e• _ .4 —1 I I__.. 11— I °0 . .. . •. ' : """ L.L. I 4 . -• „ I ;tl ,: _ I . I —1_=' 1)1- I 1=1I1I1I=—11—I1 I I I I Ia—=I• I� I— 1 �I I I --III 1 I--IIII-IIIILI__I .I.I I I I _— ° I (2) #AT.-w3;, � I I_W� COVER TYP.; AT 8„ 8„ 8„ Q j 2-STORY COND. (3) #5 CLEAN COMPACTED CLEAN COMPACTED CLEAN COMPACTED O (2) #5 BARS CONT. w/ 3" BARS REQ'D & FTG TO U 6" 8" 8" FILL @ 95% STANDARD FILL @ 95% STANDARD FILL @ 95% STANDARD COVER TYP.; AT BE 20" WIDE DENSITY `Y' 2-STORY COND. (3) #5 DENSITY DENSITY (2) #5 BARS CONT. w/ 3" COVER TYP.; AT CLEAN COMPACTED BARS REQ'D & FTG TO 2-STORY COND. (3) #5 FILL @ 95% STANDARD BE 20" WIDE BARS REQ'D & FTG TO DENSITY I W BE 20" WIDE NON —BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING T ®®e��'o�„®®® w 3/4"=1'-0" 3/4 =1-0 3/4"=1'-0" „ 3/4 -1-0 0®®y®®� ,�®®®i® 0- P 3/4 -1-0 ® ®®000000000® � I;' W OD OPT. MASONRY CURB a° • ®• �_j o ELEV. 0'-0" w/ 1 #5 VERIFY W/ DETAILS FOR REQ'D cii ®Q'q•�•�y�i„ ® ®• �,2!; ¢ Z @ t) VERIFY W/DETAILS FOR REQ'D w ® w ®p� Q U CONT. BAR STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS -j SLOPED GROUT TO ®U ® o�• r.�1 w < DRAIN `v MASONRY WALL y®� ,(�®®� = e .4, c`� SEE PLAN ✓®��®®•• •®®••®••®® p Q OPTIONAL CURB BY MIN. 24" BEFORE -"� CONC. SLAB PER (1) #5 FROM FTG. TO BUILDER CONC. SLAB PER 8'x12" THICKENED ANOTHER STEP �. ; : SLOPE FOUNDATION PLAN TIE BEAM MIN. 25 e d SPLICE GROUT CELL CONC. SLAB PER FOUNDATION PLAN SLAB w/ (1) #5 CONT. #5 CONT. , t PER MFG a FOUNDATION PLAN / 3" COVER TYP. p �q A 8„ REINFORCEMENT SEE ° SOLID PER PLANS �+ FOUNDATION PLAN IL ° d A 4 GRADE w °a' e . °e F- ° I .e A r. FOR QUANTITY O 1 • p _ t j �. ON map. lw .� s w d ° .q.���.. : . ...q°'.°n .. a1'. -4""° Q \,.a . \°•., I I___ —III —_— ✓°II II . II___C— I I _II —_--_II . I' II_ —I''I II"8II"II _'_-° I1 44II _ II — IIII—=--_ 1cIio.IgI='PI I•4Ir'I °(� .q.14. :e..°ad —�—_,�_ a_.I.I_._lI- .._� :.I ..II' w ' °` .�q:Pa ' a ° a '. a 4 �'°.:q° : t•{I THRESHOLD PER MFG •dIe#5 x 25" x 25" CORNER r,nr I I _--4' r ' pUp ry5 0, l�z(--II_ �II( BAR, ONE FOR EA. " .� oN_ aa .'.i .�M w eda d d. w'�a = HORIZONTAL CONC. SLAB PER =I I c4 ZREBAR, TYP. U.N.O. _ id FOUNDATION PLAN -II___ II- U o �I w . ° I —I (2) #5 BARS CO NT. I in e.da ° W/ 3" COVER TYP.; @ : SLOPE Z (2) #5 CONT. w/ 3" 2-STORY CONDITION 0 (3) #5 BARS w/ 20" (2) #5 CONT. w/ MIN. . FGSLOPE EXT. SURFACE (2) #5 BARS CONT. COVER TYP. (2) #5 BENT BARS w/ W/ 3" COVER TYP, CLEAN COMPACTED MIN. 25" LAP SPLICE WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD SHALL BE 1'-4" WIDE w/(3) #5 BARS DENSITY FO FOOTING @SHOWER AT MASONRY AFOkTHICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL AH'Z� TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" 3/4"=1'-0° 3/4 -1-0 3/4 -1 0 11 FILLED CELL PER PLAN #5 DOWEL W/ MIN. 6" WOOD POST PER PLAN EMBED. INTO MAIN FOOTING W SIMPSON FOR SIZE AND BASE EPDXY @ 12" O.C. _ _ _ _ 3/4" CONNECTION � � CONCRETE STAIRS A5 TOP. COURSE TO BE CHAIR BLOCKS. 1-1/2" MIN PER GRADE W/ (1 GARAGE MIN (1) #5 BAR @ J ENTIRE BASE TO BE CONC. SLAB PER 1-1/2" CLEAR CONC. SLAB PER CLEAR NOSING FILLED SOLID FOUNDATION PLAN. FOUNDATION PLAN TOP VIEW a�CORNER SEE ELEVATION e SEE 4,° .o 4 �"d e'°. a•. CMU BASE w/ (1) #5 VERTICAL @ EACH — — a ° o — — .: — . ° PLAN01 GARAGE WALL -- _ _ — _ �p Qf ' BEYOND CORNER. SEE FLR. --' i I —I I 1=I 4. - - �, : -III �°� - , CONC. SLAB PER PLAN FOR BASE SIZE ° q e e ° ' ' f d 1. ° z oo ih [. z (2) #5 DIA. BARS @ TOP III( :.. ` ° z (2) #5 DIA. BARS @TOP — ' e, e J• .° . w g FOUNDATION DRIVEWAY BY °° d °• ' O A WHEN MONO DEPTH WHEN MONO DEPTH - — °. �. ' M O 111= , IF.. i • • �. • ..F�. , : . in a ? M ~ — I �" e ~ DEPTHD< 266THESE =III ° ° e PLAN BUILDER- CONCRETE SEE FOUNDATION FOR a ¢ EXCEEDS 26 , IF - q ° e N • e " >i 0 OR PAVERS �'' w DEPTH < 26" THESE I =11 d°. p ° '4 a. , PAD SIZE ;• BARS ARE NOT REQ'D = I :° BARS ARE NOT REQ D 111= ,i °�* a: GRA E 3/4" .._.__ ._. �. e 4 e GRADE ° . e I"I"I �' Y e .' CONIC. SLAB OR > w _ _ a s e e a O w #3 STIRRUPS @ 48 = I I a —= I I #3 STIRRUPS @ 48" — a . OA d °e PAVERS PER PLAN ° ' : q °.I v O.C. WHEN MONO'd O.C. WHEN MONO °' e�I=1 ... .° ° ' °. "' DEPTH EXCEEDS 26" = I '.• .. ' ' .' "�' ___ =I g DEPTH EXCEEDS 26 , _ ' -- III III , .-1 I I— — I „ I I I II q" rr Ar.. � ,; AN COMPACTED ; e .. ds ' c IF DEPTH < 26" THESE _ = q�.r:.,, ,�': "'1'. =I I N IF DEPTH < 26 THESE 20 x$ I — --_ — — I -I I I FILL @ 95%STANDARD ° ' . A,. 8.. '.d A' e —I I I 1. a I i BARS ARE NOT REQ'D - :. THICKENED — — — �;. 4 . d . 'e ' — BARS ARE NOT REQ'D 1= :..a ° — I —I — EDGE W/ (2) #5 —I I I -=I I I=I I -I ► , DENSITY _I i . e L��,.,,•�. r. -: D I— °'• ' e a °.e = (2) #5 BARS CONT. W/ , ,I I=III„ I I - CLEAN COMPACTED (2) #5 BARS CONT. W/ , ; , I I I _ I� CLEAN COMPACTED CONTINUOUS 1 -8 3 COVER TYP. CLEAN COMPACTS d „ 1 -4. FILL @ 95% STANDARD 3 COVER TYP. 1,�„ FILL @ 95% STANDARD FILL @ 95% STANDARD 1 1= — _ =1 3 COVER TYP. DENSITY DENSITY DENSITY AHN THICKENED EDGE @ GARAGE DOOR *FikFOOTING @ ENTRY MASONRY COLUMN to 1 11 A`F2 DEEP MONOLITHIC FOOTING ARN1 DEEP MONOLITHIC FOOTING W/ STAIR OR GRADE 1/4" PER WIDE FOOTING CLEAN COMPACTED FOOT AWAY FROM FILL @ 95% STANDARD O� BUILDING DENSITY .� ELASTOMERIC JOINT FILLER EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"= V-0" 3/4"=1'-0" V J c LD ~ � 0 �+ Z J O �= o �a F W o �� =_j Z o W o 1.L. U) Q � Z 3/4"=1'-0" 3/4 =1-0 - - 0 C 11 0 F- TOP (2) #5 x 4'-0" Z CENTERED AT PIPE PVC OR SCH40 SLEEVE � Z J O PENETRATION O a a — a W _ oc❑�e 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE �14 O O 1 FINISH PER ELEV. CENTERED AT PIPE I l i I I =) ° — I I 0 CONC. SLAB PER „ CO FOUNDATION PLAN 8 C.M.U. FINISH PER PENETRATION _ FINISH FLOOR ELEV. , FINISH FLOOR 00 - I -- d e° d° I I —I F. 0 W Z 0 PENETRATING _ = I I U J a PIPE PENETRATING PIPE =I I III-1 I 1=III-1 I- W �" GRADE —I I I PLAN FOR III- 0 H e a ' : ° 0 r• .: LOOP 71E (TYP.) 2, , •° . 4.. __ I 1 SIZE & REINF. —III PIPE PERPENDICULAR TO FND � _ PVC SLEEVE MIN. I III —III— I I— FOOTING PER PLAN z_I I= 1=1 — 170 _...___..— __.....__ DIAMETER TO BE 2 I-1 I I=1 I L--III- I I (— I I( I =I I IT I I DRAFTING: PIPE SIZES LARGER CLEAN COMPACTED FOOTING PER PLAN —I I —SEE FDNI I I � III ___-- - _._..___ THAN THE FILL @ 95% STANDARD _I (- - — FOR SIZE _ I CHECK: : cc --- PENETRATING PIPE (SIDE VIEW) DENSITY I ;III— IIII ; ( (_ &REINF. JOBCN . TM - 2171184 (FRONT VIEW) PVC SLEE VE I— SCALE: AS INDICATED PIPE VERTICAL THRU FDN DATE: 07/27/2017 AF1 TYPICAL FOUNDATION PENETRATIONS NOT USED D1S COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U W, 1, MIN. (6)1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED, (2) 2x TOP PLATE W/ 2• MIN. (6)1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD WI (3) 12d END NAILS TO LAST STUD PROVIDE STANDARD 4-1/2" MIN, EMBED. W/ SIMPSON SET-XP EPDXY OR EQUIV. USE - 2x6x12 P.T. SYP #2 CENTER TYPICAL TIE BEAM w/ 3000 psi HOOK TxT SQUARE WASHER BUCK SEE PLAN FOR WALL ,_ . CONC. w/(1) #5 REBAR CONT. 1/2" J-BOLT w/ 51/2" EMBED. FRAMING INFO _ 2x P.T. SYP #2 NAILER w/ (1) . 4 STD HOOK 1/4"x2-314" TAPCONS @ 24" BLOCKING PER BRG — 2x PT STUD OR ALTERNATE 1x PT (1) #5 IN TIE BEAM _.. O.C. & 4" FROM ENDS WALL SCHEDULE 4 a4 FURRING TO CMU W/ 2x FRAMING PER 1 1/2 OF OPENING ANCHOR NOT PERMITTED PLAN (1) 05 BAR IN PRECAST MIN. TO BE INSTALLED WITHIN LINTEL 4" MIN. FROM 1-1/2" OF HEAD JOINT TYPICAL FILLED CELL FACE OF CMU °4 w/ 3000 psi CONC. w/(1) (2) #5's VERTICAL IN ----�-- MIN. (6)1/2" DIAMETER #5 REBAR VERT. GROUT FILLED CELL J-BOLTS USING 2"X2" SQ. VERIFY w/ PLAN FOR WASHERS & 5-1/2" MIN, a '.. REQ'D LOCATIONS EMBED. AT EA. 2x6 RT. DOOR _.:.__.._.._....... BUCK, EA, SIDE OF OPENING, FIRST ANCHOR (BOTTOM & CMU WALL PER PLAN TOP) 8" MAX. ABOVE GARAGE - NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL U.N.O. F.F. & 6" BELOW TOP OF. (1) #5 VERTICAL IN " d. BUCK. SPACE REMAINING THREADED ROD PER f (4) EQ. SPACED'" TITEN HD ANCHORS w/ °e • GROUT FILLED CELL (IF -. Uj ANCHORS 24" O.C. MAX PLANS. MIN. 6" FROM MIN. 1 " EMBEDMENT FOR HOLLOW + ; `. REQ'D PER PLAN) END OF BRG. WALL/ ° BLOCK OR 3 1/2 EMBEDMENT FOR SOLID .. '0SYP -- ¢ ¢ - -- 45 DEG. BEVEL CUT 2x6 P.T. MASONRY WALL r BLOCK. MAX. 6" FROM TOP AND BOTTOM •' NOTE: SEE MD08 ON CA) r > o U- CIO #2 BUCK END, 1/2" ABOVE GARAGE F.F., EA. OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ��" LINTEL PLAN FOR __ J m `� � SIDE OF OPENING BASE PLATE °� FROM TOP AND BOTTOM AND 12" O.C. 4 ADDIT'L REBAR INFO 0° P CONNECTION PER BRG BETWEEN NOTE: CONTRACTOR TO WALL SCHEDULE 1 VERIFY BUCK TO CMU • • _ SECTION ATTACHMENT LOCATION$ PT BASE PLATE PER GARAGE DOOR MFR.'S VERTICAL REINFORCEMENT DETAIL fiDO GARAGE BUCK DETAIL WRITTEN SPECIFICATIONS DO BEARING/ SHEARWALL CONNECTION TO CMU PRECAST LIN I ^'"^ PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d 7 NAILS EA. END 2x SPF CONT. BLOCKING ATT 7/16" OSB W/ (2 NAILS 7/16" OSB EA. 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER N THIS SHEET ARCH WINDOW FRAMING DETAILS TRUSSES PER PLAN @ 24" O C MAX n (MAX. 170C) 1 /2"=1'-0" I - LINTEL (SEE PLAN) --- 7/16" O.S.B. EA. S I D I 2x BLK'G. TO O.S.B. ARCM PER ELEV (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B.. (2) - 8d EACH END END VIEW w/ WOOD PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x2 1/4" 12" O.C. 1 3/16" x 2 1/4"1 „ 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 3/1 6" x 3 1/4"1 121, 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: z LOCATION PER PLAN (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF O WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE F- 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE 0- MASONRY WALL PER OF BUCK, LL PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR U EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T.co BUCKS PER W STRUCTURE BY OTHERS IN THIS CASE. SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID W GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS Uj c) ��®®®••®®®•®�� ®®, a: SHEATHING PER PLAN STRUCTURAL s��.• ® ®®°•�oAi U oo TYP. TRUSS TO FRAME SHEATHING �' ®� �+- a� ry®2 00 --� Z 0 V. ® op _ UWj CONNECTION PER TYP. TRUSS TO FRAME e ®Q � U STD. CONNECTOR CONNECTION PER LL NOTES STD. CONNECTOR •'••®� .• ®�,��` -��, W FRAME OUT TO BLOCK NOTES �� ® ®•®`� Q ®•®®• EDGE AS REQ'D FRAME OUT TO BLOCK s�®®®��®�c P�C)�®®� m Q rrlsiltAl! 1/2" J-BOLT OR THREADED ROD W/ (2) 2x TOP PLATE SIMPSON SET-XP (2) 2x #2 SYP SEE PLAN U (2) 2x #2 SYP SEE PLAN EPDXY @ 32" O.C. & 6" FOR BEAM SIZE (ONLY o FROM EA. END. • FOR BEAM SIZE ANCHORS SHALL HAVE IF OPENING PROVIDED 12 MIN. 7" EMBED. TO PER PLAN) CMU & 2" X 2" X 1/8" MIN. 2x4 SPF #2 KNEE N SQUARE WASHERS. WALL w/ STUDS @ 16" U 3� O.C. w/ STRUCTURAL a' o 2x PT BOTTOM i SHEATHING FROM �� o p PLATE TOP OF WALL TO � BOTTOM OF WALL. '• ATTACHED PER y. NAILING SCHEDULE U PRECAST LINTEL OR OTHERWISE SP2 CLIPS G9 U BUILDER FRAME KNOCK OUT COURSE . •.: AT TOP AND SP1 CLIPS ---�- RADIUS AS REQ'D AT BASE ARE REQ'D 0 0 MASONRY WALL z ____ $ aim KNEEWALL AT UPSET BEAM jfi—F6� KNEEWALL OVER MASONRY WALL 3/4"=1'-0° i- -- ROOF SHEATHING v, ATTACH PER NAILING Z C� DOUBLE 2x TOP PLATE SCHEDULE TYP. TRUSS TO FRAME - ----- ADD 2x4 VERTICAL REQ'D @TOP CHORD. `'--- __ CONNECTION PER STD ATTACHMENTS ,y o 0 • ,� Q IF REQ'D, PROVIDE SCAB IN EACH TRUSS 12 CONNECTION NOTES CLOSURE WALL w/ IF NO WEB IS PRESENT SUPPLIED BY A/C SEE SINGLE TOP AND BASE COMPANY PLAN STANDARD TRUSS W (3) 10d NAILS TYPICAL (� EXT. SHEATHING ATTACHED PLATE w/ (2) 16d NAILS TOP CHORD VARIES p+ TO TRUSS. STUDS AT EACH TRUSS Q Z .PER NAILING SCHEDULE FROM � @ � ^ �. TOP OF KNEEWALL TO I I) 24" O.C. & EXT. TRUSS WEBS NOT J J BOTTOM OR SP2 CLIPS AT TOP I SHEATHING INSTALLED 2x4'X' BRACE ACROSS SHOWN FOR CLARITY a V AND SP1 CLIPS AT BASE ARE PER NAILING PATTERN LENGTH OF PRE-ENG.TRUSS PER REQ'D. SHEARWALL - - - - - - 2x4 #2 SYP CROSS PLAN, 24" O.C. MAX 0 4 2x BLOCKING NAIL SCAB TO TOP 2x4 #2 SYP RAT RUN BRACING (AT 45°) W/ ROOFING MATERIAL W CHORD WITH (3) 10d TOP AND BOTTOM MIN I (3) 12d NAILS TO RAT PER ARCHS Q 2 BAYS PAST A/C RUNS. TYP EACH SIDE o LLI Z z MIN 2x4 STUDS @ 16" O/C CRICKET AS REQUIRED NAILS O A/C UNIT AND PAN SEE FRAMING PLAN WK -J LOCATION. MIN (3) BAY MIN. 24" BY SUPPLIER MIN. 24" FOR CONNECTION o %" 2x4 BLOCKING LAP W/ (2) 16d NAILS MAX 48" MAX 48" CONDENSATE INFO F- W 2x P.T. PLATE MAIN SPAN ROOF BETWEEN TRUSSES TO EACH TRUSS. TYP DISPOSAL BY A/C SEE ELEVATION I- w TOENAILED TO SUPPLIER 1/2" J-BOLT OR THREADED ROD W/ TRUSS DOUBLE TOP PLATE w/' EACH SIDE TOP OF MASONRY W SIMPSON SET-XP EPDXY @ 32" O.C. 10d NAILS @ 4" O.C. r -----" ` CONNECTION TO BE LLI & 6" FROM EA. END, ANCHORS �- - - - - - - - - SUPPLIED BY A/C -- ._�- ._ — SEE ARCH PLANS FOR SHALL HAVE MIN. 7" EMBED. TO STANDARD TRUSS COMPANY OVERHANG INFO CMU & 2" X 2" X 1/8" SQUARE TRUSS PER PLAN BOTTOM CHORD WASHERS. - UPLIFT CONNECTOR DOUBLE TOP PLATE .�. (SEE SCHEDULE) TOP KNOCKOUT BLOCKING UNDER A/C SUPPORTS (2) 2x4 #2 SYP FRAMED WALL PER BLOCKING W SIMPSON RE. ELEV. COURSE W/ (1) #5 MASONRY WALL PER PLAN A34 OR LUS24-2 EACH FOR O.H. CONT. PLAN END TYP. SINGLE TIE -BEAM :q W/ (1) #5 CONT. KNEEWALL ABOVE MASONRY WALL WO PERP. SHEARWALL CONNECTION TO TRUSS B01 A/C IN TRUSSES GROUT SOLIDOR- Q 1 J.=1'-0" 3/4"= V-0" 3/4"=1'-0" z "O.C.FOR KNEE WALL PRE -MANUFACTURED FLUE PER MANUF. o O M , Q 2x STUDS @ 16 O C O CHIMNEY CAP SPECS W/ 2" MIN, WINDOW PER > � �-- OLSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT CLEAR BETWEEN FLUE FLOOR PLAN Z Q B ROOF SHEATHING FOR STRAP F TOP OF CHIMNEY MIN. & FRAME S Z j „ J 2'-0" ABOVE A POINT O C CONT. ROOF SHEATHING NAIL PER PLAN WITHIN 10'-0" OF THE GALVANIZED FLASHING CO Q Uj NEAREST ROOF PRECAST CONC. OR W PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D EXT. SHEATHING POWERS STEEL SILL W � 1 (1) SPH4 EVERY ATTACHED PER O OTO TOP CHORDS OF TRUSSES BELOW WHEN OTHER STUD TO NAILING SCHED. TYP. @ ALL WINDOWS O 00 0 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS DOUBLE TOP PLATE C4 BELOW AND CONNECT w/ HTS20 @ 32" O.C. a .. 2x4 FRAMED CRICKET �� EXT FINISH PER PLAN � 2x4 VERTICAL @ 24" W/ GALVANIZED ' �� L., Q W Z E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O.C. MAX, w/ (4) 10d O FLASHING � U Q O . NAILS TO BOTTOM + + H A CHORD & (3) 10d NAILS F�.o "W'i Q (7 = F 2x PLATES OVER ROOF DECK PER VALLEY K TO TOP CHORD; NOTE . M, MAIN FLOOR O �' F— O FRAMING DETAIL IF WALL HEIGHT IS BETWEEN 4FT & 8FT (4) 16d COMMONS ELEV 0'-0" a DOUBLE TOP PLATE B + + NAILED O EACH END CONC. SLAB - ` ".� `. O USE 2x6 SYP #2 STUDS + VERT REINF. BEYOND SEE FOUNDATION I I STRUCTURAL ENG CFG / BAD OSIMPSON H3, H4, OR H5 @ EA, END OF TRUSS OR GALVANIZED FLASHING 2x4 BLOCKING W/ (2) PLAN FOR MORE INFO - - j 1-- H C 1 COMMONS END �_� �- DRAFTING: 6d C ONS RAFTER 2x4 BLOCKING W/ (2) +++ 2 AI LED TO VERTICAL11- COMMON TRUSS PER PLAN OR CONY. FRAMING w/ E 16d COMMONS END 17 MASONRY WALL PER � STK: cc OSTRUCTURAL SHEATHING PER PLAN AND ROOF NAILED TO VERTICAL PLAN QC CHECK. CC FINISH PER ARCHSFIN 2x4's + + SEE FOUNDATION JOB No. TM - 2171184 DETAILS FOR FTG INFO CURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G + SCALE: AS INDICATED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER TRUSS PER PLAN NAILED @ 6" O.C. STAGGERED DATE: 07/27/2017 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D M0 CHIMNEY FRAMING DETAIL SO TYPICAL ONE STORY CMU WALL SECTION .,_ NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE _ TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. ._ COPYRIGHT MCD 2014E 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. FO DORMER FRAMING DETAIL 1 /2"=1'-0" 3/4"=1'-0" SEE TYPICAL HEADER SHEATHING PER PLAN FRAMING DETAILS FOR TYP. TRUSS TO FRAME TYP. ADDITIONAL PER INFORMATION STD. CONNECTOR (HEADER CAN BE NOTES EITHER UPSET OR DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D '.x W/ (2) 16d TOE NAILS EACH END 2x BUCK DETAIL 3) 16d COMMON (2) 2x PLATE ----'' JAILS (TYP.) (2) 2x TOP PLATE MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ WALL WITH STUDS @ SPF CONT. 16" O.C. W/ 2 2x #2 SYP SEE PLAN ( ) 16" O.C. W/ .x4 3LOCKING ATTACH TO STRUCTURAL FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SHEATHING ON BOTH V16" OSB W/ (2) 8d SIDES FROM TOP OF SIDES FROM TOP OF JAILS WALL TO BOTTOM OF ) BUILDER FRAME WALL TO BOTTOM OF V16" OSB EACH SIDE, BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER N/ 6d NAILS @ 16" O.C. NAILING SCHEDULE NAILING SCHEDULE 12 (TYP) SEE ELEV. CO SIDE & TOP NAILER OTHERWISE SP2 CLIPS ?x BUCKS, AT TOP AND SP1 CLIPS I i AT BASE ARE REQUIRED fiFO'�KNEEWALL AT DOWNSET BEAM NAIL SCAB TO TOP IF A/C IS SUSPENDED CHORD WITH (4) 10d FROM TOP CHORD (2) NAILS 2x4 #2 SYP BLOCKING 3/4"=1'-0" WHERE O.H. IS > V-0", DROP SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. 2x4 BLOCKS, (2) 16d O.C. O.C. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. TO RUN BACK TO 1ST COMMON SEE ELEV. FOR NAILS @ EA. END. NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BLOCK ADJ. BAYS SHEATHING NOT REQ'D SHEATHING NOT REQ'D BRACING IS TO BE OR BETTER SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) CONNECT TO DROP GABLE WITH EA.DIAG. AS SHOW FASTEN ROOF TO BE CONT. @ THE TO BE CONT. @ THE H2.5 CLIP. MAX 2'-0" O.H. % SHEATHING TO TRANSITION FROM TRANSITION FROM BLOCKS w/8d NAILS .......... X BEAM TO GABLE WALL TO GABLE X @ 6" O.C. TRUSS TRUSS CONT. 2x4 DOUBLE 2x TOP PLATE 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD FASTEN SIDE WALL BAY REQ'D W/ BEAM PER PLAN SHEATHING PER PLAN. STRONGBACK, SEE SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION (5) 16d NAILS BRACE CHART TO BLOCKING F_GABLE BRACING EXT. SHEATHING; SEE CHART SIMPSON H10A ATTACH PER PLAN DIAGONAL TO TOP PLATE PROVIDE 2x4 BRACETO r FASTEN . ADJTO . DIAG. DIAG. w/(2) STRONGBACK IF REQ'D FRAME WALL CONNECTION 16d NAILS. PER CHART (5) 16d NAILS BRACE I I NOTN, TO BLOCKING GABLE BRACING @ 48" :r O.C. NOT Pr-r,'n A' iA 'a DDnX/1r)C lyj Q0Ar1[ FROM EAVES GABLE END TO EA. ADJ. DIAG. SHEATHING FASTEN FASTEN TO DIAG.w/ Hf J 450 PER PLAN. 16d NAILS. CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 7" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ 10 EACH END AND 32" O.C. 24" O.C. FOR FALSE BM MAX, ATTACHMENT w/ (3) 10d 0 TOENAILS EA. END U) z _j D PROVIDE 16d NAILS zo I _j GABLE END TRUSS TO 2x TOP PLATE TO PLT,@12" O.C. MAX. xGABLE END W/ 16d r'n 0 II < NAILS @ 6" O.C. 00 4 0 FRAMING FOR FALSE ----X rL i CMU WALL OR LINTELBEAM, IF REQ'D w/ (3) BELOW HGA10KT @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE W/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP —z PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' rGE_0)GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" ------- 0. C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB-91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/411= 1 1-01, 2x4 BLOCKING @ EA. OUTLOOKER (MAX. ROOF SHEATHING 2'-0" MAX. SPAN 2'-0") w/ (2) 16d END NAILS EA. END RAKED DOUBLE TOP PLATE CEILING NAILER AS I mr-W U 2x8 #2 SPF STUDS @ 16" O.C. TYP. W #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING I 1_ V-9" MAX. 3/4"=11-0" M A GABLE BRACING CHART H GABLE BRACING_t+) UP TO 4'-8" NO BRACE REQUIRED 4f-8f'< H!6- T-O" (1) 2x4 BRACE 7'-0" < H,! 9-4" (2) 2x4 BRACE (SEE SECTION A -A) 91-41' < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-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 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF >< REQ'D, SEE CHART Lal—Li A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ 81, O.C. GABLE END BRACING 3/4"=11-011 PROVIDE 2x BLOCKING FOR NAILING 2X4 t5LVt,^1NU (/-) I 016d NAILS PLT TO NAILS, TOENAILED STUD TOP & BOTTOM. EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS. PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/ (2) 12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR 2X4 LEDGER W/ (2) 1 Od DOUBLE TOP PLATE OUTLOOKER TRUSS PER PLAN WEB NAILS @ EACH WEB HEADER PER PLAN IF Fz EXTERIOR SHEATHING. REQ'D. MIN (1) JACK& TRUSS PER PLAN ATTACH PER PLAN (1) KING STUD w/ SIMPS. g a. FROM TOP OF WALL LSTA18 HEADER TO Uj TO BOTTOM STUDS TYP. BASE CONNECTION 2x8 #2 SPF STUDS AT SHEATHING PER PLAN 16" O.C. 1/2" x 8" J-BOLT @ 32" O.C. AND 6" FROM EA. DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN 7 PLATE W/ 1/2" x 8" ANCHOR BOLT OR MSTAM-24 TYP. EA. LINTEL SEE PLAN IN CMU. OR SIMPSON TITEN HD @ 32" O,C. & SIDE OF EA. STUD. META16 " FROM EACH END 6 CENTERED BETWEEN FRAME AND CMU SEE WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING 2x8 RIDGE BOARD j— SIMPSON DTC, (2) 8d 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP ...... 1_1 "I I PLATE 2x6 RAFTER TO 2x8 o RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 24's @ 24" O.C. MAX. FASTEN SYP OR SPF V 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SIDS SCREWS TO TOP — — — — — — — — — — — — — CHORD OF EACH r TRUSS BELOW FASTEN CONV. 2x 4; VALLEY RAFTER FRAMING (OR PRE-ENG JP VALLEY TRUSSES) TO J 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. FIELD -FRAMED VALLEY DETAIL 1/2"= 1 1.011 COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive propel W F- rHING PER PLAN ;E O.H. IS > V-0" END GABLE w/ JOKERS @ 24" z 0 RUN BACK TO 0 DMMON TRUSS (3) 12d TOENAILS. CL ECT TO DROP =_ WITH H2.6 CLIP. 0 '_0" O.H. U) W 2x4 5, 24" O.C. END THING FASTEN LAN LLJ E AS REQ'D )ON H10A DIAG. TO BLOCKING %0%1111111111iff Uj (D .11k, . ce) CL 00 0 ".0 Ui 00 Cj Z a IL PROVIDE 2x BLOCKING \* 0 0 Uj ao _j r <GABLE BRACING@ 48" FOR NAILING icr , O.C. MAX. 450 FROM d d. 0: Uj HORIZONTAL (+/- 10') Colo z BRACE NOT REQUIRED < W 6' FROM EAVES. TRUSS PER PLAN 0 P U_ SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES U BETWEEN TRUSS BAYS o 0 @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; dory FOR REQ'D MAY ALSO BE C� CONNECTIONS MASONRY) o 'NOTE: GABLES SPANNING LESS THAN 8" DO NOT REQUIRE BRACING' a U 0 z z_ _ s Qm rGEGABLE END @ FLAT CEILING W/ BOSTON HIP 0 (2) 2x TOP PLATE IVJz SEE GE02/SD3 FOR 8d NAILS @ 4" O.C. J 0 OUTLOOKER OR CONV, FRAME OR W HEADER PER PLAN; SHEATHING VALLEY TRUSSES PER < 0 SEE HEADER CANTILEVER PLAN 0zs SCHEDULE & NOTES W 0 do FOR ADDT'L INFO. 0.❑z SIMPSON LSTA12 OR SP4 CONNECTORS @ 24"o.c. IF HEADER WITH GABLE TRUSS J U) UPLIFT SPAN 4'-6" OR z R_ • MORE. EXT. SHEATHING; wr 0 ATTACH PER NAILING 2x DOWNFRAME TO SCHED. DOOR AS REQ'D (2) 16d NAILS TO EA. t; LU Z z COMMON TRUSS z _j 2 0 22, F- Uj SIMPSON META16 @ LU 32" O.C. GABLE TRUSS MAIN SPAN ROOF LU 1/2" THREADED ROD TO MASONRY. AT TRUSS _r EA. SIDE OF HEADER WOOD WALL U) • (CENTERED Win TOP LOCATIONS USE UPLIFT CONNECTOR PLATE & 6" FROM JAMB LSTA1 8 OR MTS1 2 @ (SEE SCHEDULE) STUDS) w/ MIN 7" 32" O.C. MASONRY WALL EMBED. INTO SLAB SHOWN, SEE PLAN ONLY REQ'D @ BRG FOR WOOD OR WALL W/ UPLIFT MASONRY r k GE 0 GABLE END AT VALLEY FRAMING 3/4"=11-011 z 0 HEADER STUDS PER HEADER SCHEDULE 0 U.N.O. ON PLANS Z 0 0 Uj pp pp ATTACH JAMB STUDS 0 R TRUSS PER PLAN PER WF08/SD4 V) Q 0 a* TRUSS PER PLAN 0 C4 TRUSS PER PLAN DTC CLIP, (2) 8d NAILS .. IM INTO BLOCKING, (2) I 0 W j Z W 3/16" x 2 3/4" TAPCONS >_ 13 0 IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 AT 24" O.C. . . . ... ...... P.T BASE PLATE < 0 0 2 @ 24" O.C. W/ (2) 12d ri END NAILS @ EACH j= STRUCTURAL ENG: CFG / BAD -STRUCT: TNA QC STD CONDITIONU-KAMLWALL btkKINU CONDITIONQUVLMALL _JOCHECK. ------- cc B No. TM - 2171184 ------ SCALE: AS INDICATED DATE: 07/27/2017 A P\ F�O NON -BEARING WALL CLIP DETAIL FOTYPICAL HEADER DETAIL 1\1'_� 3/4"=V-011 1/2"=11-011 ty of MONTA CONSULTING & DESIGN, OF WIVIR & ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent ofIVIONTA CONSULTING & DESIGN, OF WIVIR &AE END. 1 4 WALL SHEATHING PER LAY 2x4 BLOCKINGOVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS AT 24" O.C. NOT USED SD3 ,SOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN5.16Z W/ (12) 16d NAILING W/ (2) 10d NAILS 3" O.C. (FOLLOW NAILS TYP. TOP & ROT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS ATTACW 2x4 STUDS TO • _ (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOPA. WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE THEN (2) ROWS 10d LOCATIONS) ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND ----�1 �$"tij� w I I AGAINST 2x8 STUDS N ATTACHED PER N M/N (WF08/SD3) • OVERLAP TOP PLATE AT CORNER 10d x 3" COMMON OPP. • SIDE z TOP SPLICE DOUBLE 2X4 TOP NAIL BOTTOM PLATE 0 ATTACH 2x8 STUDS TO O PLATE TO EACH PLY OF BUILT ? I I a TOP PLATE W/ (4) 12d U v7 ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL UP COLUMN BELOW W/ ¢ co TOP PLATE W/ (3) 12d • • AT ALL LOCATION (2) 10d NAILS TOE -NAILS TYPICAL AT 00 ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE (2) 2x4's (2) 2x6's 6FO�TYPICAL TOP PLATE SPLICE @BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL BUILT-UP STUD COLUMN DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 GOMMON p 2 1/2" Z 1 1 /2" iZ N N 10d x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE 3/4 =1'-0" 1-1 /2"=1'-0" 2x DBL TOP PLATE MIN. 15/32" EXP 1 SHEATHING SHEATHING PER PLAN BEYOND 2 INSTALLED VERTICALLY. O � NAIL SHEATHING AT FRAME WALL BOTTOM PLATE 3/8 NOTE: SOFFIT FRAMING & LEDGER NOT u- Z AND AT FLOOR TRUSS TOP & BOTTOM PLATES USING REQUIRED WITH ALUMINUM SOFFIT U.N.O. BY — = - _ 1� U 0 J (1) ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING SOFFIT MANUFACTURER'S SPECIFICATIONS. g FF I a Z � NAIL AT TOP PLATE USING (2) ROWS OF 8d COMMON OVF'90 20VF `90 II _,---t� I I II II II p Q U- NAILS @ 3" O.C. x<FN�' aw 0 <F ��aA �'o W z r f�3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d 1/2 A 1/2'` G`T��S ROOF SHEATHING, II I I II II II o o r a u7 Z OP S FASTEN PER PLAN O SS it 0 W COMMON NAILS @ 3"" O.C. :t=7j— e oy FOy III III II I I I WALL SHEATHING O ® NAIL INT. W/ 8d COMMON NAILS @ 12" O.C. & NAIL III III II II I SPLICE, SEE SPLICE EDGES 6" O.C. U.N.O. ON PLANS A " " DETAIL. MAX 1/$ 1/2 2x4 FRAMING @ 24 III OPENING III I I II LI SPACE BETWEEN w w 5 STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d O.C. MAX. O DOUBLE NAIL EDGE SPACING 2x SCAB w/ tOd NAILS III III 4 11 PANELS w COMMON NAILS @ 3" O.C. PROVIDE 4 10d 3 Co OUTSIDE (2) 2x4's Z w d 0 z a u7 So EDGE DISTANCE PER r I#r— INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. H Q 10dx3" O tY to 10d x 3" OPP. SIDE W 0 kNCE PER ROOF SHEATHING, FASTEN PER PLAN I>; � W LL ®� 1 6 ' 0Li 9 @� Qo ` 1= co Ft 4t®Aalloa'e�® 2x4 #2 SYP CONT. w/ (2) PROVIDE (4) 10d x 3" 16d COMMON NAILS � l NAILS AT JOINT A STUD R TRUSS V _ @ 4 O.C. ( ) x E . O �, p III 3 I I I II II U) © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP, (MAX; PER-ENG TRUSSES HEADER W/ 8d COMMON NAILS @ 3" O.C. (2) ROWS @ 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, w col �. a /"� O III TYP. III II II II U_ O TOP & BOTTOM STUD PER PLAN 4 O.C. USE (2) 1/4 TAPCONS ���f v III AROUND III I I II II 2x STUDS BEYOND, r � SHEATHING SPLICE, @ F21 d N OPENING SEE PLAN FOR MORE X U' 7 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION w/ MIN. 2" EMBED. @ d� III III II II II � Q rl PER-ENG TRUSSES � a� Q INFO r Z r O VERTICAL MEMBER 1F GABLE END SHEATHING & PER PLAN 2x FASCIA PER PLAN 2x FASCIA 24" O.C. IIIT 71--71— III II II I _ (0 III I I I II I II I II II II �- W 0 III I I I II I II I II II II a 0 0 I_JL ILL_ J �� �l� -- — ®�1L__I�. _. ------- p w0 — 7 FLOOR SYSTEM O CUT TO FIT 1 2x BOTTOM PLATE OPENING SIZE op BEYOND SEE PLAN SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE L 1 3/4"=1'-01" BLOCKING 11 GYPSUM WALLBOARD O Z CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) $d TOE NAILS MM JOINT, MAX. 1/$ GAP LEDGER TO LEDGER TRUSS PER PLAN h-� U o ° 2x4 PT LEDGER W/ PER PLAN 2x4 LEDGER W/ (2) 16d 4 NAILING PER 1/4 x4" TAPCONS @ 12° 2x FRAME WALL PER NAILS @ 16" O.C. O StiG�� SCHEDULE O.C. PLAN U 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR FLATWISE (2) 16d O.H. SIZE O.H. SIZE WOOD/MASONRY Z WALL OR TRUSS, SEE 4� NAILS EACH END PUCE DETAIL CONDITION CMU WALL CONDITION FRAME WALL PLAN(TRUsss"OWN) -�- SHEATHING S @ � NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF F1 TYPICAL SCAB OVERHANG D02 LEDGER LOW ROOF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR �NAILS DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END CONNECTION CONNECTION EACH END SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE ++ @ EACH STUD 12d NAILS @ EACH END 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL PRE -ENGINEER SIMPSON LSTA30 W/ 2xl2 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. 2x4 #2 SPF ROOF TRUSS - SEE (22) 10d NAILS (ALL Z X @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS SPACING EXTERIOR SHEATHING STRAP AROUND w LINTEL w/ (2)ROWS OF * ++ �. + (4) 12d NAILS EACH EACH END SEE PLAN FOR NAIL PER PLAN, TALLER STUD) w � 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. EA. TRUSS MEMBER CONNECTION 16 O.C. MAX. TRUSS w/ (4) 12@ AILS 2x8 w/ (2) 10d NAILS @ I STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL x 2x BRG WALL, SEE PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TOENAILS INTO OTHER TRUSS TRANSOM BETWEEN SEE WALL CLIP DETAIL d FOR MORE INFO SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I I LINTELS LINTELS 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 U.N.O. I I 2x6 #2 SYP P.T.CONT. 2x6 #2 SYP PT CONT. .d w/ (2) 1/4" x 3%�� "" 2 w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. ' TAPCONS @ 12" O.C. ° SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY STUD ATTACH 2x TO VERTICALLY VERTICALLY 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD 2x8 w/ (2) 10d NAILS @ EACH VERTICAL POCKET SGD SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR STAGGERED @ 8" O.C. ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY U.N.O. CONNECTION BUILDER BUILDER BUILDER fiF�lSECTION @DOUBLE BEARING fiF1 STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER w/ TRANSOM S02 HEADER @ POCKET SLIDER w/ TRANSOM S03 HEADER @ POCKET SLIDER 3/4"=1'-0"" 3/4"=1 "-0", 1 /2"=1'-0" BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. EXT. BEAM PER PLAN PT POST PER PLAN LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d NAILS PER PLY EXT. BEAM PER PLAN HTS20 CLIP FROM POST TO BEAM PLAN VIEW @ TOP OF POST PT POST PER PLAN ABU POST BASE PER PLAN 0 5/8" THREADED ROD w/ .0 '• NUT SET IN ADHESIVE \ a• a II �. l a I a a SEE FOUNDATION �. 4,1 PLAN FOR ADDITIONAL TL_ 9 i INFO SIDE VIEW @ BASE OF POST CDO CORNER COLUMN FRAMING V, Z o � � 06 CP W z�.� J SEE TRUSS PLAN FOR * 2x8 TO UNDER SIDE OF Z 4 MORE INFO & * * ROOF SHEATHING 0 CONNECTION * U N + W �W Z 2x8 #2 SPF VERTICAL =_ —j Z" 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. W 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER W SHEATHING PER NAILING SCHEDULE & NAILING SCHEDULE & 64 (4) 12d NAILS EACH (4) 12d NAILS EACH TRUSS MEMBER (TOP _ TRUSS MEMBER AND BOTTOM CHORDS U) ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2)10d NAILS @ EACH VERTICAL POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER yq FSO4N HEADER @ POCKET SLIDER ,Q 1 /2"=1'-0" 1 /2"=1'-0" Z, 1 0 0 11 M ZZJO T QLLj Let 0000 O 1 M N OJZ Uj W ° 0 GONNOWENOW 0 O H H W CL STRUCTURAL ENG CFG / BAD DRAFTING. -3TRUCT: TNA QC CHECK: CC _�.. JOB No. TM - 2171184 SCALE: AS INDICATED DATE: 07/27/2017 3/4"=l'-0" 1 /2"=l'-b" z5U4 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 41/2" SIMPS. SIDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS v EXTERIOR WALL/TRUSS (2) 1/4" X 3'/z" SIMPS. SD; SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) 12 1/4" x 2 3/4" TAPCONS Al 12" O.C. SEE PLAN SIMPSON H3 CLIP --- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR TO STUDS OR BEAM w/ 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. SIDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 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 SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL NOT USED 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 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 NOTE: STRAPS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS HEADER SIMPSON SP4 w/ (6) 10d F�<<s x1-1/2" @ 24" O.C. (USE z tiFFr SP6 @ 2x6 STUDS & O SP8 @ 2x8 STUDS) I_ CL — (2) 2x SPF TOP PLATE ry U.N.O. ON PLAN 0 HEADER - SEE 2ND co W FLOOR PLAN FOR MIN. Uj HEADER SIZE & REQ'D JAMB STUDS IF HEADER IS UPSET AND WINDOW IS W LOWER: (1) 2x SILL PLATE w/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS TOE NAILS AT EA. END TOENAILS. OPENING ' BARRIER (FELT PAPER 3/4"=1'-0" 3/4"=1'-0" LESS THAN 4FT:(1) 2x �� OR SIM IS PROVIDED TOENAILS. ®® ®�'., ••• � ®o - SEE ARCHITECTURAL ) OF SILL (MAX OPEN G LARGER THAN 4FT: (2) �M�9�1B®�®�9 W M PLAN FOR OVERHANG HDR. PER PLAN WIDTH 4'-0"). USE A35 2x SILL PLATE w/ A35 2 2x SILL AT WINDOW O®� ®� ®•®� s W oo INFO 2x STUDS, SEE I REFER TO PLAN FOR f) LARGER THAN 4FT: (2) •®• •®• 5" �-.. Y 2x 2ND FLOOR STUDS CLIP AT EA. END FOR CLIPS EACH SIDE w/ 2x W/ 2x CRIPPLE STUDS 'Z` ®• •• ®� ® r- � Q FRAMING PLAN FOR BUILT-UP COLUMN SEE PLAN FOR MORE _ 2) SIMPSON LSTA18 OPENINGS GREATER CRIPPLES 16" O.C. 2x SILL PLATE w/A35 ®•�� •� .L = Z f @ AT EA. END NAILED TO WINDOWAS SPACING AND GRADE INFO. STRAPS CENTERED THAN 4' BUT LESS w/ 2 10d TOENAILS CLIPS EACH SIDE w/ 2x • U3 �� Q U @ f) STUD PACK W/ 10d SCHEDULED AND SEE ARCH PLAN BEARING WALL PER A A FLOOR W/ (14) 10d THAN 6' T&B (PLYWOOD CRIPPLES @ 16 O.C. �. -� TO VERIFY SIZE NAILS 8 O.C. THEN o • ui Q PLAN BEYOND NAILS SIMPS. MSTAM36 w/ SHEATHING REQ'D @ 1 w/ (2)1Od TOENAILS 0 EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 6 O.0 T&B (PLYWOOD Z PAN INT. FINISH PER PLAN COLUMNS 7 1Od NAILS & 4 1/4" T&B • •• �'� -°� d 0 PAN FOR FLOOR f) f) ) ATTACH SILL w/ (2) 10d SHEATHING REQ'D d' ®•• 5 y- p MID -HEIGHT BLOCKING SYSTEM INFO. x 2 1/4" TITENS; IF SEPARATE SHEATHING TOE NAILS AT EA. END T&B ®®o •••`�•®•® ��i®�® W J 2x BOTTOM PLATE w/ PER BEARING WALL FLOOR TRUSSES ARE UNDER WINDOW OF SILL (MAX OPEN'G ) o®® P�® m LL 3 2x STUDS 20"- 26" DEEP, � " ®®®® ®®®®® U.N.O. BLOCKING (2) 12d AT 12" O.C. I SCHEDULE. ATTACH 2x STUDS W/ f) USE WIDTH 4-0 ). USE A35 B�►Bpp9A�® 3/4" FLOOR SHEATHING 1/2" DIA. THREADED (2) SIMPSON LSTA18 {2) 16d NAILS @ 6" O.C. SIMPS, MSTCM60 CLIP AT EA. END FOR ROD WITHIN 6" FROM STRAPS CENTERED @ STRAP w/(20) 16d INSULATION PER PAN ATTACHED PER ( COL; SEE BRG WALL/ FLOOR w/ (14) 10d OPENINGS GREATER SINKERS & (14) 1/4" X 2 THAN 4' BUT LESS CALIFORNIA CORNER A -A THAN 6' O NAILING SCHEDULE ( NAILS ` • 1/4" TITENS INSTEAD. SEE DETAILS WS10, 2-STORY WALL f2) SIMPSON LSTA18 (IF TITENS ARE NOT tN WS11 OR WS13 FOR FLOOR TRUSSES SEE I SECTION FOR MORE 2 SIMPSON META16 STRAPS CENTERED @ LINTEL COURSE OR \ ADDITIONAL INFO. O FLOOR W/ (14) 10d 2x TOP & BOT. SIMPSON LSTA30 w/ PLAN FOR DEPTH AND FLOOR TRUSS TO INTO FILLED CELL USE INFORMATION THIS NAILS (11) 1pd TO STUDSJly Cr RIBBONS, CONT. SHEET DIRECTION REFER TO MASONRY WALL 1/4" X 1 3/4" TITENS) ABOVE PLATE U.N.O. U �3� o NOTE: ALL FLOOR x .:': ,: e r,..., . FOUNDATION PLAN (3) 2x STUD PACK NOTE: ALL FLOOR ' FOR FTC. EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P,T. IF TRUSSES TO BE P.T. IF = :•a:. r':;1 .. — — O z INFORMATION MM NO MOISTURE FLUSH W/ FACE OF SCHEDULE NO MOISTURE SEE FRAMING PLAN W V o O BARRIER (FELT PAPER T' '' ' ' ` , I MASONRY ATTACHED BARRIER (FELT PAPER .. PER NAILING ATTACH 2x STUDS W/ FOR FLOOR OR SIM IS PROVIDED OR SIM IS PROVIDED cE -" I=I f I= SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. CONNECTION z 4 (4� 2x STUDS SEE FRAMING PAN BEARING "" IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR StiG� 0) 1/8 GAP BETWEEN Z�9ti V SEE PAN SHEATHING AND STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE CONNECTION CMU WALL BELOW PER DETAIL WCDICATED O LINTEL AS PER PLAN SIMPSON MSTC40 W/ 36 16d SINKERS. IF FLOOR ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR f ) BELOW JAMBS BEAM O MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/ FLOOR SYSTEM DRAFT SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d PLAN 5D6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 X" TITENS TO MASONRY ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO FT MAX: DRAFT LINTEL AS PER PAN STOPPING MATERIALS SO TYPICAL TWO STORY COL. GIRDER SO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM . e MIN THICKNESS SHALL ri WD. HD. HT. BE 1/2" GYP BOARD OR 3/4"=V-01, 3/4"=1'-011 3/4"=V-0" 3/4"=1'-0" SEE PLAN 15/32" OR 7/16" OSB. rr ^� ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER VJ TRUSS w/ 8d NAILS AT 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING TRUSS O.C. TOP AND ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 ATTACHED PER DETAIL WF10/SD4 J Z PRECAST CONC. OR BOTTOM CHORDS NAILING SCHEDULE NAILING SCHEDULE NAILING SCHEDULE SHEATHING PER PLAN ( 2x STUDS , SEE 2x STUDS, SEE UNDER WINDOWS AND ATTACH PER NAILING to POWERS STEEL SILL 2x STUDS SEE SCHEDULE, TYP. @ ALL WINDOWS 2x4 #2 SYP BLOCKING FRAMING PAN FOR FRAMING PAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN CONTINUOUS FROM 0 g H PLAN RIBBONS w/ SIMPSON SPACING AND GRADE TOP OF TOP PLATE TO � 06 � � E•n � , TOENAILS EACH END AND SEE ARCH PAN SYS. 42 FLOOR AND SEE ARC AND SEE ARCH PAN GIRDER TRUSS PER U' J. TO VERIFY SIZE @ "" TO VERIFY SIZE A35 EA. END BOTTOM PLATE. Q,J. TRUSSES 24 O.C. TO VERIFY SIZE PLAN Z 2x4 #2 SYP ANGLE 2x BLOCKING FOR BEARING WALL PER H 2x BOTTOM PLATE W/ (MAX) 2x BOTTOM PLATE W/ 2x BOTTOM PLATE W/ ., w EXT FINISH PER PAN AGAINST TRUSS 2 12d @ 12 O.C. SHEATHING/ DRYWALL PLAN J O " (2) 12d @ 12" O.C. ATTACHMENT w/ 2 12d (2) 12d @ 12" O.C. VERTICAL @ 48 O.C. ( ) W/ 3 12d NAILS EACH TOENAILS EA. END U) V f) 2x SYP #2 RIBBON (MIN Zi VERT REINF. BEYOND END PRE-ENG FLOOR 2x SYP #2 RIBBON (MIN PLATE E BOTTOM O �a TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM (2) H5 EA. FLOOR 16d NAILS; BOTTOM U r- WALL STUDS 16" RIBBON TO BE PT IF TRUSS TO DOUBLE Q MASONRY WALL PER '�.•a � , S UD @ RIBBON TO BE PT IF U) BRG DIRECTLY ON BOTTOM PLATE, SLIT o LU ZO PAN SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON CMU FLOOR DECKING TO o F�- �. CONC. SLAB - TRUSSES @ 24" O.G. EACH END SEE CMU _ SEE FOUNDATION (MAX) CONNECTOR SEE TRUSS LAYOUT (2) ROWS 8d NAILS @ FOR HANGER ACCOMMODATE O 5 PAN FOR MORE INFO ? ' "" STRAP f- -� . "" ' SCHEDULE FOR FIN, FLR. 1/2 GYP. CLG BD OR � � '� 1/2" GYP. CLG BD OR � • � (2) ROWS 8d NAILS @ 3 O.C. TYP. WALL � �.�. CONNECTION (1) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA.Uj (1) 5/8" TYPE ��X�� WHEN ` r a IN GARAGE (1) ROWS 8d NAILS @ IN GARAGE r SHEATHING TO I SEE PLAN T EV RR RIBBON 2x RIBBON OR V I. 3 O.C. WALL BOTTOM RIBBON SIMPSON META16 AT CAN L E _ GRADE :y .� MASONRY WALL PER MASONRY WALL PER BLOCKING w/ (4) 16d PAN PAN. I;. SHEATHING TO �. MASONRY. SIMPSON ' : OR (3) 16d TOENAILS BOTTOM PLATE MAX. 1 /8" GAP MTS 12 OR (2) H2.5A AT � �- SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR FRAME NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF MAX. 1/8 GAP TRUSSES TO BE P.T. IF BETWEEN SHEATHING TRUSSES TO BE P.T. IF NO MOISTURE BETWEEN SHEATHING NO MOISTURE & CMU MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER & CMU BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER PT SILL PLT. IF SCHEDULE OR SIM IS PROVIDED TRUSS PER PLAN 2x4 OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED fis__ON TYPICAL TWO STORY SECTION fis—ikTWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION fisfk FLOOR TRUSS TO GIRDER CONNECTION ,Q o 3/4"= V-0" 3/4' = V-0" 3/4"= V-0" 3/4"= V-0" 3/4"=1'-0" Z C 11 M 0 � 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONTINUOUS TO - Z J 0 BOTTOM OF FLOOR TRUSS, CONTRACTOR TO 0 w INSTALL SIMPSON LSTA18 STRAPS FROM EA; LU STUD TO TRUSS 0 Y CONTRACTOR TO PROVIDE SEE ARCH DWGS FOR 0 ADEQUATE WATERPROOFING. TOPPING INFO 0 0 0 NO CONCRTE SLAB PERMITTED N HANDRAIL BY OTHERS (� Uj --� Z .......".� a I 3/4" PLYWOOD FLOOR 0 = �- DECKING ATTACHED PER SLOPE I I NAILING SCHEDULE SLOPED BALCONY FLOOR Ra Cl- TRUSS (12" TALL) (60/15/6 MIN. LOADING) W/ LU526 OR LUS46 TO LEDGER STRUCTURAL ENG: CFG /BAD DRAFTING: SEE PAN SEE WS11/SD5 FOR SIM. END t� CONDITION STRUCT:- -- TNA ---- 2x12 #2 SYP CONT. LEDGER W/ LINTEL PER PLAN QC CHECK: CC SEE WS10/SD5 FOR " (3) 1/4"x4-1/2" SDS SCREWS �'`' JOB No. TM - 2171184 ADDITIONAL INFO -,'" EQUALLY SPACED VERTICALLY r.. @ 24" O.C. AND @ EA. END::+ SCALE: AS INDICATED VERTICAL (MIN. 2" FROM T&B) DATE: 07/27/2017 SECTION AT BALCONY NOT USED 3/4"=1'-0" SD5 ATTACH / I L PLATE CONNECTIONS SIMPSON MSTAM36 DOUBLE 2x TOP PLATE �— DOUBLE 2x TOP PLATE SOLID SHEATHING @ TYPICAL TRUSS TO STRAP W/ (10) 1Od TO 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER FRAME CONNECTION. STUDS & (8) 1/4" X 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 w/ (6) 1Od SEESTANDARD TITEN ATTACHED PER ATTACHED PER ���` �y6Fr SE CONNECTOR NOTES TO/4" LINTEL COURSE. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA30 SP6x1-1/@ 2@x6 STUUDS & SIMPSON LSTA30 USE SIMPSON STRAP (MAX 10° SP8 @ 2x8 STUDS) STRAP (MAX 10- MSTCM60 STRAP W/ ANGLE) W/ (22) 1 Od ANGLE) W/ (22) 10d REFER TO PLAN FOR (20) 16d SINKERS & (14) NAILS. BEND STRAP (2) 2x SPF TOP PLATE NAILS. BEND STRAP BUILT-UP COLUMN 1/4" X 2-1/4" TAPCONS OVER TOP PLATE MIN. U.N,O. ON PLAN OVER TOP PLATE MIN. INFO. FOR TRUSSES 20" TO 3", THEN RUN DOWN 3", THEN RUN DOWN 26" DEEP FACE OF JAMB STUDS/ 7 HEADER - SEE 2ND FACE OF JAMB STUDS/ PRE-ENG. FLOOR (IF TITENS ARE NOT IN HEADER FLOOR PLAN FOR MIN. HEADER SYSTEM - IF FLOOR LINTEL COURSE OR �" \ EXTERIOR SHEATHING HEADER SIZE & REQ'D A SYSTEM INSTALL KNEEWALL & PROVIDE INTO FILLED CELL USE � (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING SOLID BLOCKING 1/4" X 1 3/4" TITENS) `� STRAP W/ (11) 1Od TO FLOOR TRUSS SEE TO BOT. RIBBON, NAIL FROM TOP OF WALL UNDER COLUMN U.N.O. \ FLOOR TRUSS PER PLAN STUDS ABOVE PLATE U.N.O. FRAMING PLAN FOR PER PLAN IF HEADER IS UPSET TO BOT. RIBBON, NAIL ABOVE PROVIDE SOLID CONNECTION INFO.. O 2 2x SILL AT WINDOW AND WINDOW IS PER PLAN BAND JOIST & BLKG BLOCKING BELOW • ` SEE DETAIL WS11 FOR FLOOR GIRDER OR w/ 2x CRIPPLE STUDS LOWER: (1) 2x SILL OR LVL GIRDER COL. EVEN WITHIN MORE INFO BEAM; SEE PLAN AT EA. END NAILED TO PLATE W/ (2) 1Od FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO STUD PACK w/ 1 Od NAILS @ 8" O,C. THEN TOENAILS. EXT. HEADER OPENINGS NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE SO TYPICAL GIRDER COL CONNECTION SO TYPICAL GIRDER COL @ HIGH BEAM STUDS @ 16" O.C. SILL 2 1od LESS THAN 4FT:(1) 2x / 2 1od `— DBL TOP PLATE w { ) S L. f ) 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. 2x BRG WALL W! 2x BRG WALL W/ 2x4 NAILER W/ (2) SIMPSON SP2 @ TOP & SIMPSON SP2 @ TOP & 2x8's MIN. SPF #2 @ 16" EXT. FINISH PER EXT, WALL SHEATHING 10d NAILS @ 16" O.C. PER WF10/SD4 SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ SP1 @ BASE. LSTA18 O.C. MAX (U.N.O.} USED @ BASE O.C. USE SIMPSON ARCHS OR MTS12 MAY BE (2) 12d NAILS @ 12" OR MTS12 MAY BE 2x4 STUDS @ 16" O.C. USED @ BASE.(WHEN MSTAM24 EA. SIDE OF ` EXTERIOR SHEATHING MTS12 OR LSTA18 TO WALL IS CONT. BRG ON EA. STUD TO WALL 2x BLOCKING W/ (2) 12d SHEATHING PER O.C. -SEE FRAMING 1/2" GYP. BOARD 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING BLOCKING BELOW. TRUSS STRAP STUDS BELOW W/ (9) 10d ROOF SHEATHING PER � SCHEDULE TOENAILS EACH END NOT REQ'D IF STUD IS w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 pETAIL WF10/D4 PLAN FOR MORE INFO. PLAN. CONNECTED w/ MTS12 TO TRUSS BELOW) 3/4" TAPCONS PER i SIMPSON H10A @ OR LSTA18 STRAP; CENTER 2x4 BLOCKING SEE LD02/SD4 FOR EACH DIAGONAL 2x BASE PLATE W/ (2) 3/4" FLOOR SHEATHING STRAP BETWEEN ' BETWEEN STUDS W/ MORE INFO. BRACE 12d NAILS @ 12" O.C. ATTACHED PER MASONRY WALL AND (2) 12d TOE NAILS 2x BLOCKING W/ (2) 12d NAILING SCHEDULE 3/4" FLOOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL EACH END ATTACHED PER ALL THREAD ROD NAILING SCHEDULE (2) 2x4 #2 SYP/7�PLAN 2x$ #2 SYP P.T. SILL ATTACH SHEATHING PLATE w/ 1/2" EPDXY TO BOTTOM PLATE 1/2" NUT & 2" x 2" x 1/8" @ 48" O.C.; SEE (2) 2x4 #2 SYP BLOCKING w/ SIMPSON ANCHOR BOLT OR W/ ROW 8d NAILS SQUARE WASHER 2x8 P.T. BOTTOM FOUNDATION DETAILS BLOCKING w/ SIMPSON HUG24-2 EACH END, USE (4) 10d & (2) 10d J-BOLT W/MIN. 7" (1) @ 3" O.C. PLATE. FFOR CONNECTION @ to HUC24-2 EACH END, NAILS. UNDER EMBED. @ 32 O.C. & 3 - �� 1/2 J BOLT OR 1/2 BASE USE (4) 10d & (2) 10d NAILS. UNDER see P�"" WINDOW JAMBS ONLY SEE P�,o" -�— FROM EA.END SHEATHING TO THREADED ROD W/ SIMPSON SET-XP 2x4 BOTTOM PLATE, WINDOW JAMBS USE ',M;. .•.. '4 OVERLAP BOTTOM PLATE 1 1/4" (MIN.) EPDXY @ 32" O.C. & 4" <' IF SHEATHING IS NOT CONNECT TO DOUBLE (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE SEE ARCHS FOR FURRING AND 1x PT NAILER AS REQ'D FROM EA. END OF °.° CONTINUOUS TO BASE TOP PLATE W/ 16d NAILS @ 6" O.C. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR INTERIOR FINISH WALL. ANCHORS PLATE, SIMPSON SP8 TRUSS PLAN FOR PLAN CONNECTIONS (IF a. SHALL HAVE 7" MIN. W/ (6) 10d x 1-1/2" NAILS CONNECTIONS TRUSS IS CONT. BRG ° ° CONT. #5 IN TIE BEAM EMBED. TO CMU. ARE REQUIRED EA. (MIN.) MASONRY SHOWN ON MASONRY USE MASONRY (SHOWN) A STUD TO TOP AND (2) 2x4 TOP PLATE 2x LEDGER TO UPPER (SHOWN) MASONRY WALL PER OR WOOD WALL PER META16 @ 24" O.C. OR OR WOOD WALL PER PLAN t EXT. FINISH PER ° BOTTOM PLATES. FLOOR WALL W/ PLAN ON WOOD USE HGA PLAN V ARCHS 2x BEARING WALL 1/4" X 3-1/2" SIMPSON CLIPS @ 24 O.C.) C.M.U. WALL PER PLAN WITH ROOF LOAD SDS SCREW @ 16" O.C. SECTION (7a RAISED HEEL TRUSS � SECTION 0 COMBO TRUSS � WALL SPLICE DETAILS F1 SECTION @OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4") 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER NOT USED PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN 1 "=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN C (2) 2x SPF TOP NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL AS SHOWN. FASTEN ROOF SHEATHING TO - - - BLOCKS W/ 8d NAILS @ 6" O.C. (6) 16d NAILS BRACE 7 TO BLOCKING 0 PROVIDE 2x4 BRACE TO EACH ADJACENT n! DIAGONAL, FASTEN lI TO DIAGONAL W/ (2) 16d NAILS WLl I TRUSSES PER PLAN WALL BRACING @ 48" O.C. MAX. 45° FROM — -.-- - -- - _--- HORIZONTAL (+/- 10°) j BRACE NOT REQUIRE W 6' FROM EAVES. �® Uj M O ® ®��®®••®•®®•®�Ji ®�® (L o J Z • •IJ,� oV®�� J LLI Q PR ®®® O 11111111%r®% m LL o O r M I �t U M O Z FBI U O o O 4 !E Z�;��S�G U 9 S a Goof ♦♦ ^^ VJ J z o ,C� 0 �.— LU W 06 0 (D 0 oa Q��-/� N� 1 SEE FOUND. PLAN FOR FTG. REQ. 1 1 1 o LU vJ z J 0 0 1/2" THREADED ROD SEE BEARING AT OPENING LARGER THAN 4'-2" ATTACH TOP F' A SCHEDULE ON FLOOR PLANS FOR C PLATE TO HEADER WITH LSTA12 BENT OVER Uj O O MORE INFO MAX 6 FROM KING STUD W/ (5) 10d NAILS INTO TOP PLATE AND (5) 10d NAILS INTO HEADER � Uj IF PORTIONS OF THIS WALL SEE CHART FOR REQUIRED JACKS/ IF 2ND FLOOR HEADER SITS OVER 1ST ARE EXTERIOR, PROVIDE EXT. B KINGS # OF STUDS TO MATCH a FLOOR HEADER CONTACT FOR TO SHEATHING ATTACHED PER BETWEEN FLOORS REVIEW THREADED ROD SPACING NAILING SCHED., CONT. TO BOTTOM OF FLOOR SYSTEM 091 E IF FLOOR TRUSS DOES NOT ALIGN DIRECTLY UNDER 2ND STORY COLUMNS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM 2 STORY INTERIOR BEARING WALL UNDER 2ND STORY COLUMN LOCATION. Q O 1 "=1'-0" Z � �0 11 M O JO T a Lu W L O 0°0O N w .. m O Z� H J W W ' LU �. OQ O p h : F•- a STRUCTURAL ENG: CFG / BAD DRAFTING- -- --- -STRUCT: TNA QC CHECK: CC JOB No. TM - 2171184 SCALE: AS INDICATED _ DATE: 07/27/2017 SD6 ,_. COPYRIGHT MCD 2014: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, 1 /2"=1'-0" \ % _ 1 /2"=1'-0" \ J HANGER BY OTHERS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER TRUSS PER PLAN � NAILING SCHEDULE , ROOF SHEATHING — IMPSON H2.5 EA. I ATTACH PER NAILING RUSS SCHEDULE PRE-ENGINEERED — TRUSS PER PLAN . 2x6 #2 SYP CONT. LEDGER W/ (2) Y4'0-1/2" SDS WOOD SCREWS @ I 16" O.C. MAX. & 3" FROM EA. END - USE I (3) SCREWS FOR 24" ) SIMPSON HUS26. USE RECESS LEDGER INTO O.C. HUS26-2 FOR 2PLY MSS. VERIFY W/ I TRUSS SS SHOP LEDGER PER PLAN (DRAWINGS 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LEDGER @ OPEN TO BELOW EXTERIOR SHEATHING ----� , FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER NAILING SCHEDULE ROOF SHEATHING ---- IMPSON H2.5 EA. ) ATTACH PER NAILING RUSS SCHEDULE ( I PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. I •° LEDGER W/ (2) Y4'x3-1/2" I SIMPSON HUS26. USE ---�'� RECESS LEDGER INTO ' SDS WOOD SCREWS @ HUS26-2 FOR 2PLY RUSS, VERIFY W/ 16 O.C. MAX. & 3 TRUSS RUSS SHOP FROM EA. END - USE (3) (DRAWINGS SCREWS FOR 24" O.C� 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EA. TRUSS, 24" O.C. OPT. TRUSS RECESS LEDGER MAX..SE O16d SIDE S) 604 LEDGER @ LOW ROOF 3/4"=1'-0" 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP P.T. SILL PLATE W/ Y2 ° EPDXY ANCHOR OR J-BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE (2) 2x HEADER SEE MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ (2) NAILS 12d @ 24" O.G. 2x4 CONT. W/ (2) 12d TO FLOOR SYSTEM NAILS TO EACH STUD BELOW 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO •4 : FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD4 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE '�--- SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" PLATES U.N.O. (2) 2x HEADER 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 I 1 1 1 1 1 1 1 1 1 ' 2x STUDS SEE PLAN i STUDS ABOVE ARE 1 1 1 TO ALIGN W/ STUDS 1 1 1 1 BELOW 1 1 1 1 1 1 1 1 1 1 B 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x SPF BASE 1 PLATE PRE-ENGINEERED@4. FLOOR SYSTEM 1 KNEEWALL OR BEAM (2) 2x SPF TOP 1 PLATES U.N.O. 1 1 1 1 1 1 1 1 1 1 (2) 2x HEADER 1 1 1 1 SEE FLOOR PLAN 1 1 1 1 FOR MORE INFO 1 1 2x STUDS SEE PLAN 1 STUDS ABOVE ARE TO ; B 1 ALIGN W/ STUDS BELOW 2x P.T. BASE PLATE SEE BEARING SCHED. 1 FOR A.B. INFO, 1 1 1 1 1 1 q 1 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ W STUDS REQ'D @ END SIMPSON A34 CLIP TO I — OF LANDING W/ MIN. (6) FLOOR SYSTEM 0 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN LINE WITH MIDDLE STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 Z CLIP TO FLOOR O SYSTEM & LANDING FRAMING 2xJOISTS @LANDING c� @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER LL z ON EACH SIDE 0 �U_ W IT OX 6" MIN. 0 (2) 2x BEAM PER 2xJOIST (P.T. IF } SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO Uj 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. ,-, TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" z BUILT UP COLUMNS TOENAILS EACH END x 3 1/2 TITENS @ 16 ®�®,r®® ®d®®®j a co 111�Ilydy® rn BELOW O.C. MAX. FOR co • ®® �/ ''o c u o A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) �' 10" MIN. ��lqr ®®o®o•eoo•®®,� �� ® co SEE SCHEDULE FOR MAX WIDTH OF LANDING : °' o . = °t ¢ z P STUDS REQ'D # • END Z6- % �`, ��` --y Z p OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB ®Q, ®® ®®®• ej�� Q SEE PLAN FOR DEPTH , ••000•• ® % O 16d NAILS FROM OF LANDING SHEATHING OVER sj �® LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING O rr ll PLYWOOD SHEATHING �" V TO MATCH JOIST c+ DEPTH W/ (3) 10d ( w `�a 2xJOIST LEDGER P.T. OVER LANDING cn STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR CONSTRUCTION SIMPSON A34 / A35 C9 F� CLIP TO FLOOR p 16" O.C. NOTES O Z SYSTEM & LANDING z MAX O MM FRAMING u. g BEAM @ END OF W U o m O LANDING PER Z x SCHEDULE O G�w4 SEE PLAN FOR MASONRY WALL OR O WOOD WALL Q SIMPSON A35 B I]IB CONNECTIONS if MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO T Z END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT p-p CpO�+�+ SECTION (�I• BEAM I O LEDGER c' 0 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d L7 D CROSS V 1y �-�+ � ♦♦ /^� Q � � � CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX., V, „ TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" p BUILT UP COLUMNS x 3 1/2" TITENS @ 16" �" Z BELOW O.C. MAX. FOR Q DEGREE TURN LANDING NOTCHSTRINGERS D O BE z A -A PLAN VIEW " 180 DEG MASONRY WALL) NOTCHED AT LANDING J W SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS NOT USED L� z a � o A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH - BLOCK OR BEAM/FLOOR TRUSS PER PLAN PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT _ WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED 2x12 STRINGERS ONE HEADER AND ON EACH SIDE AND SUPPORT A ONE @ MID -SPAN A INFORMATION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO I I 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO MASONRY WALL) CONT ((I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE NAILS @IO.C. ON EACH SIDE AND I I I I TO EACH STUD. ((2�4" ONE @ MID -SPAN x 3 1/2" TITENS @ 16" O.C. MAX. FOR (2) 2X BEAM PER MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 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„ 121-011 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" — �61-011 11'-0" (2) 2x12 2x6 (1) 2x12 (1) 2x8 2x6 4'4" (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" 91-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" -011 81 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-01, (1) 2x12 (1) 2x8 2x6 5'-0 " 5'-0" OR LESS (2) 2x12 2x8 9W-0" (1) 2x12 (1) 2x8 2x6 6'-0" I 1J 0 o W r� Z 0 3�„ o FJ—-- oOIL SEE ARCH PLAN t 2x4 CONT. TOP PLATE V, ,_...---".-�� MAX. 4'-0" ABOVE FLOOR7 ATTACH TOP PLATE TOi I' W STUDS W/ (2) 16d TOE �q W 2x4 #2 SPF STUDS X X NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, CC-+ _ 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 --■--*- O.C. MIN. AND @ANY C 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND OPENING W/1N (NOTCHED @ 2x6 I TOENAILS BOTTOM TABLE R301.5 (FBC 5TH EDITION) HAIL HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). ALL FOR VERTICAL NOTCH SILL AND I PLYWOOD FLOORING .a TO ALLOW VERTICAL 2x L-BRACE W/ 12d 2x6 VERTICAL AND L4\, TO SLIDE DOWN TO Q NAILS @ 4" O.C. L-BRACE @ 6'-0" O.C. & FACE OF TRUSS Z @ ANY OPENING 2x4 CONT. TOP PLATE 0 C rl ATTACH 2x6 VERTICAL (ATTACH TOP PLATE �„ 11"" 0 M DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %' x 3" TO STUDS W/ (2) 16d 3 1 /2" TOE NAILS Zr 9 F,.. 0 SECTION X-X N.T.s. SDS WOOD SCREWS J EQUALLY 0` SPACED/CENTERED IN 2x4 #2 SPF STUDS @ V) Q LJJ 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER in ATTACH TOP PLATE TO 31" ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE Ln 0 r STUDS 2/ (2) 16d TOE STUDS W/ (2) 16d TOE 32" I ATTACHED TO TRUSS 0 00 0 NAILS NAILS ( BELOW (OTHERWISE toW CV 2x4 #2 SPF STUDS @ SEE ARCH PLAN ATTACH W/ 2 12 ( () d �/ m 24" O.C. W/ (2) 12d MAX. 4'-0" ABOVE FLOOR TOENAILS BOTTOM) @ I �„j Z TOENAILS BOTTOM 2x4 #2 SPF STUDS @ X X I � ~ O LU � SLICE CUT PLYWOOD 24" O.C. W/ (2) 12d I NOTCH FLOOR 2x4 SILL PLATE W/ (2) I W �,. 0 ('� FLOORING FOR STRAP TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. � ,�( = ACCOMMODATE 2x I CONT. BRACE & 10d 0 h- 2 H 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO (� 2x4 #2 SPF SILL PLATE NOTCH SILL AND I 10d NAILS @ 4" O.C. FLOOR SHEATHING A 0.. (2) 10d NAILS @ 4" PLYWOOD FLOORING I (NOTCHED @ 2x6 is O.C. TO ALLOW VERTICAL VERTICAL LOCATIONS). I ATTACH 2x4 TO TRUSS STRUCTURAL ENG: CFG / BAD TO SLIDE DOWN TO W/ (2) %a"x3" SDS DRAFTING: (2) SIMPSON LSTA24 FACE OF TRUSS I SCREWS EQUALLY STRAP (1 EA. SIDE OF = SPACED & CENTERED -STRUCT TNA STUD) EVERY 48" O.C. ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC --�--- CHECK: -" - CC - -- TO TRUSS W/ (3) %a° x 3" L-BRACE @ 6'-0" O.C. & FLOOR BEAM CONDITION SDS WOOD SCREWS @ANY OPENING JOB No. TM - 2171184 FLOOR BEAM SEE BASE PLATE PER FLOOR PLAN NOTE: PLAN EQUALLY 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 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE DATE: 07/27/2017 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL rST03 HANDRAIL CONNECTION AT FLOOR TRUSSESST01GEN. STAIR AND LANDING FRAMING DETAILS (2) PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" o.C.SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 3/4"=V_0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID 3/4"=1'-0" N.T.S. UNDER BEAMS LESS THAN 2x12) I 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.