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HomeMy WebLinkAbout3917 Saltmarsh Lp 18-1392 (a)I VI7 JLLl o.I1. l 1111 1 11 1 I It rncx-r NO: DATE: DESCRIPTION: BY: 1 01/23/17 BEDROOM 5 OPTION 2 10/07/17 REVISED A/C LOCATION FROM GARAGE TO CLOSET IN SECOND FLOOR STAIRS C.C. 3 01/14/18 REVISED MODEL w/ FRAME WALK REVISIONS C.C. 4 01/16/18 UPDATED TO FBC 2017 C.C. 5 .01/25/18 CHANGED LOFT WALL TO 2x6, UPDATED STAIR SECTION, RELOCATED A/C CHASE TO EXT. WALL @ BDRM.#2 & DEVELOPED A/C CLOSET FRAMING DETAIL C.C. oo o , �.► w ci 0 %i �c. ;m ®®®o®ew®o®p®® ®naso'err® a: z i oo o , �.► w ci 0 %i �c. ;m ®®®o®ew®o®p®® ®naso'err® C) M E a., ._.i c v— (o co a -- Q Q(� 04 E 0 NC f- p C O Ca d" p E d- .� Ln B CoQ LL U- �W N z z cu o. E , 0 to z Ew 3 lift U Q i i 00 o h h - i N J ) M N J �..E .; Q U -)o _U0h c o,ji � � M O J > O N cru, o O M _ i NN f0 V Ll H M h . O C- '' '� Q) =p, p cp 0 Q w U-) O 0- i ISSUE DATE 03/08/2018 REVISIONS PROJECT: 18-0183 : SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 ILIL.W 1,) :L Idli I M ) „ �J ,�gq►tltilfrr�®� Ole (Y p� "C O :w tzco= °a r ms's®I V ®r®O°rersrr®° '0 CD 'Q- CD 01 ....i �u- co C cn C6 M c > ". N 4 -am o a)s �.� tiQ 0 E _Lo to X 'Q co LL u- M .N a as a m a E. o v, ` w E ro s ' v o r Z W a N MM M —J �• N L. E i � M a �, O i i Q Q - c'V � N ro aN Q D M 0 (! ) M _L- rve 000 N C.� M li3 r -i CO � � d' CLL- O J ,� '� 5; 5 > L Q C Q w O C J 1 w J 'J C j J a C ISSUE DATE 03/08/2018 7 ----- - ._... -- — REVISIONS PROJECT: 18-0183 SCALE: AS NOTED DRAWN BY: JML & JPT DESIGNED BY: MJS SLAB PLAN ,..1.-1..-.-------- 01 Y n - qi M H.B. T -All 30%0" 1. 14'4" H.B. sp M T M VANITY w/ r MIRROR ABV. 42" HIGH KNEEWALL w/ TEMP GLASS ENCLOSURE ABV. "GYPSUM ARDS APPLIED THE UNDER AIR SURFACE D SIDES °Q' re 16'-0" 2'41 .. 1114" 1 6'-0lf _2'-0 201-81' 30'-0" First Floor Plan "ABC (Standard) SCALE: 1/8" = TV (11x17) 1/4" = T-0" (22x34) R m garage: 420 Sf a Total Area: 2,672 sf GENE RAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR g 6 EXCEED REQUIREMENTS OF THE (2017) FLORIDA Q BUILDING CODE (6TH EDITION) ABBREVIATIONS: m • 2- # OF DOORS. Ile ��� ���i�/� `�f L .,aa • 2- # OF WINDOWS. v- •o. • MT - METAL THRESHOLD W •z /- • _ O• • FR - FRENCH DOORS • aaaaee•aa b • SL - SIDE LIGHT O • FG - FIXED GLASS M • TR -TRANSOM LL • GB - GLASS BLOCK • PKT - POCKET DOOR Q� 04 O E • OBS - OBSCURED GLASS 0 0 0 � E + TEMP - TEMPERED GLASS • SH - SINGLE HUNG c M • DH - DOUBLE HUNG w Z • HR - HORIZONTAL ROLLER � a • BP -BYPASS O to • BF - BIFOLD 0 w • TYP. - TYPICAL U NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON i PLANS. NOTES: g �. E 7 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON (�y) D 'a fo JOB SITE. L� O O 1 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE rl FROM CALCULATED DIMENSIONS ONLY ANY M J a -J o DISCREPANCIES OR ERRORS TO BE REPORTED � J PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY fV CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB O M - �..ck PER CODE M3072 & M1309.3. _ a ci r4Ln L p:; c: n & PROVIDE RECESS H&C WATER w/ DRAIN @ � O CL ,a WASHER SPACE. ? u O 6, VENT DRYER THRU EXTERIOR WALL U.N.O. 0 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE- 8, SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REVISIONS REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. Lir 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 s PROJECT: 18-0183 '1� U.N.O. NOTED DRAWN BY: JML & JFT 13, ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 — FLOOR PLAN 02 ' U - N-0. we L o� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. ' •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O- o o. wi 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR U. MORE SHALL BE CONSIDERED SHEAR WALL SWS = m SHEAR WALL SEGMENTS. o ` r- 16. OPENING BETWEEN GARAGE AND RESIDENCE o SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR a NOT LESS THAN 1 3/8" THICKNESS AS PER v) FBC-R302.5.1 w. of 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o CEILING BENEATH HABITABLE ROOMS (TYP.) Q v- ` 18. GARAGE DOOR TO BE CERTIFIED BY MFR FOR 140 w a M.P.H. - u i 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. ,LJ'. W j 20. ALL OPERABLE WINDOWS LOCATED MORE THAN = 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A i MIN. OF 24" ABOVE FINISHED FLOOR BEING o SERVER PER (FBC-R312.2). z ' Q i 21. ALL INT. DOORS TO BE 6-8" TALL U N OR PER BUILDER / CLIENT o V51 0- DOOR NOTE KEY: Lu uj DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD' 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6-0" BIFOLD 28=2'4' 1 30 = V-0" WINDOW NOTE KEY: z 0 WINDOW SIZE CALLOUT: 2040 = Z-0" x 4'-0" 2050 = Z-0" x 5'-0" 2060 = 2'-0" x 6-0" • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & cr INCHES AS PER THE EXAMPLE TABLE ABOVE, N w Area Tabulations m w w V) Living: 1st floor: 1,324 sf Q 2nd Floor: 754 sf w 0 Total Living: 2,078 Sf entry: 62 sf covered lanai: 112 sf N r garage: 420 Sf a Total Area: 2,672 sf Lu g 6 Q � m Ile ��� ���i�/� `�f L .,aa v- •o. ", M O CA. W •z /- • _ O• :) z � % • aaaaee•aa b ,Asuaaeee O O M LL to vj 'N Q� 04 O E 04 O 0 tv 0 0 0 � E Lc) cu oG < a. c M w Z � a O to E to 0 w U i i C0 0 °` g �. E 7 (�y) D 'a fo - L� O O 1 rl j M J a -J o � J r Q fV L ti � O M - �..ck _ a ci r4Ln L p:; c: n Cro � O CL ,a ai ? u O <tLu�Oa 0 c c ISSUE DATE 03/08/2018 REVISIONS Lir s PROJECT: 18-0183 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS — FLOOR PLAN 02 i,, � II I L,, I� I'. I�� _..... _.... L'�,_ ....... _._.. �L.. a _.. _. _ _.... _.. _ __ _ _ _. _.. I _ _, 1 111111L 111 ,11 1! 111 I d 1.111 1111:1 1 ATTIC VENT CALCIS: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE .M OF VENTED SPACE. FIBERGLASS SHINGLE ROOF INSTALLED AS TOTAL VENTED SPACE: 2,078 = 6.95 SF. NET FREE PER MANUFACTURER'S SPECIFICATIONS. 300 REQUIRED -- UPPER PORTION VENTILATION TOTAL: 2.781 SF. 12 12 TO BE PROVIDED w/ OFF RIDGE VENTS: CL 6 � _ �,� __ � 6 4VENTS (t� .695 /PER VENT - -- - - _ TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). - - - -- _ LOWER PORTION VENTILATION TOTAL: 4.17 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: -- -- - 9'-0" BRG. HT. - - - 9'-0" BRG. HT. 80.00 LF. @ 0.074 SF. VENTING/LF. @ SECOND FLOOR-� �_______ _.-____-- _..__ ._.... __ _ _ __.__._ _. _ . -----.__...' Y @SECOND FLOOR _.— _ .____..._ . , _.. ... . ............_. -_ -- UPPER ROOF PERCENTAGE: 40% T-8"HDR. HT. — _- o __ ......_. T-8"HDR. HT. @ SECOND FLOOR-- 1'-0" @ SECOND FLOOR LOWER ROOF PERCENTAGE; 60% __ - 1x6 SMOOTH FINISH BAND O.H. . (TYP.) Sep 1x4 SMOOTH FINISH BAND (TYP.) LIJ 7/8" TEXTURED CEMENTITIOUS - FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) �`.* z 11' 4' BRG HT. 4:12 PITCH c 11'-4" BRG. HT. @ ENTRY - - Zvi J @ENTRY 4" FIN. FLR. HT. " w .- 10'-8 3/4 FIN. FLR. HT. 10'-8 3/ @ SECOND FLOOR - - - s -- @SECOND FLOOR � 9'-4" BRG HT. _ .._.. - -- _.._.__._._ _. _ ....... ._ '0 _ �, 9'-4" BRG. HT. O.H. V-0" HDR. HT, — 8'-0" HDR. HT.CN 1x6 SMOOTH FINISH BAND _...- .... --(TYP.)- __� - �_�w >)J �_L11� ll 11 4Q0 I 1x6 SMOOTH FINISH BAND.. ___._ �_ __ �.. ......._. �. __�J o° _-- _ _ 1x6 SMOOTH FINISH BAND cu DEC. LIGHTING (TYP.) - 3/8 TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) l 0'-0" FIN. FLR. ��1 1 -� 0`-0" FIN. FLR. LO ')A)) a� Front Elevation A (Standard) t F5W Lio SCALE: 1/8" = TV (11x17) 1/4" 1'-0" (22x34) o r �Q �� O.H. 0 - - \ _. O 1v I 1 m� % �o j oc i Ln FIBERGLASS SHINGLE ROOF INSTALLED AS —__----- ------ - -J j' 0 zfu PER MANUFACTURER'S SPECIFICATIONS. j n o ----- j �, / Q 12 12 �, ¢ X ro 46 z� J Z °- z LLJ w � 9'-0" BRG. HT. 9'-0" BRG. HT. m @ SECOND FLOOR -- _.__ - — _� -- _ -- - __._ - -- @ SECOND FLOOR z T-8" HDR. HT. T-8" HDR. HT. uj SECOND FLOOR Q SECOND FLOOR - l 1'-0" @ o � �- O.H. z _ -- - :_.._. < a ;. wo 1 cn 7/8" TEXTURED CEMENTITIOUS - --- z FINISH ON METAL LATH OVER __ 7/16" OSB. SHEATHING (TYP.) Y '��..i._.. -- �fu Ln ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 ASRM. z 10'-8 3/4" FIN. FLR. HT. �, 10'-8 3/4" FIN. FLR. HT. - -- @ SECOND FLOOR_ @ SECOND FLOOR 11 1 % - 9'-4" BRG. HT. _ _ 9'-4" BRG. HT. _ --- _ - o 8'-0" HDR. HT. _ 8'-0" HDR. HT —. (J� — _ O.H. � U 0 - r.::...._ w 4:14 PITCH `I. 7 l., ...w_ , W '., 3/8" TEXTURED CEMENTITIOUSLi \\- FINISH OVER C.M.U. (TYP.) z - - - 1 v, 0'-0" FIN. FLR. _--..._ _ . ----- 0'-0" FIN. FLR __ w --. _ - ---- - - - - - — ---- -- __. m..__ . w Lj o.w Q / - ------- » » Rear Elevation A Roof L a out 0 O N (Standard) SCALE: 1/8" TV (11x17) 1/4" = T-0" (22x34) 0 SCALE: 1/8" = TV (11x17) 1/4" = T-0" (22x34) 0 04.A o® aim `���111111►e/ee0 A= ®°�� �6ev� ° U (y� °®•s...® ®`moo~ d- O �r- p� � U R3 � N '� � N � � p o0<C�LL •� w w z I w a� v v 0 D.. � N O O � M � M � rn 0 cn o p N CO z w vo-i w m w w Q 0 z w o � w Z z N Q. H '� M r^. 'Cn f1 �' 'C3 •=' N O =N C �[ w �n O ca. ,1 ISSUE DATE 03/08/2018 REVISIONS PROJECT: 18-0183 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY. MJS ELEVATIONS "A" 05.A ui a: cq em �_ as" � 0 a uj c LL Q •Z. w a• 09 i s� ••• s C) © M J C LL' (o m Cn uj ti 'M N (� > M U) (.0 O Q0Q N � �- oE d` Lo?� co Q 0_ u- M cn ft w N Z -� Z � a - a W E F4 7 Li K x n G C x W O CL ,-a O r 4J E N M "Q N LL r J rn o IL K � li M z � J 1 n J) Y C7 1 (n C) 2 ate,, 00 (�•� ¢ �' Ln n O p o O z > N cD i p C O Q W U-) © CL m r LLJ w z 0 z w Ld w OO z ISSUE DATE 03/08/2018 w — REVISIONS PROJECT: 18-0183 z SCALE: AS NOTED ¢ DRAWN BY: JML & JFT Z., --..__........_. -- .._...._ - DESIGNED BY: MJS ELEVATIONS "A" 05.A - ll111111 l.LLII; 1LL1,1l L1.1illl'1 1_I 1. NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4". 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" — 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 611 WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811 . 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4 TOE NAILED TO STRINGER. - i (C-7 __.)TA�F (-s-l­,�'___[__ Y 06 ! SCALE: 3/4 = 1'-U" (11x17) 1 1/2" = 1'-0" (22"x341 10" 2x8 WALL FRAMED @ 16" O.C. MAX 4' DECKING v W W PRE -ENG. TRUSS PRE -ENG. TRUSS krrL r ) Raised Floor Detail SCALE: 3/8" = T-0" (11x17) 3/4" = TV (22x34) 9'-0" BRG HT. @ SECOND FLOOR 9'-0" BRG. HT. _ 1/2" GYPSUM BOARDS APPLIED TO ALL UNDER @ SECOND FLOOR STAIR SURFACE AND SIDES PRE-ENGINEERED FLOOR TRUSSES (SEE TRUSS LAYOUT) 14' 8 3/4 FIN FLR HT. - - @ SECOND FLOOR 9'41 BRG. HT. 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4' BRG. HT. (3) 2 x 12'S STRINGERS EQUALLY SPACED 0'-0" FIN. FLR. 1x8 SKIRT 13D.-­­ 2x12 D ..-_.2x12 TREADS \ CUT TO FIT 1„ 1/2" PLYWD. BLOCKING Stair S ---- 2 x/12 STRINGERS \ i SCALE: 3/8" = T-0" (11x17) 3/4" = 1'-0" (2204) DATA: TOTAL RISE: 10-8 3/4" (17 RISERS @ 7.57 " EA.) TOTAL RUN: 16 (16 TREADS @ 10" EA.) cl -ER DET"XL kl_ -7 E AD 06 SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (2204) 1X8 CAP _-- - ----- - -- _EASING. 2x4 @ 24" O.C. ---.._-- SHEETROCK i BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) S3 HALF WALLE­_', I ­ A � �L � O6 SCALE: 3/4" = 1'-0" (11xCI7) 1 1/2" = 1'-0" (22x34) 3/4" PLYWD. SUB-FLOOR-------- 2x UB-FLOOR--__--.2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUD_ S W/ (2)12d NAILS @ EACH STUD - HUS26 JOISTS TO LEDGER -� S4'__'IL_ 06 -----2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER ANDHI'\,�\,C­3 C_0NNE­'_'_CT­­­. DETAU.- SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (2204) PLATFORM FRAMING 3/4" PLYWD. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO \--FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. �i Rl A FF 06 SCALE: 3/4" = 1'-0" (11x17) 1.1/2" = 1'-0" (22x34) STRINGER TO FLOOR TRUSS a m cr 0 0 W 0 w m 0 r 0 z W of cn z W z Ld Q Q C6 cn w c� W CD Stair Details SCALE: 3/4" = 1'-0" (11x17)1 1/2" = 1'-0" (2204) a ® 00 IMP o U- 2� O ui oWrk�Q o' z Ae � z: ee 00000000000, 0V� o� r- oE C--4 8 _j ui (o cm v) vim -05 "o y, QCLma'04 E co N (o O Lo rn� z � a 0t= 0 41 tn w U 0 W ry M 0 o �O' � QQ Q 8 a. r. 0- .�..� E N c: 2 z C)w Q) 'C7 LL N L -2 o , V' /0 O V / M N. C x L'., W � 4, O o z J z Q m 0 r 0 G7 fU 4-01 fuO a O Ce 000 N C1 z fl. `I -a N > p C o � Q W a < w Lo O a.. m r LLJ r w rya z 0 z ISSUE DATE 03/08/2018 REVISIONS a_.... _._._ ...- - cc - PROJECT: 18-0183 z SCALE. AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 Ill 11 1, 1j; ;lll L111-IL_ilI VII I-11. - - J - EXTRA DUTY First Floor Electrical Plan "A,B,C" (Standard) SCALE 1/8" = 1'•0" 01x1 1/4" = 1'•0" (22x34) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE METER. UNDERGROUND SERVICE BY POWER CO. TYR ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. GENERAL NOTES KEY: SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: & EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC m 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR © d' 0 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE OUTLETS IN FIELD. NEMA 3 2 ALL OUTLETS ARE TO BE AFCI PROTECTED. 8 SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AMP A/C DISC. CO AFCI PROTECTED. fn to cm #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS p � c� tD #10 COPPER TO WATER HEATER RIVER LOCATED IN THE GARAGE AND LAUNDRY WILL BE #8 COPPER TO RANGE N 60 O .-. GFCI PROTECTED. N C 0©0 #8 TO A/C 0 E� 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. uj z -0 6. ALL OUTLETS LOCATED IN THE KITCHEN AND N a BATHROOMS ARE TO BE GFCI PROTECTED. 02 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI w E SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: & EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC m ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U -N O.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.0 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. w 0 ELECTRICAL KEY: 0 w ci CEILING MOUNTED LIGHT w ._..... C) PULL CHAIN LIGHT o PC z RECESSED LIGHT Q co L -o WALL MOUNTED LIGHT WALL WASH RECESSED DUPLEX RECEPTACLE _ z 220 V RECEPTACLE a 1/2 HOT, 1/2 SWITCHED WATER PROOF RECEPTACLE WP FLOOR RECEPTACLE — - ._..__... _... ...._ _.._.._.... -----� ._...... w PRE -WIRE FOR CLG. FAN 'QGFI GROUND FAULT INTERRUPT $ WALL SWITCH o - - - ._._..... 3 -WAY SWITCH $o DIMMER SWITCH d N TELEPHONE JACK z CABLE JACK a_ PRE WIRE GARAGE DOOR OPENER w z - FLUORESCENT LIGHT z © ELECTRICAL PANEL oo CHIME CL I fl DOOR BELL / GARAGE DOOR SWITCH _.... ------ L= DISCONNECT SWITCH ELECTRICAL METER 0 S.D. SMOKE DETECTOR 0 C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR cn CEILING FAN W T r • WALL SCONCE -------------- � --- -- -- + CHANDELIERuj w -- -- SPOT LIGHT 7F 0 FLUSH MOUNT FLUORESCENT LIGHT FO (73 FAN / LIGHT COMBINATION o GARBAGE DISPOSAL MOTOR ® SPEAKER m O JUNCTION BOX o L.V. LOW VOLTAGE V.P. VAPOR PROOF --- ... ...... o A.F. ARC FAULT PROTECTION o Ln w 0 z Lu CK CL mi Of L_ z Ld CL co Of LLJ LLJ CLr C) X00 z V) w a- x w w o z z a r m 0 r r o � n z Q C/) w m o � a o z o co r o aREVISIONS z © d' 0 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE E co JCn 8 GFCI AND AFCI PROTECTED - LL 0 AMP CO ELECTRICAL fn to cm r" 'C N C: > 's� p � c� tD RIVER CU N 60 O .-. 10. OUTLETS LOCATED WITHIN 6-0" OF A WET AREA N C 0©0 ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U -N O.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.0 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. w 0 ELECTRICAL KEY: 0 w ci CEILING MOUNTED LIGHT w ._..... 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ARC FAULT PROTECTION o Ln w 0 z Lu CK CL mi Of L_ z Ld CL co Of LLJ LLJ CLr C) X00 z V) w a- x w w o z z a r m 0 r r o � n z Q C/) w m o � a o z o co r o aREVISIONS z © d' 0 E co JCn 8 LL CD CO fn to cm r" 'C N C: > 's� p � c� tD CU N 60 O .-. N C 0©0 Cn ti I,--�= E 0 E� to2 00 Q X CL u- uj z -0 5 N a 02 w E � v 4 N it 0a8� 1 ` �) J M O N W W 6 '2 0 0 (n m M c N C D1 U9 O _ --- --- C) ... -- C � N 4.1 C) i � 000 N fu d M �, o ,� f N C) > $ p o C ¢ C w �n O a �1 1►;N � i ISSUE DATE 03/08/2018 -- PROJECT 18-0183 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 O Imo- . � co _..jC <CN amE (oNrp O N � CD O t:. O p d. •.. 00 CL u- rnw Z cu a 0 rn E w o� o 0 w ¢ 0 cn ¢ o z0 Q 00 O r� 8 N �. w c fo .� M z C)�yLi N L � � s-- -a CD o V) M r. c w � M w d � J z z Q m 0 cn 0 p o OO r N 3)_ O n¢ per" _ O o (!i M ro 00 z a. r� C M � ¢ 0 V fo cp c75 � o O .L C p` N Q > "a CD V) N © C ¢ C © i = Li Q w Ln O 6- M o F - w w z 0 z w O U ISSUE DATT 03/08/2018 o REVISIONS . Li r- - PROJECT: 18-0183 z SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 Qo .5LdF_ 2w aG!o �c !L) n:� -o nz 'W �w 0 n� Y _CC nCD =o n� �z iz 9 CONCRETE BLOCK �. cry). HEADER OR STEEL LINTEL PC EXP. STRIP ¢ O, ` C) r r� \ E PC ANCHOR 8 CD I,- 'tn Q STRIP CU (n 04 cfl p N c: c:) �'� ' 0 E Lx W Q iz 11 11- 'S c �w as z Z3 GLS. BLK. PER PLAN w E o CL, --i d r -,O E = M ) cV = L �7rU- PC PANEL A a--" 01 0 M M � fo M �k O J O REINFOR, cV � tU C L 00 LL. rq un C M dQ- cn p- > N SEALANT <C L w o O a i� ISSUE DATE 03/08/2018 PC ANCHOR STRIP REVISIONS PROJECT: 18-0183 SCALE: I" EXP. BOLT (2) __-_ DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS 1 I PER ANCHOR ------_-__--_--_ MORTAR ASPHALT EMULSION - - CONC. BLOCK - - - WALL EXTERIOR FINISH (2) PANEL ANCHOR CONSTRUCTION PC_ PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1 [" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOM)_ MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE �) STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " �.. EXPANSION STRIPS ARE AVAILABLE THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4 WIDE STRIPS ARE EASILY CUT TO 3 WIDTH, FOR 31PREMIERE"SERIES BLK., AND TO 21WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING.-, AND WINDOW INTO SHIMS. CENTER THE WINDOW IN THE �.,4. �_, �� , DFETA� 3 LAS � PLACE 1/4" SHIMS AT SILL CORNERS SET `� -7) \..-.K SCALE: N.T,S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5, INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' 8905.2.7 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 111. KEEP \ WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7, CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. �" "J" METAL FLASHING. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE HCDPL/R TYP. 45 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEENROOF _ 7/8" STUCCO OVER PAPER COVERING PER PLAN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP, 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH U.N.O. 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER 2x's @ 24" O.C. W/ HUGHI�S-j ATTACHED TO SHEATHING FLASHING SEQUENCING: -- WHEN GREATER THAN 24" x 24". • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVERALL OF ROUGH OPENING.2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. \ TRUSS .@ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. 24" • \TRUSS @ O.C. NOTE: —_ ..._._ __ _.:�-,. _. - ._. ._____..._.._ ROOF COVERING PER — -...: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. �'� ... - - ---_-_-- -- �. -- --- - - -= PLAN ROOF UNDERLAYMENT IMPORTANT -- ------------ IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS INCOMPLIANCE WITH 15# FELT DRAINAGE PLANE I _ WOOD BASED FJCTERIORSHEATHING- OSB FIRE BLOCKING METAL FIRE BLOCKING AROUND FLUE LINER 2x4 BLOCKING „ 6 MIN. LAP ON METAL _ -- _- PER FBC R905.2.7 ROOF SHEATHING APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS _ 2x4 #2 SPF OR #3 WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER ' 7/8" NOMINAL STUCCO THICKNESS SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING, ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF 1 ANY WINDOW. PAPERBACK LATH PEEL AND STICK TAPE METAL OR PLASTIC EXPANSION JOINT MANTLE / , DRAINAGE PLANE OVERLAP CONTROL BEAD \ FLASHING AND MEMBRANE STRIP OVER WOOD < \ FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME \ INTERSECTION UNDER EXPANSION JOIN EQUAL - - -� TO PROTECTO WRAP BT-20XL-9"WIDE. TO PRE -FAB FIRE BOX DAMPER EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTITIOUS FINISH 18" NON-COMBUSTABLE MATERIAL FOR HEARTH �/ FOUNDATION / j'> -- `-% VALLEY RAFTER SCALE: 3" = V-0" 2 � C 20 C-1-LI����� -FAQ FREBOX FLS HDETO _ SCALE.N.T.S. SCALE:N.T.S.. SCALE: N.T.S. Qo .5LdF_ 2w aG!o �c !L) n:� -o nz 'W �w 0 n� Y _CC nCD =o n� �z iz 9 �. cry). ®w L6 S U ¢ O, C) r r~ E V_ 8 CD I,- 'tn Q C37 N E CU (n 04 cfl p N c: c:) �'� ' 0 E Lx W Q iz 11 11- 'S c �w as z Z3 � 4 w E o CL, --i d r -,O E = M ) cV = L �7rU- A a--" 01 0 M M � fo M �k O J O cV � tU C L 00 LL. rq un C M dQ- cn p- > N <C L w o O a i� ISSUE DATE 03/08/2018 REVISIONS PROJECT: 18-0183 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS GENERAL NOTES �......­­.�.. 1. OMITTED REBAR TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN MANU'S SPECIFICATIONS, THEN FILL CELL, IN NORMAL WAY DURING BONDBEAM POUR. USE TERMITE TREATMENT VALUES AS FOLLOWS: 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING DL = 7 PSF (SHINGLE TYPE ROOF COVER) COLUMNS BEAMS STUD BEND). REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,0001b/int U.N.O. E = 2,000,000 Ib/n2 U.N.O. E = 1,500,000 Ib/n2 U.N.O. 2. STRAPS/CONNECTOR SUBSTITUTION FLORIDA BUILDING CODE- RESIDENTIAL CURRENT EDITION, FOR FULL SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT LIST OF REQUIREMENTS Fb = 2650 Fb = 3000 Fb = 2200 & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL CAST IN PLACE CONCRETE Ft = 1650 Ft = 1700 Ft = 1500 MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 3. STAIR CONSTRUCTION 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc 450 Fc Fc 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2 2 1 USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO 5 0 Fv = 285 Fv = 285 Fv = 150 4. METAL STUD SUBSTITUTION ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 CONDITION U.N.O. 5. OMITTED J -BOLT WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MIN. 7" EMBEDMENT. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LIVING SPACE IS ABOVE THE GARAGE. 6. MORTAR JOINTS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MEANS AND METHODS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) BEND) AROUND CORNERS OR CORNER BARS WITH MIN.30" LAP EXCLUDING BEND CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON AT EACH END SHALL BE PROVIDED. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. PER ERECTED &TRUSS /FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED **EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE FRAMING PLANS /DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 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 1. ALL BOLTS &THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, VERT. REINF. IN EA. CELL, CONT. PER PLAN.. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION 7. OVERHANGING CMU WALL FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH CELLS PER PLAN. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (12.7MM) GYPSUM BOARD. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ITIS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL STRUCTURAL STEEL MASONRY WALL CONSTRUCTION AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1, WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. PSI (fm = 1900 PSI) MINIMUM G50 ZINC COATING 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE SHALL BEAT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL SIZE OF 3/8" ANDA MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL PRESERVATIVE WOOD TREATER. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667 CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSES BE 3/6" UNO. WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION POSITIONERS IN MIDDLE OF WALL CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PROTECTION. 9, EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. AND STRUCTURAL PLANS FOR MORE INFO. STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATEST EDITION OF ANSI TPI 1. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MANUFACTURER UNLESS NOTED ON PLANS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CONSOLIDATION. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD CONSTRUCTION TRUSS DESIGN LOADS 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS = 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE= 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2)12d NAILS @ 12" O.C. MAX & 4" FROM BY OTHERS. EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 11.MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/1N TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. ("T" BRACING MAY BE USED I.L.O. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-B3). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 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. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S1A WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA 4� 0 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 'fillg6�191 (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 (+) 19.0 (+) 19.0 50 O 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 0 19.$ - 22.0 GARAGE DOORS Y-0" x T-0" 16-0" x T-0" ST1 GENERAL STAIR DETAILS (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). 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 1 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 REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 2/17/2017 CREATED ELEV A, B, C, &OPTIONAL BEDROOM#5 DP 2 4/10/2016 QC CLEANUP -ADDED MISSING CALL OUT TO FRAMING PLAN DP MASTER UPDATED TO INCLUDE TRAY @MASTER W/ OPT. 3 10/16/2017 BEDROOM #5 (MID -FLORIDA TRUSSES) HG MASTER ELEV A&C W/ TRAY @ MASTER UPDATED FOR FRAME 4 3/1/2018 WALK REVISIONS PER WP -43 &PLANS HAVE BEEN UPDATED TO DP MEET F.B.C. 6th EDITION (2017) RESIDENTIAL COPYRIGHT MCD 2015: 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. INDEX OF DRAWINGS SHEET SHEET TITLE M SC STRUCTURAL NOTES Oro S1A FOUNDATION PLAN 0 S2A DOWEL PLACEMENT PLAN U S3 FOUNDATION DETAILS J S4A LINTEL PLAN SSA FIRST FLOOR FRAMING PLAN S6 NOTES &CONNECTOR LEGEND 'fillg6�191 STA ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY. DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 2/17/2017 CREATED ELEV A, B, C, &OPTIONAL BEDROOM#5 DP 2 4/10/2016 QC CLEANUP -ADDED MISSING CALL OUT TO FRAMING PLAN DP MASTER UPDATED TO INCLUDE TRAY @MASTER W/ OPT. 3 10/16/2017 BEDROOM #5 (MID -FLORIDA TRUSSES) HG MASTER ELEV A&C W/ TRAY @ MASTER UPDATED FOR FRAME 4 3/1/2018 WALK REVISIONS PER WP -43 &PLANS HAVE BEEN UPDATED TO DP MEET F.B.C. 6th EDITION (2017) RESIDENTIAL COPYRIGHT MCD 2015: 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. 1011111111 11 W pq 8 0 W U 0z _o i Z Z J (n w co Wv=w i �UrF- I= JCA=)�p1`� O 06 rv- rn U I 2 Z _M c Z z> opo= a0Ju POPEr o r , J 0 >- o clu W �*+ (n p a! 0 o Uj OZz -W�4 i V d Q WJ a I LLJ Z LLJ F- O M = C� O o i 0 I Z d F. H Q OWU3 ' = 0 t/a I W I.- W Uj IL LIC U N o _ Go Z i o.. 0- 04 i a BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING -DESIGN: --- -STRUCT: JW jL .._.... ... _ ._.....-----------_-.. QC CHECK: CC JOB No. PSQ-0204731 SCALE: AS INDICATED _. _ ---- - DATE: 03/12/18 S CS �y Llj M Oro 14;ke®e®eeee•e?�/�/����/®rim LL 0 H a s Q[ _ U r 11.1 = U Q O� 0 ., c) J . p �. sees*® • Z it �'� 'fillg6�191 1011111111 11 W pq 8 0 W U 0z _o i Z Z J (n w co Wv=w i �UrF- I= JCA=)�p1`� O 06 rv- rn U I 2 Z _M c Z z> opo= a0Ju POPEr o r , J 0 >- o clu W �*+ (n p a! 0 o Uj OZz -W�4 i V d Q WJ a I LLJ Z LLJ F- O M = C� O o i 0 I Z d F. H Q OWU3 ' = 0 t/a I W I.- W Uj IL LIC U N o _ Go Z i o.. 0- 04 i a BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING -DESIGN: --- -STRUCT: JW jL .._.... ... _ ._.....-----------_-.. QC CHECK: CC JOB No. PSQ-0204731 SCALE: AS INDICATED _. _ ---- - DATE: 03/12/18 S CS 00 r` PRE -PLUMB, - VERIFY LOCATION IN FIELD co LO a+ 0 N F- 0 N (V in N F01 S3 L 30'-0" 9 0 00 H 0 N 0 N F01 S3 LO LO It in 0 in SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. e INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: 151_4" 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 14'•-8" 8" 14'-8" SECTION R506.2.3 FOR REQUIRED LOCATIONS A/C 2. PROVIDE 4" 250OPSI CONIC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR PAD F01 WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q _-/ S3 rt CURRENT CODE EDITION). Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND G EA. END. CO 2 PAVERS 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR U_ F01 S3 N 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Z IN I■ ® FF1 F01 S3 F01 S3 S3 I ■ N ■ 0 N LF ten. ■ Li 16'-0" FO S3 V-0" FIN. FLR. I I M f � ■ 4" THICK CONC. SLAB W/ FIBERMESH. OVER 6 MIL VAPOR 4 I • BARRIER OVER COMPACTED FILL. _ i? - 6'-01 Fa -_ 10110-j]o - - 4,4„ _ . i -- G -- ---- — ---- ----- __ _ I I -_ - ■ Ll------- ■ r3 -6-7 T N N OIL (-)0'-4" - --- ■ ■ FO I I Co�� FO _ S3 FL °-° 9'-4" (2 -STORY FTG) 20'-011 I I F1 FO ( ■ S3 ■ 3.5 F_S3 ■ o _ - 001 o N FO ■ F- PAVERS ■ a CIOA_- 83 9 I r r F13I ■ XS■ IS2A 2.6 • ■• ON o DO D DO D 2'-4„ 16'-0" 2'41 8.1 7'-8" 11-01, 20'_8" V-4" 30-41 9 0 00 H 0 N 0 N F01 S3 LO LO It in 0 in SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60#5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. e INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONIC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). Z 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM p ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND G EA. END. CO LAP SPLICES SHALL BE NO LESS THAN 30". LU 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. �- 0 N 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. Z 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE O SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) I- CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR Z USE ALTERNATE APPROVED METHOD.LU ®®®®lis®®®® 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY ®����� t�// �f®� a T_ COMMUNITY &COUNTY CODES. 0 ` `� ®•° •• '� 00 aL 8. FOUNDATIONS AND SUPPORTS FOR OUTQOOR MECHANICAL 0 4 ` Q w M �• . • Z SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE m 0 2 `w : d _ AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION_ v z ¢ ® Q INSTRUCTIONS. " 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q �,d ••° �a` uJ Z 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Ix/®�8®eo�(•®Q� ®®®� DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO s®/!//1ap1B111®\0 DETERMINE STEP LOCATIONS IF REQUIRED W 11, SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD O FOOTING STEP DOWN AND CORNER INFORMATION. Z 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 Uj SHALL BE ELEVATED A MIN OF 18 CONTRACTOR TO PROVIDE SUCH S2 (-- PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION <( 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER a COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS ix FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W -- — PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. d SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS H DETERMINED BY ASTM- D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF. a Z 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE OU I-_ STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Z 0- FOOTING SIZES PENDING DEPTH OF STEMWALL < � 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STOP- W LU CONTACT E.O.R. PRIOR TO CONSTRUCTION a W 16, ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O W MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE co CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT > U o REQUIREMENTS ARE MET. ' 0 FOOTING SCHEDULE 12"x12"x12" dpw/ #5's EQUALLY SPACED EA. U U P " O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC.W2) # 5 PARALLEL TO CO Z a' 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24 0 m SIDE @3 O.C. &MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN(3)Q 7 BARS & 3" MIN. COVER TO EDGE OF CONC. #5 PARALLEL TO 12" N SIDE 6" O.C. W ti 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z Lu W O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 0 Z U t= BARS & 3" MIN. COVER TO EDGE OF CONC. Q 06 a' (D 8 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 0 0 cn Z - N a, 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 00 Ui W Z > M BARS & 3" MIN. COVER TO EDGE OF CONC. W Z <C 0 m W v, 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. E= Q J 0 Fd 0 >- a 2.5 WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (4) # 5 E.W. _ n U) N 0 BARS & 3" MIN. COVER TO EDGE OF CONC. W„� In Z Q R S § u.l o 32"x32NII2 dp w/ #5's EQUALLY SPACED EA.W IZ Z 0 O -r Z Ywz 0 E 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E -W. 0 F- V ? d W J BARS & 3' MIN, COVER TO EDGE OF CONC. d Q W 0 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. 0 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W o 111 P O Z © O BARS & 3" MIN. COVER TO EDGE OF CONC. U = 1 1 O 0 42"x42"x1LL 2" dp w/ #5's EQUALLY SPACED EA. Q in 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 - - 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. co WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 BARS & 3'" MIN, COVER TO EDGE OF CONC. M O 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q BARS & 3 MIN COVER TO EDGE OF CONC. 48"'x48"x16" dp w/ #5's EQUALLY SPACED EA. 0 W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p M J BARS & 3" MIN, COVER TO EDGE OF CONC. z 0 W W 48"x48"'x24" dp w! #5's EQUALLY SPACED EA. .. 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W = Q 0 BARS & 3" MIN. COVER TO EDGE OF CONC. W 52"x52"x12" dp w/ #5's EQUALLY SPACED EA.Z W Z 0. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. N Q W BARS & 3" MIN, COVER TO EDGE OF CONC. _ 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E W 0 U) O Z BARS & 3" MIN. COVER TO EDGE OF CONC. 0 W"o 0) 0 54"x54"x24" dp w/#5's EQUALLY SPACED EA. Z 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W ��' Q © ,'•�••""• •• BARS & 3" MIN. COVER TO EDGE OF CONC. Z 0. N 0 o- --�- 60"x60"x16" dp w/#5's EQUALLY SPACED EA. u) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. LU BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: MCD 66"x66"x16" dp w/#5's EQUALLY SPACED EA. w DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. _ -DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. I- STRUCT: JW QC CHECK: CC 0) JOB No. PSQ-0204731 FOUNDATION P z SCALE AS INDICATED - ----- w DATE: 03/12/18 0 uatilA (-- COPYRIGHT MCD 2015: 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. a co C9 i� ao M C r co �a. • L� m 11J 00 L) o L- �0 0 � Uj Q � L0 ®® °•®• •• AI - (1) (1) CONT. # 5 FROM© ®®�� d'�®®•••••••®®®® O TIE BEAM TO FOOTING U �'®®®r®rs� �rrP�-aeo” ILL a w H U MASONRY WALL O REINFORCING PER U) z SYMBOLS LEGEND O W � ROJLLw 5 m P ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 14._0, 11-0., T-8" 5'-4" 3,_8,1 1'-0„ & @ 24" O.C. co I— • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60#5 U<¢��a i W O CONT. FTG. TO TIE BEAM. VERTICALLY BETWEEN c 0 C U) �•" Q W Q t= z F_ co F_ LUD T-8" 81-8" 31_0" HOUSE CMU :: INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LU W U) GRADE 60 #5 CONT. FT.G TO TIE BEAM. ■ .. UjH V 0 Ni r - iQ (1) # 5 @ TOP, BOTTOM & 24" O.C. ❑ ■ SECTION VIEW @ VERTICALLY BETWEEN 00 COLUMN & MAIN_ ju.. J Q HOUSE CMU `o k,414®�®�®®rrrrloa'rrr1 Uj f^' FILLED CELL z • �.°„os ®° �� o Z ,— PLAN VIEW o �. o O°. J -r_ U G) u� \ (gip —i bry. J; I ■ t t -------- cv _ _... -------- --------- I I ■ fV — i? ■ ----- /1 is O 0�-----' 00-------- _ -- i F- u ! I l I I I I I hl a_____= -=3 L � � I I I N CV in ■ ■ N ■ ■ ■ 4'41 ih 5'-4" M i ■®■ N Z-) IN • 2-411 16'-0" • ■ • 2'-4" 1'-4v' 6'-0" 20-04' co �a. • L� m 11J 00 L) o L- �0 0 � Uj Q � L0 ®® °•®• •• AI - (1) (1) CONT. # 5 FROM© ®®�� d'�®®•••••••®®®® O TIE BEAM TO FOOTING U �'®®®r®rs� �rrP�-aeo” ILL a w H U MASONRY WALL O REINFORCING PER U) z SYMBOLS LEGEND O W � ROJLLw 5 m P ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 w CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) r o U & @ 24" O.C. co I— • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60#5 U<¢��a i W O CONT. FTG. TO TIE BEAM. VERTICALLY BETWEEN c 0 C U) �•" Q W ® INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t= z co C) LUD HOUSE CMU :: INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LU W U) GRADE 60 #5 CONT. FT.G TO TIE BEAM. .. UjH V 0 Ni r - (1) # 5 @ TOP, BOTTOM & 24" O.C. ❑ z ~ SECTION VIEW @ VERTICALLY BETWEEN COLUMN & MAIN_ ju.. J Q HOUSE CMU `o k,414®�®�®®rrrrloa'rrr1 Uj f^' FILLED CELL z • �.°„os ®° �� o Z ,— PLAN VIEW o �. o O°. J -r_ U co �a. • L� m 11J 00 L) o L- �0 0 � Uj Q � L0 ®® °•®• •• AI - (1) (1) CONT. # 5 FROM© ®®�� d'�®®•••••••®®®® O TIE BEAM TO FOOTING U �'®®®r®rs� �rrP�-aeo” ILL a w H U MASONRY WALL O REINFORCING PER U) z 1/2"=1' �, (1) # 5 @ TOP, BOTTOM PLAN kYP). O W � ROJLLw 5 m P W w 0u)NOB-'Slt 0 r o U & @ 24" O.C. co I— O°I=-zY0 U<¢��a i W O H o VERTICALLY BETWEEN c 0 C U) �•" Q W COLUMN & MAIN o. co C) HOUSE CMU :: W U) .. UjH r - SECTION VIEW U ju.. J Q f^' 4W'MASONRY COLUMN TIE IN 1/2"=1' �, w _jCL z O 00 QW ti CD z � z > � ROJLLw 5 m P W w 0u)NOB-'Slt 0 r o U F— J I— O°I=-zY0 U<¢��a i W O H o W _ Z M 0LL LL o C U) �•" Q W co C) W U) UjH LL U ju.. O W z w 0 W U > Uj M"1 U z U x W s Z _p ZZ z U W (9 M O r , ro LTJ t - Z Z 0U� O � Q Jcr) e~- U DOWEL PLACEMENT PLAN; L L F COPYRIGHT MCD 2015: 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 MANTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Zr,,, 0 H p � W W `W � 0 W W u LLJ W Z W c _ Uj 0. CY c�C > W 0 �OZ a- G. N J BLDG DESIGN: --- STRUCTURALENG: MCD j DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: CC j JOB No. PSQ-0204731 SCALE: AS INDICATED 7 DATE: 03/12/18 S2AJ i n 00 QW ti CD z � z > � ROJLLw 5 m P W w 0u)NOB-'Slt 0 r �cnc>:��uJ o Q J I— O°I=-zY0 U<¢��a i W O H o W _ Z M 0LL LL o C U) �•" Zr,,, 0 H p � W W `W � 0 W W u LLJ W Z W c _ Uj 0. CY c�C > W 0 �OZ a- G. N J BLDG DESIGN: --- STRUCTURALENG: MCD j DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: CC j JOB No. PSQ-0204731 SCALE: AS INDICATED 7 DATE: 03/12/18 S2AJ i (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK J MASONRY WALL 2x BRG WALL PER BOND BEAM IN FULLY BOND BEAM IN FULLY ABOVE -- WALL SO GYP FINISH IS 1=- a�!' ° SEE PLAN FLUSH W/ PLAN AND BEARING W GROUTED CELL. ` GROUTED CELL. ANCHOR TO HAVE MIN. WALL SCHEDULE ©_ SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP 7" EMBEDMENT BELOW FOUNDATION BELOW WHEN MONO DEPTH �t WHEN MONO DEPTH LOWEST STEP OF MIN 5" CONC. SLAB PER W MASONRY WALL �. EXCEEDS 26". IF w °��. EXCEEDS 26". IF M CONC. SLAB PER w M CURB FOUNDATION PLAN SEE PLAN DEPTH IS LESS THAN DEPTH IS LESS THAN r' FOUNDATION PLAN m CONCRETE SLAB PER 26", THESE BARS ARE CONCRETE SLAB PER > 26" THESE BARS ARE (1) #5 CONT. W/ 1-1/2" w M W I o g COVER TYP. Q N. FOUNDATION PLAN - ° NOT REQUIRED FOUNDATION PLAN g NOT REQUIRED � z Q > I 2x P.T. BASE PLATE z a w CONCRETE SLAB PER W O �. VARIES ¢ FOUNDATION PLAN ° #3 STIRRUPS @ ,�% SEE PLAN _ e d° .° 4 ° II 48 Q.C. WHEN a °. ° '4 .4.- - ° d.. °. ° _ 4. MONO DEPTH ( ° ° ..I a 11 a #3 STIRRUPS @ I " I a • ° GRADE z; -:td• ° z - a a a d • " ° ... a. ° d- _ EXCEEDS 26", IF _ __ - ° d :.�Ia GRADE- 48" O.C. WHEN _ d �P ° x ° r ° : q ° - - - - - o o �® �aall� ra u -i d - cn e. DEPTH IS LESS - I - ° ' ° _ z MONO DEPTH - .. a . �I z, o ---_ - _ 00 - - ��i �, Zo - - - - �.. = = O ®��® �d®� a mcm - - - THAN 26" - i. �I -- °r° M EXCEEDS 26", IF w ° �:.. �I _ .- - - -8 6"Al - _ - _- �i O ®��, ®®®®•.®®® �/ �o W 00 THESE BARS _ °a .�' 4 = o DEPTH IS LESS no _- : ° .,. _ �' I _ - - - = - - Z i®®®•®®® ®•••a�/L`�_YI Z© ARE NOT REQ'D „ - 1 -I I - - 1- p �+®� ,� 6 ®� THAN 26 -' - • (1) #5 BAR CONT.. - __�-� - THESE BARS =� -_-_ � T D I____ - , , m.� �W � ® O. Z (2) #5 BARS CONT. ARE NOT REQ'D CLEAN COMPACTED W/ 3" COVER TYP. 8" 16" 4 ®A®� 'r• z W/ 3" COVER TYP. I - CLEAN COMPACTED (2) #5 BARS CONT. I I FILL @ 95% STANDARD CLEAN COMPACTED- (2) #5 BARS CONT. W/ 76" 8" 8" 10" ���'+•`, • 8" 1'-4" FILL @ 95% STANDARD W/3" COVER TYP. 8 1-4' DENSITY FILL @ 95% STANDARD 3" COVER TYP, ®1 0,� �''�° • �' O DENSITY DENSITY ✓®® ®®®•• ®tee U (2) #5 BARS CONT. W/ ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED w MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS FTG FILL @ 95% STANDARD FILL @ 95% STANDARD ®®01199R1lA� WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY U_ GRADEAND 1-1/2" CLEAR TO GRADE AND 1-1/2" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS SHALL BE 1'-4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE T-8" WIDE W/(3) #5 BARS z WEATHER WEATHER O W FOOTING AF02�TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN o ' C FO TYPICAL EXTERIOR 0 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4,1=10-011 3/4"=1'-0" CL W O II J W J Z' d 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATE 1SEE PLAN FOR CLEAN COMPACTED � SHOWER SIZE FILL @ 95% STANDARD NOTE TO CONTRACTOR: U 0 ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D 6 In CL FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL.`'i U MIN. 24" BEFORE n T �° w W a ANOTHER STEP :.a�.I d ❑ z 01 DENSITY CONC. SLAB PER I 0 CONC. SLAB PER 8"x12" THICKENED �- 0 ° ° FOUNDATION PLAN I z FOUNDATION PLAN SLAB W/ (1) #5 CONT. b ¢ ° U J OPTIONAL CURB BY TY � L 4 :. : .. a. � #5 CONT. O W BUILDER W/ 3 COVER P O o4 4 j i° r8" z CY) CONC. SLAB PER - ILL d :. ..r.: °..:_.. .r:° t- W �4' ° Z REINFORCEMENT SEE ( � ° .:, ,Q.es• $ - ... .. ' ° .:::° P ° _ ,, 4 , ..:` ` GRADE �' 4. w o 4 .� FOUNDATION PLAN O Q q, - .ate. �'-irq.r ,+.� W . 4 , t a 1 FOUNDATION PLAN _ •r•b ° o: iI a FOR QUANTITY in v -1—III III .. __=I a4a III—I I a r — . Z -I � °-may � yi • s �. - O r/ — — - V° ° ° .. III I I__ oo , ; _- _ d ° ° • - • ° ti W —I I- _ ° . 4 _ _ -_III—III=Iii III III ° .' ` I I 1=I I- .. a _ I- ...°... �. 90 -DEGREE #5 HOOK a -I - I= = GRADE +° _ .� "'1 - - - ° ° . °.° . a - - — =III=-- - _ ° 4 , III III ° . : a . BARS AT CORNER, OR w _ — �—� �=III=1 I--) I-1 III -ISI a°.. A e ' 4. d ' Q 4 ° ° . I BEND CONTINUOUS #5 j � $ ° z 4„ - 1= -I I_ „ -- d • VERIFY PLAN DETAILS ° 4. °' .. 4; e.. 4.: a . = �_= I 1 I— ao — V : e n• — — 8 I I 8 I I —III- w w "� `.� - FOR REQUIRED #5 4 �. BARS AROUND I-- 6 III=III III=III=1 = - — — —1 I I — _ _ o b - �41. . ° (2) #5 BARS CONT. W/ o i- L ,� �' ---- (2) #5 BARS @TOP III- - -� -I I I� w ...� .a.: ° . 4 °CORNER. LAP REBAR U z - - -_ - - -III; I =I I II.=I I ISI - - ��� 3000VER TYP. AINTAIN ° .j.PER DETAIL MD08 ON W a ,. 3" COVER TYP. 8" 8" 8 8' �- - „ .r r......°r..r ... a Ce - _ __ WHEN MONO DEPTH iii -�. i I -- �I I I-1 I i-' „ ( _. IF_ I 1=11 I -I -III-I � - ° n •d � .. °... LINTEL PLAN � O Z DEPTH EXCEEDS LESS THAN I ((- _ -16" M►N. - 16i' MIN. 9 4 z m VERIFY PLAN DETAILS III -1.1 1-1 =1 I —I U) F- Ce, 26", THESE BARS ARE BEND EACH CONT. #5 w Z — 10� #3 STIRRUPS @ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, O (n W O.C. WHEN MONO CONT. BARS. MAINTAIN z W U � w ,. (2) #5 BARS CONT. CLEAN COMPACTED OR INSTALL #5 HOOK O 0 U �- E DEPTH EXCEEDS 26", 3 COVER TYP. .� rn = m r. W/ 3" COVER TYP. FILL @ 95% STANDARD BARS FOR EACH CONT. Q _� d v WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS BAR. LAP REBAR PER ' O r °' SHALL BE T-8" WIDE W/(3) #5 BARS DETAIL MDO$ ON O THAN 26" THESE BARS DENSITY (' w z [i M 7 ARE NOT REQ'D 1— z oo -- LINTEL PLAN w Z <C O —j LL cn N THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL F10 TYPICAL CORNER BAR DETAIL TOP VIE _ � ° o cc FO FOOTING AT INTERIOR BEARING *FO FOOTING @ SHOWER AT MASONRY FO �M 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4„=1,-0„ J z Q 0� Z Z ~ OQ=W�o 8” C.M.U. FINISH PER 8„ CMU - 0 a a� o a ELEV. FINISH PER ELEV. © W L Z� O o CONC. SLAB PER U FINISH FLOOR v = O Q FOUNDATION PLAN Q z PENETRATING PIPE FINISH FLOOR _ z MAX. 4" PENETRATING w Q M_ r °#5 LOOP TIE (TYP.) d PIPE. MAX 4„ O ° ° ° d ° RADE WOOD POST PER PLAN a Z r - w FILLED CELL PER PLAN ch : �.: ;,�,,o. REFER TO - ° ' FOR SIZE AND BASE H ® °.°' + e, FOUNDATION PLAN - CONNECTION z Q NOTE: AT FRENCH FOR CONT.Lj DOOR LOCATIONS. _ „ ze PVC SLEEVE MAX -+ - 1`iT-_ `� �/a > o TOP COURSE TO BE _ _ _ 4 FOUNDATION i = ° ENTIRE BASE TO BE 9 J CONTRACTOR TO M � � - INFORMATION 6" DIAMETER CHAIR BLOCKS. OO W W W VERIFY WITH DOOR :: ° SLOPE GARAGE `" FOOTING PER PLAN 1= a d FOOTING PER PLAN FILLED SOLID SEE ELEVATION Z Q W W u CMU BASE W/ (1) #5 MANUF. FOR �t �' � REQUIRED RECESS a .. _ J - -I i - CLEAN COMPACTED W _ (� � THRESHOLD PER MFR'S. PVC SLEEVE [ra -- -III- o VERTICAL @ EA. = W FRONT VIEILL @ 95 /o STANDARD CORNER. SEE PLAN ~ W ~ SPECIFICATIONS TOP VIEW CORNER C �M MAXMAx6" DIA. SIDE VIE,/�/� DENSITY o W Z �= " "/ FOR BASE SIZE; BARS <z[ Q W CL THRESHOLD PER CONC. SLAB PER TO TIE INTO EXT. FTG. co ~ MANUFACTURER'S EXTEND SLAB OUT 1 1/2" AT _. ___. _-.-__ --_ .___..__ FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN GARAGE WALL BY TIE IN IO EPDXY SPECIFICATIONS BEYOND CONTACT EOR FOR ADDITIONAL REVIEW 2 #5 x 4 0 BARS CONNECTION �° ° a 0 U) 0 _ ENTRY SWING DOOR / -- FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS O 4 > O W � Q CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE cn PENETRATION FOOTING PER MF08 ON 11, � a 4 °' o Q (� O Z CONC, SLAB PER w DRIVEWAY BY ° ~ v ° °Q d ° d . THIS SHEET BEYOND ° `W W FOUNDATION PLAN w _ BUILDER -CONCRETE - a d a ° a cn zU' N - - �° - CONC. SLAB OR .•°°..� .' ' OR PAVERS i I a : d ° d . • _ _ `�. --- c`n I = - - • Q PAVERS PER PLAN PITCH 4 a w 13LDG DESIGN: ° . 4 a. - O _ _- ° ° `' ° .. d GRAD STRUCTURAL ENG: MCD . SLOPE m ° = _- _ (- -_-I -_ - W. • ° 4° r ---- _ _.-_ _- ._ _ a a,: — o — - Q °o — — ° I--- o' Q— ° �: a ; 4 T= I = DRAFTING: SIGN: --- Z —• °' — —I STRUCT. JW PER DOOR MANUFACTURER SLOPE EXT. SURFACE - - ° -= �--- -CLEAN COMPACTED =I = d = I'- �, - - .o --= SEE FOUNDATION FOR d ° .. A a_ v -- --------- -..._. OR GRADE 1/8,, PER - - - FILL @ 95°/a STANDARD -� - i (ISI 11. . -_ a. - REFER TO PAD SIZE _ 9 ° �..' a:, ...,° .4' to QC CHECK: LLcc - -- FOOT AWAY FROM -I -1 I I DENSITY ---_ _ - - -FOUNDATION PLAN a . : a �- 8' x 8 THICKENED III III - - CLEAN COMPACTED .G .� �'� rr ° cn JOB No. PSQ-0204731 BUILDING 4 g PIPE PARALLEL TO FND _ - SEE FDN. - - FOR CONT. FILL @ 95% STANDARD .° : • I --- EDGE W/ (1) #5 CONT. _ FOUNDATION d Q SCALE: AS INDICATED 1/2" FIBER EXPANSION „ PLAN FOR �- DENSITY AS REQUIRED W/ 3 COVER, TYP. �I =SIZE & REINF. INFORMATION I (- w DATE: 03/12/18 AF11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @ GARAGE DOOR fiFl TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND fi F1 FOOTING @ENTRY MASONRY COLUMN W 3/4"=1'-0" 3/4„^1, 0„ 3/4"=1'-0” 3/4°=1,-0„ I- -COPYRIGHT MCD 2015: 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. THE I GROUT S LEVEL WITH TOP T BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE', HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' gid.' , •Q• .. °.. ° °'° ° Q 4. A—.k nil. r— �.',.... .�— . ° ° • O a ° .. 1^ 7771'a a ° .•, I ° W W z N�~ C- d� BOTTOM STEEL IN LINTEL IF ° � ° .`- C11 O (Dw INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ROUGH OPENING PER PLAN --� --�-- - d 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 `— STD. 90 DEGREE ANGLE 3000 psi ° ° I° a CONC. W/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" 824/0 1147/0 FRAME INFILL AROUND GRADE 60 BAR SIZE BEND 0 LENGTH WINDOW BY BUILDER BEND 0 (2) 2x8 SYP #2 P.T. WOOD HEADER LAP SPLICE PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL NO -SHEAR WALLAT OPENING TURNED SIDEWAYS. ATTACH (2) 2x8 TYPI AL SHEAR WA L SEGMENT MORE INFO T47� SYP #2 P.T. HEADER TO MASONRY a 4 , WALL W/ SIMPSON HU28-2 OR HUC28-2 2/11 /4 41/4 ---- -- - — 24 HANGER @ EA. END. USING (14) 1/4" 21/2 DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 91/2 20 ° ..° 55/8 121/2 9 #5 INTO HEADER. NAIL EACH PLY AND 7 113/4 25 '.�4 7 1151/2 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" 824/0 1147/0 FRAME INFILL AROUND GRADE 60 BAR SIZE BEND 0 LENGTH WINDOW BY BUILDER BEND 0 (2) 2x8 SYP #2 P.T. WOOD HEADER LAP SPLICE PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL NO -SHEAR WALLAT OPENING TURNED SIDEWAYS. ATTACH (2) 2x8 TYPI AL SHEAR WA L SEGMENT MORE INFO T47� SYP #2 P.T. HEADER TO MASONRY a :' •a , WALL W/ SIMPSON HU28-2 OR HUC28-2 2/11 /4 41/4 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" 824/0 1147/0 FRAME INFILL AROUND GRADE 60 BAR SIZE BEND 0 LENGTH WINDOW BY BUILDER BEND 0 (2) 2x8 SYP #2 P.T. WOOD HEADER LAP SPLICE PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL SEE WF01/SD3 FOR 111311 TURNED SIDEWAYS. ATTACH (2) 2x8 11D" "All MORE INFO T47� SYP #2 P.T. HEADER TO MASONRY a :' •a , WALL W/ SIMPSON HU28-2 OR HUC28-2 2/11 /4 41/4 ---- -- - — 24 HANGER @ EA. END. USING (14) 1/4" 21/2 DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 91/2 20 ° ..° 55/8 121/2 32 #5 INTO HEADER. NAIL EACH PLY AND 7 113/4 25 - - 7 1151/2 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" DOOR OR WINDOW OPENING MAX 4'-011 REFER TO DESIGN 10 Of PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS D0 LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 824/0 1147/0 FRAME INFILL AROUND GRADE 60 BAR SIZE BEND 0 LENGTH WINDOW BY BUILDER BEND 0 (2) 2x8 SYP #2 P.T. WOOD HEADER LAP SPLICE PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL SEE WF01/SD3 FOR 111311 TURNED SIDEWAYS. ATTACH (2) 2x8 11D" "All MORE INFO licit �1J/4 SYP #2 P.T. HEADER TO MASONRY a :' •a , WALL W/ SIMPSON HU28-2 OR HUC28-2 2/11 /4 41/4 ---- -- - — 24 HANGER @ EA. END. USING (14) 1/4" 21/2 DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 91/2 20 3 55/8 121/2 32 #5 INTO HEADER. NAIL EACH PLY AND 7 113/4 25 - - 7 1151/2 EACH ADDITIONAL HEADER PLY W/ (2) 40 #6 33/4 81/16 ROWS OF 1 O NAILS STAGGERED @ 6" ° 41/2 81/16 181/2 O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING MAX 4'-011 REFER TO DESIGN 10 Of PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS D0 LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 824/0 1147/0 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL „A„' 111311 11/1„ :7/ 11D" "All „B„ licit �1J/4 „D„ #3 17/8 41/4 15 2/11 /4 41/4 9 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 1151/2 1.8'•-8" 0 142/0 598/0 1114/0 1468/0 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 4 3/$ 9 13/16116 1/2 35 1 51/4 9 13/16 213/4 56 4 °. ° 4. v 4: . 4 4 .. 4 44 LAP SPLICE EMBEDDED )0* REBAR SPLICE DETAIL C STANDARD 90° HOOK c STANDARD 1800 HOOK #3=2%" #4 = 21/2" #5=2%" #6=3" #7=3%" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 14' 0" T-0" 22'-8" 0 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. W O z O OlY a RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 W I- < 0 f PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL Q Z W ❑ co V- N z O o W W p Q ❑ p `� U- W O LINTEL !- `V STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32-IB/8F32-08 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. ,� J. ALL STANDARD LINTELS TO HAVE MIN. 4 NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4, LINTEL MIN, DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS V-6" 2231 3069/3069 6113/6113 8974/8974 10000/100 00 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-�8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'•-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681 / 2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 ®��Ilo11111114 rr� 41, c� ®® ��� ®d Uj c� ��e'.•.•®®®®®®•®•®.cv` �` � ,_ •®�L �: W °° Q Z ' a � �• :�% ° 4 ' '•® LLI ®®�® d'�®®•®•.®®®••®o '� z F ���� p� ��� ��- ®®ass99A1�►�° U- m 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471 /352 1075/1075 1838 /1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 " 3 / 0 / 984 61 6 12 -8 0 69 261 10 2 1697 / 13 2 30 / 1738 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 MATERIALS 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 1, fc PRECAST LINTELS = 3500 PSL 2. f PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE 18'-0" 0 211/0 750/0 1177/0 167610 1.8'•-8" 0 142/0 598/0 1114/0 1468/0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'--8" 0 145/0 550/0 981/0 1376/0 22'-8" 0 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. W O z O OlY a RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 W I- < 0 2'-8" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE 3'-0" 1230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 W O LINTEL F = FILLED WITH GROUT 2 4 -4 846 / 833 2121 / 1716 3127 / 839 MARK REQUIREMENTS U = UNFILLED a 5'-4" 664/572 1761/1761 2595/2595 R = RECESSED & FILLED WITH GROUT W a O 8R6-0B/1T 6'-4" 526/434 .1539/1539 1329/2267 T-4" 480/322 1334/1334 1964/1552 QUANTITY OF #5 REBAR W O 8'-4" 415/235 1152/1152 1694 / 1552 8F16-1­B/1T BOTTOM OF LINTEL CAVITY J O 8F8-06/17 ��--QUANTITY OF #5 REBAR AT TOP Q 8R14-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O 8F16-1B/1T co TYPE DESIGNATION NOMINAL WIDTH J O 8R14-0B/1fi CL WALL LEGEND 0 8F16-0B/1T 1-1/2" CLEAR o O 8F20-16/17 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR Q ❑ _ #5 REBAR AT TOP MIN. (1) REQ'D BEARING WALL (OR LINTEL 0 8F20-OB/1T c~j = 11'-4" T.O.M. IF REFERENCED ON SHEET 1 z C.M.U. F- S4). VERIFY HEIGHT W/ O 8R22-1B/1T ° g GROUT 3 -0 = KNEE WALL TOP ARCHITECTURAL PLANS U.N.O. 4 z #5 REBAR AT BOTTOM OF LINTEL - U- O 81`24-16/17 @ 1 ' 11 -4 ifl CAVITY O V-*-- �I`-- BOTTOM REINFORCING PROVIDED z O 8R22 OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 1 O 1 8F24-0B/1T O 1 8" NOMINAL WIDTH CO (DMIN. 161-0,1 101 8R30-16/17 FILLED I a W O 8F32-1B/1T 1-1/2" CLEAR 0 8R30-OB/1T 0 _ #5 REBAR AT TOP MIN. (1) REQ'D c~i) 81`32 -OB/1T z C.M.U. T 8F38 -1 B/1 T LL '60 Z 0 0 81`12 -1 B/OT CD O ' -•-•—* BOTTOM REINFORCING PROVIDED O 81`40 -1 B/1 T 7_5/8" ACTUAL IN LINTEL (VARIES) U wO 8F28 -1 B/1T 8" NOMINAL WIDTH O W 8F40 -0B/1T UNFILLED I= - h N co W U z1�-1/2" CLEAR Z _z a Q ❑ a =i:=#5"REBAR AT TOP MIN. (1) REQ'D 0 0 z H W ° ° •:, TOP KNOCK OUT/ LINTEL BLOCK 0 cow COURSE ? - ❑ '4.,—#5 REBAR AT BOTTOM MIN. (1) u r- O � REQ'D 0 Uj H'- 16 GA. POWERS STEEL BOXED O Z 7.5/8" ACTUAL LINTEL z 8" NOMINAL WIDTH p POWERS STEEL z SAFE LOAD TABLE NOTES w 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED I' LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL z RECESSED LINTELS BASED ON 4" NOMINAL BEARING. H 2. 0 = NOT RATED, 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING w ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. ♦co♦� v/ 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY o CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF N SUPPORT. w W. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. I 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U ❑ 3/4"=11.01, LINTEL PLAN_ COPYRIGHT MCD 2015: 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. da Z 0 0 r U W W W U ° Z �P U °m Z c0 to U r, Z W V ti UjT 8 (� LU 0 0 c ZQO_jLL� 75i CL JV~p}:� c J �coW0 di Z O3: Uj O❑Z=WY=E LF— LL W LIJz = DO o U) 3; Q � Z 00 co > L j o WJE, 0 W W _0(j) W WZ.e W a 3 W M 0 U)0= WU) p 0 Go z CL C4 BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- STRUCT: JW -------------- QC CHECK CC JOB No PSQ 0204731 SCALE: AS INDICATED DATE: 03/12/18 S4A 1 111 It )11' 11 11111 WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ----- ��� = 11'_4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ Q M r =KNEE WALL TOP ARCHITECTURAL PLANS @ 11' 4„ U.N.O. W a WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ F1 ATTACH B2x12 BEAM TO O.C. MAX 1/2" FLITCH PLATE. j 2 - - r cv ■ CMU USING HUC410 W/ (10) BUCKET TO COLUMNS ON ►i D Uj NOTE: COLUMN B — A 10d NAILS & (18) 1/4"x2-3/4" EA. END WITH HUC48 w/ z TO SUPPORT _ ■ TAPCONS (14) 16d NAILS & (6) 1 O LANDING BEAM = =- - NAILS. 0 U ONLY FT3 -- - ° > 4Y of CL A A ® ATTACH BEAM TO CMU w g _-.__..._..._ _ USING HUC410 W/ (10) 10d 101- 8 3/4" u_ 2x8 SYP#2JOISTS @ 16 � pq ° S1 -- -- - - -- - - - NAILS & (18) 1/4"x2-3/4"' A. F. F. BEAM & LEDGERATEA. U U ES TO u - Y TAPCONS Z �0 ° - -- , UD 2 ■ END. 82x12 BEAM W/ (2)-2x4 SPF#2 TOP u~i " s5 O - - PLATE TO SUPPORT STAIR 2x8 SYP#2 LEDGER W/ o -- - LANDING. REFER TO DETAIL I/S5A. (4) 12d NAILS TO EA, O �.. z M r " ■ STUD @ 16 O.C. MAX w � [� F_ -_. FO z I W U h D FALSE FRAMING BY O Z D U °` - E - TRUSSES PER PLAN. H (- ...,. 1 O7 1 t U BUILDER. U¢U 06C14 © r rn U_ w I uN. U... Ir U_--_ LL LL LL --_ ■ F6 O n Ca W Z L1 C-4 `' c LLQ ZF-z>_joo DO I w <C0_jU SD1 -- H m .� c H2xs Fro - - _.._..___ Fs 2 STAIR LANDING DETAIL ------ ----I i..__. .---- 3/4"=1'-0" ~ WLL U) co d FE 0 LUa DO BW1 F1 E F4 1 U Qz�WYz I— U ¢ SD1 B 18 BW1 ■ o i- Q W< W a - F1 F4--- WF- � 0 S1 0 LLI Z 0LL0© r 2x4 SYP #2 BLOCKING @ 16" O.C. BW1D d ATTACH EACH END TO TRUSSES F1 2x6 STUDS ? S1 W/ (3) 12d TOE -NAILS. ATTACH O -- D BLOCKING TO WALL BELOW W/ DO F4 U) :Q F1 SIMPSON DTC CLIP F1 SD1 (L Z 2 D F72 18 4 E ■ Q Q O S1 LDO F o ' t J D1 S1 9 D © O > p n DIm o W J 2 D2 I IF4A z O ,W W u FI ul F1 E1 w D LU Z W D3 p 3 FO TYP. @ o W IF 1 E2 p ENTRY U.N.O. Q Q Uj CL 1 = �— Cl < CJ5 CJ4 CJ 3 ~ 0 U) Q = CJ w� O W U) 0 CJ3 ��'1 'f�� CJ3 o O rte.. Z sLu U M ce)� 'iIZ a N U) CJ1 w BLDG DESIGN: 1 0 ■ �� STRUCTURAL ENG: MCD W DRAFTING: 2— ct) ..� �` -DESIGN: U-STRUJW W QC CHECK: - --- CC-- _ --- -- _ _ U) JOB No. PSQ-0204731 `Z SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 03/12/18 LW NOTE: SEEco PAGE S6 FOR NOTES At D CONNECTOR LEGEND S5A COPYRIGHT MCD 2015: 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. IX FLOOR SHEATHING & CJ3 'fes, FO D NAILING PER PLAN. J3T I CJ5 FLOOR TRUSSES PLAN (NOT SHOWN THIS N ICJ5T PER PLAN. I I DETAIL FOR CLARITY) z GIRDER TRUSS PER PLAN _© w A5T ■ FO I A4T NAIL (2)- 2x4 SPF#2 TOP _ D PLATE TO THE TOP OF~ A3T %*�rrrrer�ar®r®®® I A2T THE 2x12 BEAM. NAIL EA. AlT ����, Al ■ ,� AI 91-411 PLY W/ (2) ROWS 10d \Q \®®�°�®� ®®®®®zJ�® a� ®• •. j 00 Al NAILS @ 8" O.C. & 2" FROMZ! .•' d'.®'L Al B2x12 BEAM W/(2) -2x4 SPF#2� TOP PLATE TO SUPPORT STAIR REFER TO DETAIL 1 EA. END. TOP PLATE :r=, , 0 O®d 7LANDING. 1 /S5A. Al - - - - - - - _ - SHALL BE STOPPED fWHERE STOP (2)-2x4 SPF#2 TOP PLATE, ALLOWING BEAM TO PAS 00. F1 Al 71 BELOW FLOOR TRUSSES. REFER TO DETAIL 1/S5A. u� �o b11� w®O W D OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d Al ■ o V 5 19 ----- 1 = FTI S5 „ „ NAILS @ 8 O.C. & 2 FROM EA. END, PASS UNDER THE FLOOR WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ F1 ATTACH B2x12 BEAM TO O.C. MAX 1/2" FLITCH PLATE. j 2 - - r cv ■ CMU USING HUC410 W/ (10) BUCKET TO COLUMNS ON ►i D Uj NOTE: COLUMN B — A 10d NAILS & (18) 1/4"x2-3/4" EA. END WITH HUC48 w/ z TO SUPPORT _ ■ TAPCONS (14) 16d NAILS & (6) 1 O LANDING BEAM = =- - NAILS. 0 U ONLY FT3 -- - ° > 4Y of CL A A ® ATTACH BEAM TO CMU w g _-.__..._..._ _ USING HUC410 W/ (10) 10d 101- 8 3/4" u_ 2x8 SYP#2JOISTS @ 16 � pq ° S1 -- -- - - -- - - - NAILS & (18) 1/4"x2-3/4"' A. F. F. BEAM & LEDGERATEA. U U ES TO u - Y TAPCONS Z �0 ° - -- , UD 2 ■ END. 82x12 BEAM W/ (2)-2x4 SPF#2 TOP u~i " s5 O - - PLATE TO SUPPORT STAIR 2x8 SYP#2 LEDGER W/ o -- - LANDING. REFER TO DETAIL I/S5A. (4) 12d NAILS TO EA, O �.. z M r " ■ STUD @ 16 O.C. MAX w � [� F_ -_. FO z I W U h D FALSE FRAMING BY O Z D U °` - E - TRUSSES PER PLAN. H (- ...,. 1 O7 1 t U BUILDER. U¢U 06C14 © r rn U_ w I uN. U... Ir U_--_ LL LL LL --_ ■ F6 O n Ca W Z L1 C-4 `' c LLQ ZF-z>_joo DO I w <C0_jU SD1 -- H m .� c H2xs Fro - - _.._..___ Fs 2 STAIR LANDING DETAIL ------ ----I i..__. .---- 3/4"=1'-0" ~ WLL U) co d FE 0 LUa DO BW1 F1 E F4 1 U Qz�WYz I— U ¢ SD1 B 18 BW1 ■ o i- Q W< W a - F1 F4--- WF- � 0 S1 0 LLI Z 0LL0© r 2x4 SYP #2 BLOCKING @ 16" O.C. BW1D d ATTACH EACH END TO TRUSSES F1 2x6 STUDS ? S1 W/ (3) 12d TOE -NAILS. ATTACH O -- D BLOCKING TO WALL BELOW W/ DO F4 U) :Q F1 SIMPSON DTC CLIP F1 SD1 (L Z 2 D F72 18 4 E ■ Q Q O S1 LDO F o ' t J D1 S1 9 D © O > p n DIm o W J 2 D2 I IF4A z O ,W W u FI ul F1 E1 w D LU Z W D3 p 3 FO TYP. @ o W IF 1 E2 p ENTRY U.N.O. Q Q Uj CL 1 = �— Cl < CJ5 CJ4 CJ 3 ~ 0 U) Q = CJ w� O W U) 0 CJ3 ��'1 'f�� CJ3 o O rte.. Z sLu U M ce)� 'iIZ a N U) CJ1 w BLDG DESIGN: 1 0 ■ �� STRUCTURAL ENG: MCD W DRAFTING: 2— ct) ..� �` -DESIGN: U-STRUJW W QC CHECK: - --- CC-- _ --- -- _ _ U) JOB No. PSQ-0204731 `Z SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 03/12/18 LW NOTE: SEEco PAGE S6 FOR NOTES At D CONNECTOR LEGEND S5A COPYRIGHT MCD 2015: 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. IX FLOOR SHEATHING & EXTERIOR WALL FRAMING Cil NAILING PER PLAN. -- AND CONNECTIONS PER FLOOR TRUSSES PLAN (NOT SHOWN THIS N PER PLAN. I I DETAIL FOR CLARITY) z GIRDER TRUSS PER PLAN _© w NAIL (2)- 2x4 SPF#2 TOP _ PLATE TO THE TOP OF~ %*�rrrrer�ar®r®®® 0) THE 2x12 BEAM. NAIL EA. `, ����, a ,� AI 91-411 PLY W/ (2) ROWS 10d \Q \®®�°�®� ®®®®®zJ�® a� ®• •. j 00 A. F. F. NAILS @ 8" O.C. & 2" FROMZ! .•' d'.®'L p. 1 EA. END. TOP PLATE :r=, , 0 O®d = z (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 - - - - - - - _ - SHALL BE STOPPED fWHERE (U F1 NAIL (2)-2x4 SPF#2 TOP PLATE TO TO TME TOP 71 INDICATED ONco u� �o b11� w®O W D OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d THE FRAMING PLAN, ALLOWING THE BEAM TO o d® ••® ��; .�®®®®®®•®• .. �® z „ „ NAILS @ 8 O.C. & 2 FROM EA. END, PASS UNDER THE FLOOR ®® �° ®®®®/®®®ow�rp��®�®® } (2) 2X12 SYP#2$EAM W/ 1/2" FLITCH PLATE. TRUSSES. � Q BUCKET TO HEADER W/ HUC410 HANGER W/ U- (18)- 16d NAILS & (10)- 10d NAILS. BUCKET (2) 2X12 SYP#2 BEAM W/ LU OPPOSITE END TO CMU WALL WITH HUC410 1/2" FLITCH PLATE. REFER W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 10d NAILS. TO FRAMING PLAN FOR O (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 BEAM CONNECTIONS. a LU KING STUD, NAILED PER HEADER SCHEDULE. MIN. 2x8 SYP#2 JOISTS @ S2 16" O.C.W/ A35 ANGLES OR > Q LUS26 HANGERS EA. END. REFER TO DETAIL STO1/STI FOR CL " ADDITIONAL STAIR FRAMING INFORMATION H2x12 HEADER PER PLAN = - NOT SHOWN THIS DETAIL FOR CLARITY. 1- O 1 STAIR FRAMING DETAIL d 3/4"=1'-0" W CL z o O v 1— 2x4 SPF#2 NON-BEARING WALL PER PLAN. Q (.� 2 C of (!� 2x4 SPF#2 NON-BEARING Iw- W WALL W/ STUDS @ 16" (2) 2X8 SYP#2 BEAM W/ F1 ATTACH B2x12 BEAM TO O.C. MAX 1/2" FLITCH PLATE. j 2 - - r cv ■ CMU USING HUC410 W/ (10) BUCKET TO COLUMNS ON ►i D Uj NOTE: COLUMN B — A 10d NAILS & (18) 1/4"x2-3/4" EA. END WITH HUC48 w/ z TO SUPPORT _ ■ TAPCONS (14) 16d NAILS & (6) 1 O LANDING BEAM = =- - NAILS. 0 U ONLY FT3 -- - ° > 4Y of CL A A ® ATTACH BEAM TO CMU w g _-.__..._..._ _ USING HUC410 W/ (10) 10d 101- 8 3/4" u_ 2x8 SYP#2JOISTS @ 16 � pq ° S1 -- -- - - -- - - - NAILS & (18) 1/4"x2-3/4"' A. F. F. BEAM & LEDGERATEA. U U ES TO u - Y TAPCONS Z �0 ° - -- , UD 2 ■ END. 82x12 BEAM W/ (2)-2x4 SPF#2 TOP u~i " s5 O - - PLATE TO SUPPORT STAIR 2x8 SYP#2 LEDGER W/ o -- - LANDING. REFER TO DETAIL I/S5A. (4) 12d NAILS TO EA, O �.. z M r " ■ STUD @ 16 O.C. MAX w � [� F_ -_. FO z I W U h D FALSE FRAMING BY O Z D U °` - E - TRUSSES PER PLAN. H (- ...,. 1 O7 1 t U BUILDER. U¢U 06C14 © r rn U_ w I uN. U... Ir U_--_ LL LL LL --_ ■ F6 O n Ca W Z L1 C-4 `' c LLQ ZF-z>_joo DO I w <C0_jU SD1 -- H m .� c H2xs Fro - - _.._..___ Fs 2 STAIR LANDING DETAIL ------ ----I i..__. .---- 3/4"=1'-0" ~ WLL U) co d FE 0 LUa DO BW1 F1 E F4 1 U Qz�WYz I— U ¢ SD1 B 18 BW1 ■ o i- Q W< W a - F1 F4--- WF- � 0 S1 0 LLI Z 0LL0© r 2x4 SYP #2 BLOCKING @ 16" O.C. BW1D d ATTACH EACH END TO TRUSSES F1 2x6 STUDS ? S1 W/ (3) 12d TOE -NAILS. ATTACH O -- D BLOCKING TO WALL BELOW W/ DO F4 U) :Q F1 SIMPSON DTC CLIP F1 SD1 (L Z 2 D F72 18 4 E ■ Q Q O S1 LDO F o ' t J D1 S1 9 D © O > p n DIm o W J 2 D2 I IF4A z O ,W W u FI ul F1 E1 w D LU Z W D3 p 3 FO TYP. @ o W IF 1 E2 p ENTRY U.N.O. Q Q Uj CL 1 = �— Cl < CJ5 CJ4 CJ 3 ~ 0 U) Q = CJ w� O W U) 0 CJ3 ��'1 'f�� CJ3 o O rte.. Z sLu U M ce)� 'iIZ a N U) CJ1 w BLDG DESIGN: 1 0 ■ �� STRUCTURAL ENG: MCD W DRAFTING: 2— ct) ..� �` -DESIGN: U-STRUJW W QC CHECK: - --- CC-- _ --- -- _ _ U) JOB No. PSQ-0204731 `Z SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 03/12/18 LW NOTE: SEEco PAGE S6 FOR NOTES At D CONNECTOR LEGEND S5A COPYRIGHT MCD 2015: 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. HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE TAG HEADER FASTENERS CONNECTION & FASTENERS UPLIFT VALUES VALUES TAG PUD LUMBER CAP. BLOCKING O (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE PACING SPECIES TOP BOTTOM (plf) SPF(Ib) SYP(Ib) H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d NO < B� (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 HETA16 w/(9) 10dx12" NAILS OR FRAME TO CMU 1810 1810 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT MID -SPAN �/ � HETA20 w/(9) 1Od x 11' NAILS ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 H2x8 (2)2x8 #Z SYP w/2" FLITCH PLATE SP4 W/(6) SP4 W/(6) 570 plf MID -SPAN (1 )ply TRUSS (10)10d x 1 2' NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 16d NAILS BW2 16" SPF 1 Od x 1" NAILS I Od x 1 ' NAILS �„ (2)ply TRUSS (12) 16d x 1 2 NAILS (2)ply 2500 (2)ply 2500 ATTACH KING STUD TO HEADER w/(10) O (2)2X6 SPF #2 BUILT UP STUD COLUMN H2x10 2)2x10 #2 SYP w/2" FLITCH. PLATE SP4 W/(6) SP4 W/(6) 16d NAILS 570 If 3 HIDA w/(18)1Od x 14' NAILS OR H10A 1015 H10A 1340 BW3 16 SPF 10d x 12" NAILS 10d x 12" NAILS p ard. PT. (2)ply TRUSS H1 II w/(18) 1 O x 1 2 NAILS FRAME TO FRAME H10A-2 1070 HI II 1245 H2x12 2 2x12 #2 SYP w/2'" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) AEO (3)2X6 SPF #2 BUILT UP STUD COLUMN HTS20 w/(24)1 Od x 1 1" NAILS T 16d NAILS BW4 12" SPF (0) 12d 12d NO MID -SPAN 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 TOENAILS TOENAILS UPLIFT H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) O (2)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS (AT EXT LOCATIONS INCLUDEILS (3)12d1 TOENAILS) 5P4 W/(6) SP4 W/(6) 760 plf MID -SPAN FRAME TO FRAME 2490 2900 BW5 12" SPF 1 Od x 12" NAILS 10d x 12" NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) GO (3)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS SP4 W/(6) SP4 W/(6) 1 6❑ H2.5Aw/III FRAME TO FRAME 535 600 BW6 12" SPF !' !' 760 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(10) 10d x 12 NAILS 10d x 12 NAILS < (3)2X4 SYP #2 BUILT UP STUD COLUMN H3.5x9.25 (2)1.75"x9.25" LVL \,/ 16d NAILS MTS12 w/(14)1 Od x 1 2'" NAILS (3) 12d (3) 12d NO El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ATTACH KING STUD TO HEADER w/(12) B� 16 SYP UPLIFT MID -SPAN TOENAILS TOENAILS O (2)2X6 SYP #2 BUILT" UP STUD COLUMN H5.5x11.25 (3)1.75"x11.25" LVL 16d NAILS MGT w/(22)10d' EPDXY ANCHOR w/SIMP. SET -XP EPDXY ��� BW8 16" SYP SP4 W/(�6) SP4 W/(6) p MID -SPAN � MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 HOx12 O 2 1 Od x 12 NAILS 1 Od x 12 NAILS 664 If O 2x12 #2 SYP w/ - FLITCH ATTACH KING STUD TO HEADER w/(10) K (2)2X8 SYP #2 BUILT UP STUD COLUMN PLATE BETWEEN PLIES 16d NAILS F-91HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 HEADER SUPPORT SCHEDULE BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. L 4x4 SYP #2 POST SET EPDXY MIN. 7" EMBEDMENT 1 Od x 12" NAILS 10d x 12" NAILS HGT-2 w/ 16 1 Od NAILS w/ Z 3i EPDXY ANCHOR w/51MP. SEE PLAN FOR WALL WIDTH 10 � ) O 4 FRAME TO CMU 10980 8910 OPENING SIZE JACKS @ EA. END KINGS @ EA. END (2) 12d (2) 12d NO SET EPDXY MIN. 12" EMBEDMENT BW10 12" SYP MID -SPAN M 6x6 SYP #2 POST TOENAILS TOENAILS UPLIFT V-0" TO 3'-11 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 BW11 12" SYP SP4 W/(6) SP4 W/(6) NO 8x8 SYP #2 POST 4'-0" TO 7'-11" 2 2 885 plf MID -SPAN 1 Od x 12 NAILS 1 Od x 12 NAILS 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 O8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) 885 plf Mrd. PT. 3-1/2"x3-1/2" LVL COLUMN BW12 12" SYP 1 Od x 12" NAILS 1 Od x 12" NAILS a 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 1Q'-0" TO 12'-0" 3 4 1 SP4 W/(6) SP4 W/(6) O 3-1/2"x5-1/4" LVL COLUMN. STANDARD HEADER NOTES Bw13 16" SPF 1 Od x 12" NAILS 1 Odx 12'" NAILS 280 plf MID -SPAN /� 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f @ 32"o.c. @ 32"o.c. 3-1/2"x7 LVL: COLUMN. 1. VERIFY WPLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF �1 �„ 380 plf MID -SPAN APPROVAL FROM E.O.R. 11 x 12 NAILS 1 Od x 12 NAILS O 3-1/2"x9-1/2" LVL COLUMN. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. @ 24"o.c. @ 24"o.c. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ATTCH STUDS TOGETHER3. NAIL #2 SYP HEADER PLIES OGE HIER USING: (2) ROWS OF 10d NAILS @12 O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES T 5-1/4"x5-1/4" LVL COLUMN. SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAILS @12" O,C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY WPLAN FOR WALL SIZE, ASSUME 2x4 STUDS U.N.O. V 5-1/4"x7" LVL COLUMN. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO ❑ e„ MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 LTT206 w/(10) 10d NAILS & 8 EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 EPDXY MIN, 7" EMBEDMENT CMU 7"x7" LVL COLUMN 4. NAIL KING STUDS TO HEADER w/(3) IOd TOENAILS PER SIDE IN ADDITION TO NAILING 3, CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE X . PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD w/(18) 16d x 22" NAILS w/ STEAD OF INDICATED SP4. a-" EPDXY ANCHOR w/SIMP. 5. IF MORE THEN (1)KING IS REQ'D, AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. O 3 1/2" X 11 7/8" LVL COLUMN USE 18 #1 Ox1-1/2" SD SCREWS INSTEAD OF NAILS WF0$/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. ❑ (3)HTS20 w/(24)1 Od x 1 2' NAILS 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. g„ 20 2 FRAME TO FRAME 3735 4350 7. BASE PLATE TO BE ATTACHED TO FOOTING USING J -BOLTS OR EPDXY (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & O 5 1/4" X 9 1/2" LVL COLUMN 8: SEE DTL. WF09/SIO FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/7'" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x21/4" TITENS FRAME TO CMU 2420 2800 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR+ MORE INFO. ANCHORS. ROOF NOTES. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES R WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY I 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE GT w/ (22) 1 Od NAILS TO GIRDER & (1) 5/8" A.T.R.THRU 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16 O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP f C 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 4x4: ABU44 w/(1 2)16d NAILS & 8" EPDXY ANCHOR wIMIN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 7" EMBEDMENT BOTTOM CHORD, CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD $x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP,. HETA16/20, U.N.O. ON PLAN. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. 7" EMBEDMENT COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT WSIMP. HETA16/20 @ 24'"o.c. OR 32"o.c. VERIFY w/ TRUSS 5, ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 8x8: ABU88 w/(18)16d NAILS & (2) 8" EPDXY ANCHORS w/ 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H1OA-2 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR N q 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. STANDARD �`""1I L SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS IF UPLIFT EXCEEDS 5351bs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTESI8d STANDARD NAIL GENERAL DIAMETER/ LENGTH 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. TRUSSES ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE) 5/8" OR 19/32" OSB (WITH TILE) 131" x 22" 10. USE TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 ABOVEE THE GARAGE. O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 10d .148"' x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6"' 0 C IN FIELD SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF TO POST: SIMP. HTS20 OR MSTA18 ®. Ld TO BEAM: SIMP. HUC48 w/(14)16d & (6)-1 Od NAILS o Z 11 #2 SYP OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS, PLY CLIPS TO BE1 12d 148„ x 3' CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. 4 FLOOR FRAMING NOTES DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW TO POST: SIMP. HTS20 OR LSTA18 AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT O REVISE THE GABLE ENDS: 16d 162" x 32" B2x10 WITH 1/2" FLITCH PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ O" O.C. PLATE NAILS & (18) 4'x24' TAPCONS GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. 8d RING SHANK 113" x 28" 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED &ENGINEERED BY FLOOR JOIST/TRUSS CO. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO.E+ NAILING NOT S CONTACT E.O.R. ALONG WITH TRUSS CO, O VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING 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 NAI LS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, INDICATED LONG IT MEETS OR EXCEEDS THE G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION R REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE DIAMETER AND LENGTH INDICATED. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV- ATIVELY FLOOR SHEATHING NOTES THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BU ILDE R NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACKED To. FLOOR NAILING NOTES LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED NAILS:. NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL ---- STOP---- PANEL EDGES AT MIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END E SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH 10d TOENAILS: ON EDGES AND 2"IN FIELD. EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6 I TAG I BEAM SIZE I CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 112 #2 SYP (10) 1 Od NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)-1"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & .5x11. (10) 1 Od NAILS 25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18) 4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & .5x11.(10) 1 Od NAILS 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18) 4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18) 4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 31 /2" SDS 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" SDS 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 WPLAN 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 d z 0 CO0 N. Z 0 W NOTES & `. CONNECTOR LEGEND COPYRIGHT MCD 2015: 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%1111 11111III TO POST: SIMP. HTS20 OR MSTA18 ®. Ld TO BEAM: SIMP. HUC48 w/(14)16d & (6)-1 Od NAILS o Z 11 #2 SYP TO MASONRY: SIMP: HU48 OR HUC48 62x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14) a"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) 1 Od NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(1IOd PLATE NAILS & (18) 4'x24' TAPCONS ON MASONRY: (1) SIMP, MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 112 #2 SYP (10) 1 Od NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)-1"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & .5x11. (10) 1 Od NAILS 25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18) 4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & .5x11.(10) 1 Od NAILS 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18) 4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18) 4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 31 /2" SDS 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" SDS 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 WPLAN 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 d z 0 CO0 N. Z 0 W NOTES & `. CONNECTOR LEGEND COPYRIGHT MCD 2015: 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%1111 11111III c) ®. Ld co o Z 2<C cc: N" 0,ui 0 •0 o U U- W C7 4y U ° 0 A ° U LU a. z 0 z : Z Z a� M I.I.I (n W U W W �E ©u'N,8 CSW�aM��' ZQ0m��'ti J00~❑> -08 =W 0w�,� � W ZQo? wo F- 0 aZ LU he 0 <=W�°- F- < LL W F-' ." W Zo Z �© IM Z e' - o H a_ 0 � W W W o J Z.- 0 W W u _ K Vi W W Z W rn 0 O = W U) p 0n'-coZ IZ a. C4 BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- STRUCT: JW OC CHECK: CC JOB No. PSQ 0204731 SCALE: AS INDICATED DATE: 03/12/18 " � I I I 1I 1l'J_ If!'! k ul'�I 1111I I I'__ � J I �E.I WALL LEGEND = 9'-4" T.O.M.= INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ KNEE WALL TOP ARCHITECTURAL PLANS @ LU 1 V-4" U.N.O. z0 1 1 co EXTERIOR FRAME WALL SQUARE) SCHEDULE (PARK z 0 WALL HEIGHT STUD&SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8,41 X 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 0*) Uj 0 "0 �N 4;� 9'-0"N*11� 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 00 % Ld Ci 0 94-41' 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX co 0 Olt z < L) U1 eluj U 0 0: Z 2x4 SPF #1/#2 16" O.C. MAX 12" O.C.MAX -.4: 0 M•'k O.Z Uj 101-07-T I < EXTERIOR FRAME WALL NOTES % so*,* 0 _j j SAA 0U_ U_ 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Uj TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR X REQUIRED STUD SPACING. U_ 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 0 & NAILING PATTERN. z 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE 0 W NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF co> SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE: THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR CL REVIEW OF EXTERIOR STUDS . .. ... 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1t#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. U) LU so_j Z W/ STRAPS ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B 2 a. SDS C) SO A 4 SO 10 3 \H2x a a M M 04 L0 M co 4 Cill H2V6 Cil (0 CJ3r 10D CJ3 C.15 C.15 J J7 7 J7 J7 co J7 J7 (FOR AC CLOSET BEAM P LF J7 �TO ATTACHMENT, REFER DETAIL 2/S5A) J7 J7 (FOR AC CLOSET BEAM B ATTACHMENT, REFER J7 E J7TO DETAIL 2/85A) III W LL 0 F- z I U 7— <0 r < . Ole X 71P W W 0 0 z � < (0 CL z LL (D co I -- U) V_ z W F- 0 F- Z 0 E :) 0 06 0)rn q so 0 CJ3 Z :C%4 a W, 00 a W < Z z > E 0 _j U-,_ 0 0 Cil H 2x6 z 8 1U) W LL 0 0 6jo Ar Cj1.: M H2x6 Z<03:..I Z r- (0 III J7 4 LL 0 - Z o J7 z :1 CLz�-WRO ()<=)W5= 7— <0 r 0 < LL W W 0 0 z � J7 0 17 K W -r 0 U_ 0 0 CJ5 \ 1 0 < U) L CJ5 z W CJS U) Of) so 0 CJ3 Z :F 0 0 Cil H 2x6 z P 0 Cil ¢ Ar Cj1.: M H2x6 t/> > LLi UJI W %14. 7M a z 7 _j 007 LU W 0 77 0 W W 4 A 0 col �Q H2x6 (5 X 00 �A LU I.. Uj U \11.� B 18 is W Z 0 z SWM SD5, �<- C0 CY W < g 0 0)0= W "'e U) ') R 00 z 0 W W z (9 CL CL C-4 55 W W BLDG DESIGN: --- U) STRUCTURAL ENG: MCD W DRAFTING cr_ -DESIGN: --- -STRUCT: JW QC CHECK cc JOB No. PSQ-0204731 u) :5 F_ SCALE: AS INDICATED w a ROOF RRPAM NG P LAN z --- DATE: 03/12/18 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND I_0;1 I ' I 1/4"=1 S7A COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS ........... All _' I 111 111Lljill JI II d L 11 ALTERNATE CONNECTIONS I.L.O. J -BOLT: I. MIN. (6) 1/2"x5"TITEN HD W/ 3-1/2" MIN. EMBED. 2- MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER IMD03 BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL 3/4"=1'-O" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP)' WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP), 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER 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 GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. 901IMI:0197:1 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALLAS REQ'D PER PLAN ;4) EQ. SPACED 2" TITEN HD ANCHORS W/ VIIN. 1 4" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN, 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE SEE ROOF SHEATHING, LAC L PROVIDE STANDARD SPACING # ROWS 1x4 C ,ir`.r,.:� NO: ,or ° w HOOK 1 @ EACH STUD 3/16" x 21/4" 121, an 2 1x8 3/16" x 21/4" 12" O.C. 2 SPACING EXTERIOR SHEATHING <dlowNo N n Ogg = . EDGE AS REQ'D 2x4 3/16" x 31/4" (1) #5 IN TIE BEAM 1 2xe 3/16" x 31/4" (1) #5 BAR W PRECAST 2x8 d '' LINTEL 2 2x BLOCKING (2) 2x TOP PLATE (2) #5's VERTICAL IN U) STUD A� GROUT FILLED CELL I FOR BEAM SIZE (ONLY WALL STUDS W/ (2)-16d 1NAILS 711 SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR @ 12" O.C. U.N.O. CONNECTION >z MF14*SECTION @ DOUBLE BEARING ai'�'I1 a MIN. 2x4 SPF #2 KNEE WALL W/ STUDS @ 16" O.C. O_ ;• ENTIRE COLUMN TO W/ STRUCTURAL WITH STUDS @ 16" O.C. W/ 1/2" x 8" ANCHOR BOLT BE GROUT FILLED w FOR BEAM SIZE I. OR TITEN HD @ 32" STRUCTURAL SHEATHING U.N.O. U) " F O E H BOTTOM OF WALL m d (1) #5 VERTICAL IN I BUILDER FRAME GROUT FILLED CELL (IF RADIUS AS REQ'D REQ'D PER PLAN) BEAM. ATTACHED PER NOTE: SEE MD08 ON 4;: LINTEL PLAN VERTICAL REINFORCEMENT 166ft DETAIL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS ........... All _' I 111 111Lljill JI II d L 11 ALTERNATE CONNECTIONS I.L.O. J -BOLT: I. MIN. (6) 1/2"x5"TITEN HD W/ 3-1/2" MIN. EMBED. 2- MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER IMD03 BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL 3/4"=1'-O" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP)' WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP), 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER 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 GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. 901IMI:0197:1 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALLAS REQ'D PER PLAN ;4) EQ. SPACED 2" TITEN HD ANCHORS W/ VIIN. 1 4" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN, 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE SEE ROOF SHEATHING, SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 21/4" 12" O.C. 1 @ EACH STUD 3/16" x 21/4" 121, an 2 1x8 3/16" x 21/4" 12" O.C. 2 SPACING EXTERIOR SHEATHING EDGE AS REQ'D 2x4 3/16" x 31/4" 12" O.C. 1 2xe 3/16" x 31/4" 191, 2x8 3/16" x 31/4" 12'0 . C 2 SHEATHING PER PLAN TYP. TRUSS TO FRAME NAILING SCHEDULE OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE "FO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, CONNECTION PER SHEATHING DOUBLE TOP PLATE STD. CONNECTOR @ EACH STUD CONNECTION PER NOTES ROOF TRUSS - SEE FRAME OUT TO BLOCK NOTES SPACING EXTERIOR SHEATHING EDGE AS REQ'D LAST STUD OF KNEE WALL EDGE 2x BRG WALL, SEE PLAN FOR STUD SIZE & JOINING UP TO MAIN HOUSE SPACING. MIN (2) 2x UNDER GIRDER TRUSS LAST STUD OF WALLS SHALL BE ATTACHED Z 2x BLOCKING (2) 2x TOP PLATE SIMPSON LSTA24 EACH TO MIN. (2) 2x FULL HEIGHT STUD U) 2x BRG WALL, SEE PRE -ENG. ROOF I FOR BEAM SIZE (ONLY WALL STUDS W/ (2)-16d 1NAILS ATTACHED TO MIN. SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR @ 12" O.C. U.N.O. CONNECTION WALL STUDS W/ MF14*SECTION @ DOUBLE BEARING N Z MIN. 2x4 SPF #2 KNEE WALL W/ STUDS @ 16" O.C. O_ I(2) 2x #2 SYP SEE PLAN W/ STRUCTURAL WITH STUDS @ 16" O.C. W/ 1/2" x 8" ANCHOR BOLT I SHEATHING FROM FOR BEAM SIZE I. OR TITEN HD @ 32" STRUCTURAL SHEATHING _ " F O E H BOTTOM OF WALL m ON BOTH SIDES FROMITOP I BUILDER FRAME OF WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE "FO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" 3/4"=1'-0" PRE-ENGINEERED — TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE d TOP KNOCK OUT a COURSE W/ (1) #5 .-fid CONT. 0 7N)KNEEWALL ABOVE MASONRY WALL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE — EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. I FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. I MIN, 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH I SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE *FOKNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2)12d NAILS @ EACH END SIMPSON LSTA30 W/ — (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. 3/4"=1'-0" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG_ WALL INFO II F1 STEP @BEARING FRAME WALL DOUBLE 2x TOP PLATE 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN `"-- CRICKET AS REQUIRED MAIN SPAN ROOF -�^ TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN C R SEE ROOF SHEATHING, PLAN NAIL PER PLAN SHEATHING DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD CONNECTION PER PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR NOTES SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION EDGE 2x BRG WALL, SEE PLAN FOR STUD SIZE & J aC SPACING. MIN (2) 2x UNDER GIRDER TRUSS LAST STUD OF U.N.O. Z 2x BLOCKING I (2) 2x TOP PLATE SIMPSON LSTA24 EACH UP TO MAIN HOUSE STUD U) 2x BRG WALL, SEE PRE -ENG. ROOF I FOR BEAM SIZE (ONLY PLAN FOR STUD SIZE & TRUSS PER PLAN ATTACHED TO MIN. SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR I PER PLAN ) U.N.O. CONNECTION WALL STUDS W/ MF14*SECTION @ DOUBLE BEARING 3/4"=1'-0" PRE-ENGINEERED — TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE d TOP KNOCK OUT a COURSE W/ (1) #5 .-fid CONT. 0 7N)KNEEWALL ABOVE MASONRY WALL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE — EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. I FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. I MIN, 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH I SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE *FOKNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2)12d NAILS @ EACH END SIMPSON LSTA30 W/ — (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. 3/4"=1'-0" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG_ WALL INFO II F1 STEP @BEARING FRAME WALL DOUBLE 2x TOP PLATE 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN `"-- CRICKET AS REQUIRED MAIN SPAN ROOF -�^ TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN C R STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE J aC LAST STUD OF Z KNEE WALL JOINING I (2) 2x TOP PLATE o UP TO MAIN HOUSE - (2) 2x #2 SYP SEE PLAN U) WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. I IF OPENING PROVIDED (2) 2x FULL HEIGHT I PER PLAN ) o WALL STUDS W/ I 2x4 SPF #2 KNEE WALL N Z (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. O_ O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM w OR TITEN HD @ 32" TOP OF WALL TO _ " F O E H BOTTOM OF WALL m O.. & M AC END ATTACHED PER �r®�►►►►IllrIN W � 2x PT BOTTOM a NAILING SCHEDULE \ �r�® ,� �� Z`�� PLATE a OTHERWISE SP2 CLIPS e�+ ®°®A°°°��I/® ®`� W Ci EACH STUD TO BEAM z �v�o°�® ®°00 ��,� z PRECAST LINTEL OR -per a, ,,®°.• KNOCK OUT COURSE 6 ABOVE AND SP1 CLIPS Qs q ® p : J ¢ U EACH STUD TO L3 S Z rs; 4 0 J MASONRY WALL BOTTOM PLATE M ' W 4 cc Z ° Uj < �' Q FY "FOKNEEWALL AT MASONRY WALL o ''�®'6,� ..® ®®•®°� �- J �i 8 QUL 3/4"=1'.0., w ®�sP�® _ � ,®�A61111►��� � I— LL CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM z SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O W STRAP IS NOT REQUIRED. j PT. POST (AS NOTED) EXT. AS NOTED w - - - -- ------ - LAP BEAM PLYS AND p NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS Q PER PLY I-- HTS20 CLIP FROM POST TO BEAM to EXTERIOR BEAM AS a Z NOTED PLAN VIEW @ TOP OF POST 0 PT POST (AS NOTED) 0 ABU POST BASE CL (AS NOTED) v! 0 5/8" THREADED ROD w/ ri U Lcj- NUT SET IN ADHESIVE w W ci p :a II 2 qq /SEE FOUNDATION W i i i " PLAN FOR ADDITIONAL 0 � co U INFO z SIDE VIEW @ BASE OF POST o v > 60' CORNER COLUMN FRAMING 3/4"=1'-0"Ix o U V� U — PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX co i Z ROOFING MATERIAL <<Ica PER ARCHS iia �""'"" Z (_� c- on SEE FRAMING PLAN O W CO w T r. FOR CONNECTION p 0 C) U H E INFO H �°'ai� 0 SEE ELEVATION U J U Z - N TOP OF MASONRY < z Iw- z 0 w �/ =Omwm � SEE ARCH PLANS FOR �.L -J O ~ ©% o 0 OVERHANG INFO W O ¢ d. J W aO�w0 Z QZ=U¢= z I-- w U¢QW �a RE ELEV. FOR O.H. W W Z 0 o TYP. SINGLE TIE -BEAM O W w W/ (1) #5 CONT. U = 00 r GROUT SOLID Q U1 z a - -- w Q W p 1`■ X a- Z WINDOW PER � 0 O FLOOR PLAN z H p co > W Q W W> PRECAST CONC. OR Z M W W POWERS STEEL SILL S W TYP. @ ALL WINDOWS w = - 0) o W z W �I EXT FINISH PER PLAN z W 0- 1 = a �. 'g 0 ch0_ MAIN FLOORO LLJ co 0 00 ELEV0'-0" w '[C C Z .............. CONC. SLAB -• VERT REINF. BEYOND Q CL N SEE FOUNDATION PLAN FOR MORE INFO• I (III I (II I II i 1 o BLDG DESIGN: --- STRUCTURAL ENG MCD PLAN MASONRY WALL PER = DRAFTING -DESIGN: --- - U-STRUCT: JW SEE FOUNDATION -_ ____.... DETAILS FOR FTG INFO QC CHECK: CC co JOB No, PSQ-0204731 `[ SCALE: AS INDICATED _. ..._.....____... w DATE: 03/12/18 S01 TYPICAL ONE STORY CMU WALL SECTION W 1/2"=1 . r_n COPYRIGHT MCD 2015: 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. SD1 SIMPSONI 1 1 V/'% DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE _ _ I II III IIIILI; I _L _ SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D I SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D r— SIMPSON A23 @ EACH A35 DIAGONAL TO —� MAINTAIN 3 1/4" H BRACE TO PLATE TRUSS BOT. CHORD NO BRACE REQUIRED 4'-8" < H6 T-0" CLEARANCE BETWEEN T-0" < H6 9'-4" 1/2" J -BOLTS w/ 9'-4" < H614'-0" STRONGBACK W/'(1) 2x4 BRACE 14'-0" < H618'-8" INSIDE FACE OF CMU TYP. NON -LOAD WASHERS (MIN. 6" 2x4 SYP #2 BRACING @ AND CENTERLINE OF 40 EMBED) MIN, 6' FROM 24 O.C. FOR FALSE BM SIMPSON DTC @ 48" h w J -BOLT EACH END AND 32" ATTACHMENT w/ (3) 10d = PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d O.C. MAX. O z TOENAILS EA. END _j 2x8 P.T. PLATE, CANT. _b ¢ , 2x TOP PLATE TO ��� NAILS (MAX. 4 U_ FOR CLG. NAILING EPDXY ANCHOR @ 6" r U GABLE END W/ 16d LOADS SUCH AS PLATE & WALL SURFACE 'q m NAILS @ 6 O.C. WALL SCHEDULE. AT PROVIDE 16d NAILS SLAB STEP DOWNS, 0 O FRAMING FOR FALSE �L -• - GABLE END TRUSS TO BETWEEN 12�� LONG BEAM, IF REQ'D w/ (3) a: '. PLATE @12" O.C. MAX. SP4 @ BASE OF EA. HGA10 @ 32" O.C. 10d NAILS @ EA. - - 16" O.C. MAX. @ BLOCK & TRUSS REQ'D. TRUSS BRACE TYP. NON -LOAD TIE BEAM COURSE w% 2x4 STUDS @ 24" O.C. 01 LOCATIONS CARRYING BOTTOM CHORD/ CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN BEARING WALL PER BELOW PLATE w/ PLYWOOD 1F REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING`'** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" WHERE O.H. IS > V-0" DROP GABLES 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. 0 H. ADJ. BAYS @ EA. DIAD. AS SHOWN. FASTEN BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX REQ'D) 2'-0" O.H. -11.1 11 1 H Z- CONT. 2x4 (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H6 T-0" (1) 2x4 BRACE T-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-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 (1) FROM STRONGBACKO SEE CHART. TTO DIAGONAL 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 10d COMMON NAILS @ - 8" O.C. (GEO GABLE END BRACING ��j 3/4"=11-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) ATTACH JAMB STUDS TRUSSES AT 24" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD PER WF08/SD3 END. REDUCE. PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 48" BASEPLATE TO BE SPACING TO 24 O.C. __ _� NAILING SCHEDULE PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d @ WALLS CARRYING = O.C. MAX. STUD ��� NAILS (MAX. 4 DOOR EPDXY ANCHOR @ 6" FROM EA. END OF BASE LOADS SUCH AS PLATE & WALL - - SPACING TO BE VERTICAL GAP 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, CABINETS OR HEAVY -• - REDUCED DOWN TO BETWEEN 12�� LONG NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN SP4 @ BASE OF EA. SHELVING ATTACH ADDIT'L KINGS AS - - 16" O.C. MAX. @ BLOCK & TRUSS REQ'D. BEARING WALL TYP. NON -LOAD SIMPSON DTC @ EACH. CONNECTOR LEGEND } LOCATIONS CARRYING BOTTOM CHORD/ *FOTYPICAL HEADER DETAIL 1/2"=1,-0„ :en consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEARING WALL PER HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" LOCATION. ATTACH W/ == _` CABINETS OR HEAVY REDUCE DTC SPACING :._ O.C. MAX. STUD (6) 8d NAILS (MAX.4" SHELVING. TO 24 O.C. FOR SPACING TO BE VERTICAL GAP `� WALLS CARRYING REDUCED DOWN TO BETWEEN 12" LONG -- - HOLD TOP OF LOADS SUCH AS 16" O.C. MAX. @ BLOCK & TRUSS NON -LOAD BEARINGCABINETS OR HEAVY LOCATIONS CARRYING BOTTOM CHORD/ -- WALL DOWN 1-1' SHELVING LOADS SUCH AS TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY 2x BLOCKING x 12" - TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. LONG @HORIZONTAL CHORD. LONG @.TRUSS BLOCKING LOCATION �� ----- LOCATION FOR CLIP FOR CLIP `; ATTACHMENT, @ 48" ATTACHMENT. ATTACH -- _HOLD O.C. ATTACH TO WALL TOP OF TO WALL SINGLE TOP - - SINGLE TOP PLATE W/ NON -LOAD BEARING PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS. 1 WALL DOWN 1-2 NAILS. BELOW BOTTOM OF SINGLE 2x TOP PLATE TRUSS BOTTOM SINGLE 2x TOP PLATE CHORD. F2 NON-BEARING WALL (PARALLEL TRUSS) 1/2"=1 1-0.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dl 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART QN A GABLE END SHEATHING FASTEN PER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24"O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.0 TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN X602 LEDGER @ LOW ROOF '\'_j 3/4"=11-011 iplication, or transfer of these documents without the expressed, writ STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01 /SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER LINO 2X STUDS TYP. J h - z 0 Uj Uj i~ 0 C z O 1— a W _ __ ®®®11111111/rrr' � o �r�®® W ®®� �� ®®®00000s Q ®o /'//� iii % 00 ®®• `. V p C%j 04Jrn U_z IRV CD 'j: Z % *• Gj Lu 0 •! 5' ®'®®' P `®®� C? U. � � rrrs111111111 ® m LL LL X H O U) z Ln H > < a X w-- --- -- - - . - —._. H O d F- W M Z a. O O U F - z Q � co 0 U) LLj a Q U O W 0) W z O F V OLd° ix �a ° J -D z ° Q -r Z 0 LU (D W T U ft W O 1- h 06J(�5))1,0 U U J W z© M .7 W <zQOJLL� vii F_ 0 JU1-�>;C' a 0 "tro U ~ Z �zfW¢= E z H UQQW Ja o W <MLL0 3 W LLIr I� 1- O ',p V M o W ao O oz 0 WQ � a Z 2 o 1- z "" 0 F5 J o W W LLI CE 1 ° z 0 W W _ _ © U WZ� Q eWa W U)0 O 0 � 00 Z z[L' Q 0 O_ a N �— W BLDG DESIGN: -- 0 STRUCTURAL ENG: MCD W DRAFTING. -DESIGN: --- U _ -STRUCT: JW QC CHECK: CC JOB Na PSQ-0204731 `5 SCALE: AS INDICATED t=- QDATE: 03/12/18 I....SD2. Jz ATTACH JAMB STUDS PER WF08/SD3 BASEPLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR DOOR EPDXY ANCHOR @ 6" FROM EA. END OF BASE OPENING PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN SP4 @ BASE OF EA. ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE REQ'D. BEARING WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFO. *FOTYPICAL HEADER DETAIL 1/2"=1,-0„ :en consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. J h - z 0 Uj Uj i~ 0 C z O 1— a W _ __ ®®®11111111/rrr' � o �r�®® W ®®� �� ®®®00000s Q ®o /'//� iii % 00 ®®• `. V p C%j 04Jrn U_z IRV CD 'j: Z % *• Gj Lu 0 •! 5' ®'®®' P `®®� C? U. � � rrrs111111111 ® m LL LL X H O U) z Ln H > < a X w-- --- -- - - . - —._. H O d F- W M Z a. O O U F - z Q � co 0 U) LLj a Q U O W 0) W z O F V OLd° ix �a ° J -D z ° Q -r Z 0 LU (D W T U ft W O 1- h 06J(�5))1,0 U U J W z© M .7 W <zQOJLL� vii F_ 0 JU1-�>;C' a 0 "tro U ~ Z �zfW¢= E z H UQQW Ja o W <MLL0 3 W LLIr I� 1- O ',p V M o W ao O oz 0 WQ � a Z 2 o 1- z "" 0 F5 J o W W LLI CE 1 ° z 0 W W _ _ © U WZ� Q eWa W U)0 O 0 � 00 Z z[L' Q 0 O_ a N �— W BLDG DESIGN: -- 0 STRUCTURAL ENG: MCD W DRAFTING. -DESIGN: --- U _ -STRUCT: JW QC CHECK: CC JOB Na PSQ-0204731 `5 SCALE: AS INDICATED t=- QDATE: 03/12/18 I....SD2. Jz 2x4 BLOCKS, (2) 412A NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOVE FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 1.6d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAL. FASTEN TO DIAG.v 16d NAILS. %THING PER PLAN RE O.H. IS > T-0", o END GABLE w/ _OOKERS @ 24" TO RUN BACK TO ',OMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 @ 24" O.C. LE END ATHING FASTEN PLAN CE AS REQ'D 'SON H10A DIAG. ILOCKING GABLE BRACING @ 48" `- -- PROVIDE 2x BLOCKING O.C. MAX. 45' FROM FOR NAILING HORIZONTAL (+/-10°) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR -A N SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR. REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'** (G'_E_�03 GABLE END @ FLAT CEILING W/ BOSTON HIP 1111'j 3/4"=1' 0" 2x6 COLLAR TIE HALF WAY STUDS @ 16" O.C. FOR KNEE WALL UP HEIGHT OF VALLEY. LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT FASTEN w/ (5) 10d COMMON w NAILS @ EACH END (TYP.) ROOF SHEATHING NAIL PER PLAN I PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 2x6 RAFTER TO 2x8 RIDGE PROVIDE (4) 10d x 3" BOARD W/ A35 ON ONE SIDE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS OF RAFTER. ATTACH A35 ON BELOW AND CONNECT w/ HTS20 @ 32" O.C. ADJ RAFTER TO OPP SIDE NAILS AT JOINT (AS SHOWN) PROVIDE (4)10d x3" FASTEN SYP OR SPF 2X6 (MIN. FRAMING DETAIL WIDTH) PLATE THRU O.S.B TOP PLATE SHEATHING (THICKNESS PER<<F� NAILS AT JOINT PLAN) TO PRE -ENG TRUSS RAFTER BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 TRUSS PER PLAN OR CONV. FRAMING w/ PLATE TO TOP CHORD OF PER PLAN EACH TRUSS BELOW 2x6's @ 24" 2x SCAB w/ IOd NAILS O.C. MAX. ROOF TRUSSES PER PLAN OR CURVED rCF01 FIELD FRAMED VALLEY DETAIL RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING I JP' 2X8 RIDGE BOARD FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. 1/2"=11-001 BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM 2Ot, 90 OR VINYL SOFFITS 201" &C ROOF SHEATHING, k��hc�AT�� FASTEN PER PROOF ILAN t �p r�� FASTEN PER PLAN tiop ss trop SS Oy Oy 2x4 FRAMING @ 24" 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d ILL 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. O.C. PLAN SEE ELEV. FOR SEE ELEV- FOR O.H. SIZE O.H- SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ — 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDE 2 TAPCON ANCHORS PER 2x8< 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU - HEADER (SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WC40D DE ARCH WINDOW FRAMING DETAILS S 3/4"=1'-0" 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 51/2" 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 COMMON p 2 1/2„ z w1 1/2" w N iu40 N I N N N 10d x 3" COMM( 1 Od x 3" COMMON OPP. SIDE z z II a U co d CL u7 1 Od x 3" COMM( OPP. SIDE (2) 2x4's (2) 2x6s (2) 2x8's (2) 2x COLUMN "FOTYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=V-0" 2 1/2" EDGE SEE TYPICAL HEADER RAMI NG DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TY P.) !x4 SPF CONT. 3LOCKING ATTACH TO 716" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. 70 SIDE & TOP NAILER F01 DORMER FRAMING DETAIL i �o z C a u a EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL 2x4 FRAMING @ 24" LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OE3 ROOF SHEATHING FOR STRAP O.C. MAX. ROOF SHEATHING NAIL PER PLAN O.C. MAX. PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END DOTO PROVIDE (4) 10d x 3" 2x SCAB w/ 10d NAILS BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ca BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED NAILS AT JOINT @ 4" O.C. PROVIDE (4)10d x3" w< FRAMING DETAIL ODOUBLE TOP PLATE PER -ENG TRUSSES NAILS AT JOINT w 0 RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON PER PLAN z 2x SCAB w/ IOd NAILS Z¢0©w o � o°�Wo ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING �C :a �• NOTE: SEE @ 4" O.C. NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. H 0L 3 oLU TRUSS CONNECTION O W PER -ENG TRUSSES 0 2x FASCIA PER PLAN 7PER 2x FASCIA PER PLAN U I.- --- CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION LU Al (2) 8d TOE NAILS W LEDGER PLAN co TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d ILL 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. O.C. PLAN SEE ELEV. FOR SEE ELEV- FOR O.H. SIZE O.H- SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ — 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDE 2 TAPCON ANCHORS PER 2x8< 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU - HEADER (SEE PLAN 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WC40D DE ARCH WINDOW FRAMING DETAILS S 3/4"=1'-0" 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 51/2" 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 COMMON p 2 1/2„ z w1 1/2" w N iu40 N I N N N 10d x 3" COMM( 1 Od x 3" COMMON OPP. SIDE z z II a U co d CL u7 1 Od x 3" COMM( OPP. SIDE (2) 2x4's (2) 2x6s (2) 2x8's (2) 2x COLUMN "FOTYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=V-0" 2 1/2" EDGE SEE TYPICAL HEADER RAMI NG DETAILS FOR kDDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TY P.) !x4 SPF CONT. 3LOCKING ATTACH TO 716" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. 70 SIDE & TOP NAILER F01 DORMER FRAMING DETAIL i �o z C a u a EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL F 1 � 1 LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OE3 ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN U PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END DOTO TOP CHORDS OF TRUSSES BELOW WHEN i BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ca BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN 13ELOW F 2x PLATES OVER ROOF DECK PER VALLEY w< FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR w 0 RAFTER TRUSS PER PLAN OR CONV. FRAMING w/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF z FINISH PER ARCHITECTURAL PLANS Z¢0©w o � o°�Wo ROOF TRUSSES PER PLAN OR CURVED OCURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING �C NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. !x BUCKS, 10dx3" 1 O x 3" OPP. SIDE \NCE PER 1 % 3/4"-1'_0" I COPYRIGHT MCD 2015: 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. 4 z w p W 0 N. z O pal w F 1 � 1 ®`®rrrul�u®s® Z tU Uj o Nr U •► �� •®• ••••J'L p w Co rn u_ A.Zo 0 6 z ®� !z?0 0 . i..1 � _ a Z ¢ U i � OS ca =. Q `� a. �� } J /��f1A�i<�91��� m U_ w< r�— w I— w 0 1I..LL.. W O r.. fY c�'o z z o Z¢0©w o � o°�Wo w zI- 0 (D z �C U`�¢w°�� Lu o WWW H 0L 3 oLU ° O W 0L 0 0 z z W U I.- --- LU Al W Z < Q co W I— W 0 < W CL 4 W 0 wwry0 ry r O zo. O..._ w -- u� BLDG DESIGN: --- H STRUCTURAL ENG: MCD DRAFTING: W w �S --- �_- -STRUCT: JW U_......... ..... _..... ....... ..-. -. __...._ w_ Z) X QC CHECK. CC cD _ JOB No. PSQ-0204731 _L Z SCALE: AS INDICATED - S O ...... _ -----_.. -. _................ - - wf'.. DATE: 03/12/18 F w p CL SD3ti Q vi 0 LU LLI a Q 0 W z 0 > Uo p F 1 � 1 Z tU 0 o � V, T- �w�� U w 06 O u7 It•. rn CD U a. Z w< r�— A/ r( O_ _ L (n N JUI-©>-a 0 fir, J 1I..LL.. 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NAIL FIELD INSTALLED CONNECTION -- W/ (2) 12d END NAILS PLATE TOP & BOT., 2x8 TO BE AT LEAST 8'-0"'' 11 TRUSS PER PLAN @ EACH END @ 6" O.C. 2x12 AT ASSEMBLED WALL WALL TO PRECAST DTC CLIP, (2) 8d NAILS LINTEL w/ (2)ROWS OF OF 2x8 TO PAD OUT 1/4" x 4" TAPCONS @ III INTO BLOCKING, (2) TRUSS PER PLAN STAGGERED i TRANSOM BETWEEN 3/16" x 2 3/4" TAPCONS LINTELS LINTEL PER PLAN SLOPE AS REQ'D • IN CMU. OR SIMPSON SO4 HEADER @ POCKET SLIDER w/ (2) 1/4" x 31 /2" REQUIREMENTS THIS TAPCONS @ 12" O.C. META16 @ 24" O.C. a. DTC CLIP, (2) 8d NAILS "' O C LAY 2x4 BLOCKING @ INTO BLOCKING, (2) 2x8 w/ (2) 1 O NAILS @ Q.° . 24" O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN a'.*$ ° IN CMU. OR SIMPSON ALL LOCATION ATTACH/ (2) CHOR1 META16 CUT TO FIT Od D. EACH 2x BOTTOM PLATE STUD PER PLAN TRUSS @ 224" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ AGAINST 2x8 STUDS TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING ATTACHED PER PLATE @ 3" O.C. TOP & BOT. PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 0�� �r � o�ti� TOP SPLICE @ i 0 INTO BLOCKING, (4) 8d DOUBLE 2X4 TOP Z O M r C Z I— z > J oa NAILS INTO TOP PLATE I ATTACH 2x8 STUDS TO (2) 16d TOE NAILS TO LEDGER W TOP PLATE W/ (4) 12d CnO�O 2x4 SYP #2 BLOCKING, BRACE TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d a 1= AT ALL LOCATION @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/(2) 10d W B, < W 0- DOUBLE TOP PLATE i END NAILS @ EACH NAILS @ EACH WEB 0 L zW CO) 3 W END. O D WHEN CLOSURE WALL � � a EXTERIOR SHEATHING. WALL SHEATHING PER IS 3FT OR TALLER - 2x z ATTACH PER PLAN PLAN SYP#2 BOTTOM V - FROM TOP OF WALL 0o BLOCKING REQ'D @ W TO BOTTOM 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS i w '-J BAYS W/ (3) 12d Ll Cl) W W W 2x8 #2 SPF STUDS AT a 16" STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER W/ (3) 12d NAILS @ 2x8 # #2 SYP PT. BASE 2 EACH STUD PLATE W/ 1/2" x 8" <; (4)1 Od NAILS @ EA. °: ANCHOR BOLT OR TITEN HD @ 32" O.C. & BLOCKING TO MASONRY WALL OR Uj W Z PLATE LINTEL SEE PLAN 6" FROM EACH END TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU (2)1 Od NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)1 Od NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION "FONON-BEARING WALL CLIP DETAIL 3/4"=11-0" SEE TRUSS PL MORE INFO & CONNECTION 2x4 #2 SYP P.T TRUSS w/ (4)1. INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 31 /2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: SEE TRUSS PLAN FOR (2) 1 O NAILS @ 3" O.C. MORE INFO & NAIL FIELD INSTALLED CONNECTION -- 2x12 BOX HDR w/ 2x8's PLATE TOP & BOT., 2x8 TO BE AT LEAST 8'-0"'' 2x12 w/ 10d X 3 NAILS THEN (2) ROWS 10d NAILS @ 6" O.C. 2x12 AT ASSEMBLED WALL WALL TO PRECAST TOP PLATE WIDTH LINTEL w/ (2)ROWS OF OF 2x8 TO PAD OUT 1/4" x 4" TAPCONS @ III 16" O.C. MAX. SYP #2 LEDGER w/ 1/4" STAGGERED i TRANSOM BETWEEN W/ (12) 16d LINTELS LINTEL PER PLAN SLOPE AS REQ'D • 2x6 #2 SYP P.T. CONT. SO4 HEADER @ POCKET SLIDER w/ (2) 1/4" x 31 /2" REQUIREMENTS THIS TAPCONS @ 12" O.C. — (2) 1 Od NAILS @ 3" O.C. SPACED EVENLY "' O C VERTICALLY 2x8 w/ (2) 1 O NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER ALL LOCATION 'S01 HEADER @ POCKET SLIDER W/TRANSOM SEE TRUSS PL MORE INFO & CONNECTION 2x4 #2 SYP P.T TRUSS w/ (4)1. INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 31 /2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER 'SO2 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: PIPE OR DUCT W/ (2) 1 O NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME WALL OR PRE - BE AT LEAST 8'-0"'' MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT %c PANEL W/ (2) 10d NAIL' III INSTALL SIMPSON SYP #2 LEDGER w/ 1/4" TOP PLATE. ATTACH 8" O.C. (FOLLOW 2x8 w/ (2) 1 Od NAILS @ W/ (12) 16d EACH VERTICAL W/ (2) 1 Od NAILS 3" O.C. NAILING N • NAILS TYP. TOP & BOT. SO4 HEADER @ POCKET SLIDER (SOLID BLOCK W/ 2X6) REQUIREMENTS THIS + — (2) 1 Od NAILS @ 3" O.C. ATTACH 2x4 STUDS TO "' O C DETAIL FOR ALL TOP _ WITHIN 48" OF SPLICE TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT U_ PLATE SPLICE +' THEN (2) ROWS 10d ALL LOCATION LOCATIONS) CUT TO FIT NAILS @ 8" O.C. 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE OTHERWISE 2x4 WALL BEYOND A8'M�N Fn W� SHEATHING DIAGRAM AGAINST 2x8 STUDS 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS ❑ oU ATTACHED PER FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE (WF08/SD3) �� - OF SHEATHING SPLICE 0�� �r � o�ti� TOP SPLICE @ i 0 DOUBLE 2X4 TOP Z O M r C Z I— z > J oa PLATE ATTACH 2x8 STUDS TO cn W TOP PLATE W/ (4) 12d CnO�O ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d a 1= AT ALL LOCATION . I... TOENAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP STUD PLATE WFO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=11-0" PLATE �,.. " " _, PLATE I-- TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 1 O NAILS TOP PLATE CORNER TRANSITION MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1� NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (WOIST OR SYSTEM42 / FLAT ° ° ° ° ° o ° ° ° D= NAIL SPACING BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ A ° ° ° ° ° ° PER NOTE #2 — — _ — w z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. `" �' I T D TI SHEATHING PER PLAN -- — --� �-_ F Il U Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d WALL SPLICE, FIELD w Z :j ¢ NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I if 5 LI I I VERIFY IF REQUIRED a Z) w `I F- u PLATE PER PLAN —�--- o ¢ � Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS — I,I I I I I W wo @ 3" O.C. IN HORIZONTAL CONDITIONS _ — _ _ _ _ a (n z = DOUBLE NAIL EDGE SPACING U_O ® NAIL INT. W/ 8d NAILS @ 12 O.C. & NAIL EDGES 6 O.C. III III — WALL SHEATHING o W U,N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS iI III I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" S= NAIL SPACING III III I I I I I DETAIL. MAX 1/8" � _ - I— w HEADER W/ 8d NAILS 3" O.C. (2) ROWS TOP & S 5 PER NOTE #1 III OPENING III I 4 I SPACE BETWEEN W I_ BOTTOM @ @ III 3 I I I I I PANELS J co _—— a III TYP: I f l 1 I I 11 � © SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING (I AROUND III I I I I 2x STUDS BEYOND, ROOF SHEATHING CONNECTION (I OPENING III I I I I I SEE PLAN FOR MORE "- j� PROVIDE PIECE OF O.C. MAX.; Illy @ 24" O.C. w/ EXT. INFO z O v SHEATHING BETWEEN III I III I I 1 I (4) 12d NAILS EACH w W= EXTERIOR WALL III ( LI I I I SYP #2 LEDGER w/ 1/4" U) SHEATHING & BLOCKING. 2x8 w/ (2) 1 Od NAILS @ ,11 1L _ 11 EACH VERTICAL _j m SHEATHING TO HAVE BUILDER _ — — SO4 HEADER @ POCKET SLIDER I SAME THICKNESS & � "' O C STRENGTH ORIENTATION FLOOR SYSTEM � U_ AS EXTERIOR WALL -- ----- — SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN Fn W� SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS ❑ oU FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END �� - OF SHEATHING SPLICE 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER 'SO3 HEADER @ POCKET SLIDER SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH 'VERTICAL SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF MORE INFO & + + ROOF SHEATHING CONNECTION (4) 1 Od NAILS FOR ++ CONY. FRAMED SDS SCREWS @ 16" 2x8 #2 SPF VERTICAL O.C. MAX.; Illy @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER w/ (2) 1/4" X 3'/Z" SIMPS. 3'-01" MAX L NAILING SCHEDULE & SDS SCREWS @ 16"' (4) 12d NAILS EACH O.C. MAX.; TRUSS MEMBER (TOP TO MASONRY w/ 2x4 PT AND BOTTOM CHORDS SYP #2 LEDGER w/ 1/4" ALONG W/ WEBBING) x 2 3/4" TAPCONS @12" 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY DESIGNED FOR BUILDER SHINGLE ONLY SO4 HEADER @ POCKET SLIDER I 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ 12 (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP -- SHEATHING PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 1 Od NAILS FOR '/z (2) 1/4" X 4' SIMPS. CONY. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; Illy i TO GABLE END STUDS w/ (2) 1/4" X 3'/Z" SIMPS. 3'-01" MAX L SDS 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 U_ SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL I 1/2"=11-011 � % 1/2"=1' 0" � 1/2'"=1'-0" � / 1/2"=1'-0" --COPYRIGHT MCD 2015: 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.. ®�®e��®®�►0a0'fr//'®'�s W rn co �,o®� e�• W oo- y �� O i Co � Z IJ.1 a , ¢ Q; +o Z F— i 4t K m U_ I A.- 11 U O y i O F— U I A.- � m � ? 0LU Fn W� i ❑ oU 0�� �r � o�ti� E 8 i 0 Z O M r C Z I— z > J oa Q 0 -� u- cn W W CnO�O 11 SD4 U O y U � m � ? 0LU Fn W� i ❑ 0�� �r � o�ti� E 8 Z O M r C Z I— z > J oa Q 0 -� u- cn W W CnO�O O iu Z Z OQ=wYo a 1= . I... W B, < W 0- i W � 0 L zW CO) 3 W O � � a Z V - 0o i '-J Cl) W W W O W ,r Uj W Z LU W W CL 22- : U cit 0 > W 0 0 O 00 Z i 0- N BLDG DESIGN: --- STRUCTURAL --- -- - - ENG: MCD _._ ........... - � DRAFTING: -DESIGN: --- - STRUCT: JW QC CHECK: CC JOB No. PSQ-0204731 [ SCALE: AS INDICATED DATE: 03/12/18 SD4 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 — K(.)Or- 1 KU55t5 A 1 14" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE J ¢ F= z w 0 0 z O F_ SOLID BLOCKING a DBL. TOP PLATE UNDER COLUMN SEE ARCHITECTURAL ABOVE PLAN FOR OVERHANG MDR. PER PLAN BAND JOIST & BLKG INFO OR LVL GIRDER O�q ���`�����ri �����`e a v MIN 2x4 SPF #2 STUDS NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED SHEATHING PER ®®�~ o��°•®°®°®°°•°.��/ **.,Y o FLOOR SHEATHING & TRUSSES TO BE P.T.IF ROOF TRUSS -SEE FRAMING PLAN FOR ROOF TRUSS -SEE DETAIL WF10/SD4 z ` .,i •o 2 z WINDOW AS @ 16 O.C. SEE PLAN MTSC40 POST ABV. TO CONNECTIONS o SCHEDULED FOR MORE INFO, POST BELOW U.N.O. NAILING PER FLOOR i<v w W 6 NO MOISTURE FRAMING PLAN FOR FRAMING PLAN FOR FRAMING NOTES 2x STUDS , SEE «� o O_o ..1, PROVIDE SOLID BARRIER (FELT PAPER LOCATION & SPACING . LOCATION & SPACING FRAMING PLAN FOR � - 8 ao ¢ Oe Z EXTERIOR FINISH PER OR SIM) IS PROVIDED' .; - STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE ¢ w wq O PLAN INT. FINISH PER PLAN BLOCKING WItHIN FLR. TRUSS STRAP -SEE STRUCTURAL COL PER e @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN p •.� •'��� SYSTEM TO MATCH PLAN FOR SIZE AND PLAN FOR SIZE AND 6 - COL. DIMENSION FRAMING PLAN FOR 1 ° REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE R ®®i�� °*goes ®®® >- Q 2x BOTTOM PLATE W/ CONNECTIONS REQ'D # OF STUDS e e w ®®8 * p `® LL MID -SPAN BLOCKING 2x BOTTOM PLATE W/ -� '® F� (2) 12d AT 12" O.C. REFER TO PLAN FOR DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. s '0®®AIB9111A,®®a® U.N.O. BUILT-UP COLUMN AGAINST TRUSS 2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS @ 3" 3/4" FLOOR SHEATHING INFO. VERTICAL @ 48" O.C. U_ INSULATION PER PLAN ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING O BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ � SEE DETAILS WS10, NAILING SCHEDULE END z WS11 OR WS13 FOR PLAN BEYOND TOP CHORD FLOOR TRUSSES SEE COLUMNS NAILING SCHEDULE NAILING SCHEDULE W ADDITIONAL - PLAN FOR DEPTH AND PRE -ENG FLOOR TRUSS } INFORMATION THIS DIRECTION MID -HEIGHT BLOCKING OR FIELD FRAME 2x4 O SYS. 42 FLOOR D SHEET PER BEARING WALL SIMP: HTT4 KNEE WALL, STUDS @ NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 22" NAILS (MAX)SES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS _ - LU TRUSSES TO BE P.T. IF TO POST (U.N.O. ON @ EACH END. TRUSS TO NO MOISTURE COLUMN BASE CONNECTION PER FRAMING PLAN & 5" CMU W/ STRAP PER O a STANDARD CONNECTOR J BARRIER (FELT PAPER PLAN ALL THREAD WIT' MINI NOTES OR SIM) IS PROVIDED EMBEDMENT INTO TIE (1) SIMPSON LSTA30 . 'C BEARING REFER TO BEAM USING SIMP. SET STRAP CENTERED FLOOR TRUSS SEE MASONRY WALL PER (1) ROW 8d NAILS @ 3 \IFSEE PLAN FOUNDATION PLAN EPDXY FLOOR TRUSS PER BETWEEN COLUMN PLAN O.C. WALL SHEATHING FOR FTG. PLAN AND GIRDER/BEAM FRAMING PLAN FOR TO BOTTOM PLATE W _ CONNECTION INFO. NOTE: ALL FLOOR PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN J z BOND BEAM '� � � � �� � e� "' � � INFORMATION � SEE DETAIL WS11THIS a I—I :n'. BLOCKING BELOW NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU (� FLOOR SYSTEM DRAFT III—I a' =' , —III= SHEET FOR MORE INFO O _ COL. EVEN WITHIN BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF v f- STOPPING At 1000 SQ I I-�-a - = I=I I FLOOR TRUSS MASONRY WALL SEE DR SIM) 15 PROVIDED KNEEWALL o a. FT MAX: DRAFT I h LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO Q a �e MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER fiso TYPICAL GIRDER COL. CONNECTION ASO TYPICAL GIRDER COL. @HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTIONvi WD. HD. HT. BE 1/2 GYP BOARD OR W SEE PLAN 15/32„ OR 7/16" OSB. 3/4"=11_011 3/4"=1'-0" ATTACH TO FLOOR a TRUSS W/ 8d NAILS AT NOTE: NOTE: 2x 2ND FLOOR STUDS 16"BO O.C. 70P AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WHEN 3 OR MORE WINDOWS ARE IN',A ROW (ONLY JAMB STUDS BETWEEN SEE PLAN FOR MORE (2) SIMPSON LSTA18 O W PRECAST SILL OR SILL BOTTOM CHORDS WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND STRAPS CENTERED @ c W PER WINDOW BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER A A FLOOR W/ (14) 10d O MANUFACTURER LATERAL LOADS LATERAL LOADS NAILS F WRITTEN SEE FLOOR FRAMING > V SPECIFICATIONS PLAN FOR FLOOR a A SYSTEM INFO. a EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS ? s:q HEADER HEADER (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6) STRAPS CENTERED @ VERT REINF. BEYOND 10d x1-1/2" @ 24" O.C.<< 10d x1-1/2" @ 24" O.C. rY SIMPSON L5TA24 SF'F ShF FLOOR W/ (14) 10d CALIFORNIA CORNER A -A t j ` ' 0 FT (USE SP6 @ 2x6 STUDS SIMPSON L5TA24 �r (USE SP6 @ 2x6 STUDS NAILS ' MASONRY WALL PER STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d &SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 Q Z NAILS. BEND STRAP NAILS, BEND STRAP (2) SIMPSON META16 STRAPS CENTERED@ co W co PLAN:r.; . CONC. SLAB - OVER TOP PLATE MAX. t (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE FLOOR TRUSS t0 FLOOR W/ (14) 10d 0 Q W SEE FOUNDATION 3", THEN RUN DOWN ✓ U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS z W U ti w PLAN FOR MORE INFO FACE OF JAMB STUDS/ - FACE OF JAMB STUDS/ (3) 2x STUD PACK O CI a, ~ ,, E HEADER - SEE 2ND N. J C o FIN. FLR. HEADER HEADER - SEE 2ND HEADER% EXT. SHEATHING ATTACH PER NAILING ¢ 06 f: 0'-0" n �- FLOOR PLAN FOR MIN. . FLOOR PLAN FOR MIN. _ FLUSH W/ FACE OF SCHEDULE O HEADER SIZE & REQ'D O z c °, . .a HEADER SIZE & REQ'D MASONRY ATTACHED J Z h z > oo bo EXTERIOR SHEATHING JAMB STUDS ATTACH 2x STUDS W/ w ¢ O J w K° 5 JAMB STUDS PER NAILING - m GRADE ' < FROM TOP OF WALL 2 16d NAILS 6" O.C. = F- O ~ - �'` c EXTERIOR SHEATHING SCHEDULE; PROVIDE O @ (4) 2x STUDS 1- -J O © E a TO BOT. (RIBBON/ _ � � u� � O � �, cc SEE FOUNDATION BEAM) ATTACHED PER FROM TOP OF WALL 1/8" GAP BETWEEN �. W ♦^ cn ¢ .. - FOR FTG INFO NAILING SCHEDULE, r �- IF HEADER IS UPSET TO BOTTOM OF FLOOR STANDARD CORNER FJ- W z 0 Qz W z 0 DETAILSSHEATHING AND AND WINDOW IS SYSTEM (RIBBON / MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE w O z ►- w � O (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z O U `� Q W a W/ 2x CRIPPLE STUDS AND WINDOW IS MASONRY WALL PER PLATE W/ (2) 10d NAILING SCHEDULE. SYSTEM IS 18' TO 36 DEEP USE MSTC66 W/ 60 16d¢ F- Q w O AT EA. END NAILED TO TOENAILS. EXT. LOWER: (1) 2x SILL PLAN "" "" o W3: O STUD PACK W/ 10d PLATE W/ (2) 10d SINKERS AND (14) /4 X2 /4 TITENS TO MASONRY O W HEADER OPENINGS U 0 u- a A-s--okTYPICAL TWO STORY SECTION -SYSTEM 42 NAILS @ 8" O.C. THEN LESS THAN 4FT.(1) 2x TOENAILS. EXT. a O `- STUDS @ 16" O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS S09 2nd FLOOR CORNER FRAMING ATTACHMENT z 3/4"=1'-0" ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x 3/4"=1'-0" o TOENAILS AT EA. END LARGER THAN 4FT: (2) SILL PLATE W/ (2) 10d w OF SILL (MAX OPEN'G 2x SILL PLATE W/A35 TOENAILS. OPENING 0 h• ,-� (2) 2x SILL AT WINDOW SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN Z e' - WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) FLOOR SHEATHING & DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING W/ 2x CRIPPLE STUDS CLIP AT EA. END FOR CRIPPLES @ 16" O.C.2x SILL PLATE W/ A35 NAILING PER FLOOR - 0 N SHEATHING PER PLAN AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE C7 OPENINGS GREATER W/ (2) 10d TOENAILS CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS , SEE z IF - ATTACH PER NAILING STUD PACK O.C.10d THAN 4' BUT LESS T&B (PLYWOOD ��RIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE p Q J NAILS @ 8 O.0THEN. SCHEDULE, THAN 6' SHEATHING REQ'DW/ (2) 10d TOENAILS SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR < Cl) > U p CONTINUOUS FROM r STUDS @ 16" O.C. T&B (PLYWOOD AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE -� W W �, SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d RIBBONS W/ SIMPSON AND SEE ARCM PLAN J TOP OF TOP PLATE TO SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE Z g GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 1 Od x 2a" NAIL5 SEPARATE SHEATHING TOENAILS AT EA. END T&B A35 EA. END TO VERIFY SIZE W TO POST (U.N.O. OF SILL (MAX OPEN'G' ) TRUSSES @ 24 O.C. ., W PLAN UNDER WINDOW 2x BOTTOM PLATE W/ BEARING WALL PER FRAMING PLAN) & e" WIDTH 4'-0"). USE A35 (MAX) (2) 12d 12" O.C. 2x BLOCKING FOR 2x BOTTOM PLATE W/ PLAN ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR' @ SHEATHING/ DRYWALL (2) 12d @ 12" O.C. W F-• W EMBEDMENT INTO TIE OPENINGS GREATER (1) ROW 8d NAILS @ 3° ATTACHMENT W/ (2) " z Z (1) ROW 8d NAILS @ 3 DOUBLE BOTTOM O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING ¢ Q W CL BEAM USING SIMP. SET THAN 4" BUT LESS TO BOTTOM PLATE/ PLATE EPDXY THAN 6' EA. END TO BOTTOM PLATE ai (2) H5 EA. FLOOR TOP RIBBON = C~.) Cl O = TRUSS TO DOUBLE w-� 2x4) TO TRUSS W/ (4)N ~ W CO 2x SYP #2 RIBBON (MIN � BOTTOM PLATE, SLIT 2x TOP &BOT. O z FLOOR DECKING TO \ RIBBONS, CONT. 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 00 Z SEE TRUSS LAYOUT ACCOMMODATE RIB16d NAILS; BOTTOM RIBBON BRG D REOBE PIT CTLY ONF o ACCO NOTE: ALL FLOOR RIBBON TO BE PT IF 4 : CMU O 0- (L CV —' FOR HANGER STRAP TRUSSES TO BE P.T. IF (1) SIMPSON LSTA30 STRAP CENTERED BRIG DIRECTLY ON CMU NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ --' (2) ROWS $d NAILS @ W BLDG DESIGN: (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL o STRUCTURAL ENG: MCD 2x RIBBON OR PROVIDED �' SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. DRAFTING: BLOCKING W/ (4) 16d SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION MASONRY WALL PER ._ w OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN ; .� BOTTOM RIBBON MASONRY OR MTS12 RIBBON -DESIGN - FRAMING PLAN, 2nd FLR STUDS TO BEAR ON 1/8" GAP BETWEEN AT WOOD FRAME _ CONNECTION. NOTE; ALL FLOOR NOTE: ALL FLOOR v -STRUCT JW CMU WALL BELOW PER DETAIL INCDICATED ON SHEATHING & CMU WALL PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK. CC FLOOR FRAMING. INDICATED BASE STRAP NO MOISTURE W REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME co JOB No. PSQ-0204731 IS INDICATED, BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER _j, BASE STRAPS ARE REQON TRUSS PER PLAN MASONRY WALL SEE OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED SCALE: AS INDICATED BOTH SIDES OF THE WALL PLAN FOR MORE INFO z w DATE: 03/12/18 S1 FLOOR TRUSS TO GIRDER CONNECTION S0 HEADER CONNECTION @ 2nd FLOOR S0 HEADER CONNECTION @ 2nd FLOOR HIGH BM S1 TWO STORY PERP. FLOOR CONNECTION As_,"�CANTILEVERED FLOOR TRUSS CONNECTION W 3/4"=1"-011 3/4"=11_01" 3/4"=V-0", 3/4"=1'-0" 3/4"=11-01. I SD5 -- :COPYRIGHT MCD 2015: 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. 3ER BY OTHERS (2) 2x SYP #2 BUILT-UP STUD �— COLUMNS TRUSS PER PLAN LEDGER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP;CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH ° MASONRY WALL PER PLAN FO WALL SPLICE DETAILS 12 PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW 3/4"=1'-0" EXT. FINISH PER ARCHS SHEATHING PER PLAN 1 -1/2"=l' -O" - PRE ENGINEERED ATTACH PER NAILING EXTERIOR SHEATHING SCHEDULE 71 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" EPDXY OR LSTA18 TO ANCHOR BOLT OR TO BOTTOM OF SILL J -BOLT W/ MIN. 7" 23/41, EMBED. @ 32" O.C. & 3" _-___.----...,.__—__ FROM EA.END NAILING SCHEDULE MAX 1/8" GAP JOB No BETWEEN SHEATHING OIMPSON H2.5 EA. AND CMU ATTACH PER NAILING CONT. #5 IN TIE BEAM SYSTEM BELOW SCHEDULE TRUSS EXT. FINISH PER I ARCHS 1 -1/2"=l' -O" - PRE ENGINEERED LEDGER @ OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL *_�F�lBRACING @ 2 STORY FRAME WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) �- NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH TO 2nd STORY WALL BOTTOM PLATE END. BLOCK ATTACH PER NAILING SCHEDU ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 2x SYP #2 LEDGER TO 45° FROM UPPER FLOOR WALL W/ HORIZONTAL BRACE 1/4" X 3-1/2" SIMPSON NOT REQUIRED SDS SCREW @ 16" O.C. 6' FROM EAVES. EXT. SHEATHING TRUSSES @ 24" O.C. MAX. PER PLAN ARCHS FOR ROOF 2x8 MIN. SPF #2 qG O.C. -SEE FRAM PLAN FOR MORSEE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE 71 FROM TOP OF WALL OR LSTA18 TO WATERPROOFING AND TO BOTTOM OF SILL TRUSS TO LEDGER 2x BASE PLATE W/ 12d PLATE ATTACH PER _-___.----...,.__—__ FINISH NAILING SCHEDULE @ 24" O.C. TO FLOOR JOB No ROOF SHEATHING — OIMPSON H2.5 EA. I ATTACH PER NAILING TOENAILS EACH END SYSTEM BELOW SCHEDULE TRUSS OR MTS12 MAY BE I L—._..--------------..._._.�_------J 2x BASE PLATE W/ (2) PLYWOOD FLOORING FLOOR TRUSS PER TRUSS ANCHOR (SEE 03/12/18 PRE-ENGINEERED -- USED @BASE SEE LD02/SD2 FOR PLAN) TRUSS PER PLAN @ TOP REQ'D \ MIN. 2x6 #2 SYP CONT. ROOF SHEATHING ATTACHED PER 3/4'" FLOOR SHEATHING PLAN FOR MORE INFO @ 12" O.C. LEDGER W/ (2)1/4'x3-1/2" NAILING SCHEDULE 2x8 #2 SYP P.T. SILL ATTACHED PER SDS WOOD SCREWS @ �0,�++ o++11YYV� ��3�. Z, M O:Jp U j m 16" O.C. MAX. & 3" SCHEDULE WF16/SD6 � z o =' ��z% ��0 FROM EA. END - USE W/ MIN, 7"" EMBED. @ 6" 2x4 Sl"P#2 BLOCKING LL (3) SCREWS FOR 24" i SIMPSON LUS26. USE f2ECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ LAN fu-SOSEDIREC I TRUSS ,TRUSS SHOP DRAWINGS BLOCKING W/ SIMPSON --- ---`-------J 2x8 SYP #2 LEDGER Wi ----- --- MIN. (4) 16dNAILS TO — — HUC24-2 EACH END, EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) EXTENSION & MORE INFO 16d NAILS) LEDGER @ OPEN TO BELOW 2x4 LEDGER W/ (2) 10d NAILS @ 16" O.C. 2x EXT. FRAME WALL PER PLAN SIMPSON H10A @ EACH DIAGONAL BRACE 1/2" THREADED ROD CONTINUOUS TO FOUNDATION. REFER TO BEARING WALL NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY FIN. FLOOR (2) 2x TOP PLATE 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL *_�F�lBRACING @ 2 STORY FRAME WALL 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) �- NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH TO 2nd STORY WALL BOTTOM PLATE END. BLOCK ATTACH PER NAILING SCHEDU ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 2x SYP #2 LEDGER TO 45° FROM UPPER FLOOR WALL W/ HORIZONTAL BRACE 1/4" X 3-1/2" SIMPSON NOT REQUIRED SDS SCREW @ 16" O.C. 6' FROM EAVES. EXT. SHEATHING TRUSSES @ 24" O.C. MAX. PER PLAN ARCHS FOR ROOF 2x8 MIN. SPF #2 qG O.C. -SEE FRAM PLAN FOR MORSEE TRUSSES ARE ATTACH PER NAILING SCHEDULE 71 X OR LSTA18 TO WATERPROOFING AND 2x4 BLOCKING TRUSS TO LEDGER 2x BASE PLATE W/ 12d I � )MIN. 2x6#2 SYP ROOF SHEATHING FINISH BETWEEN STUD(2) @ 24" O.C. TO FLOOR JOB No ATTACHED PER SP1 @ BASE. LSTA18 IMAX - EQUALLY 12d TOE NAI TOENAILS EACH END SYSTEM BELOW IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY NAILING SCHEDULE OR MTS12 MAY BE EACH END L—._..--------------..._._.�_------J 2x BASE PLATE W/ (2) PLYWOOD FLOORING FLOOR TRUSS PER TRUSS ANCHOR (SEE 03/12/18 3/4"=1'-0" USED @BASE SEE LD02/SD2 FOR PLAN) SEE FLOOR FRAMING~ @ TOP REQ'D \ MORE INFO. ROOF SHEATHING ATTACHED PER 3/4'" FLOOR SHEATHING PLAN FOR MORE INFO @ 12" O.C. rn rte®®r,tais'®rrrri' a T- NAILING SCHEDULE 2x8 #2 SYP P.T. SILL ATTACHED PER SIMPSON CS18 PER �0,�++ o++11YYV� ��3�. Z, M O:Jp U j m PLATE W/ 1/2" J -BOLT SCHEDULE WF16/SD6 � z o =' ��z% ��0 NAILING SCHEDULE W/ MIN, 7"" EMBED. @ 6" 2x4 Sl"P#2 BLOCKING LL O.H. FROM EACH END & @ PER ELEV. 32" O.C. MAX W/ 2x #2 SPF STUDS16" WASHER. ALTERNATE @ CONNECTION: USE 1/2" IF SHEATHING IS NOT O.C. w/ EXT. SHEATHING ALL THREAD ROD W/ 7" CONTINUOUS TO BASE FROM TOP OF WALL TO MIN. EMBED USING PLATE, SP8 TOP AND BOTTOM OF TRUSS/ SIMPSON SET -XP ' a BOTTOM ARE REQ'D GIRDER SEE PLAN FOR EPDXY @ 6" FROM WINDOW ATTACHMENT EACH END & @ 32" O.C. C.M.U. WALL PER PLAN INFO. IF WALL MAX W/ WASHER SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO *F1' SECTION @ OPEN TO ABOVE GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF ROOF LINE ----._._.--------...._..._----._._..�..._�..-- — — --I WALL SE TRUSSES ARE ADDITIO USE SIMPSON MTS12 i INFORM) OR LSTA18 TO PARALLEL TO WALL 2x BRG WALL W/ TRUSS TO LEDGER 2x BASE PLATE W/ 12d I � )MIN. 2x6#2 SYP ROOF SHEATHING SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d @ 24" O.C. TO FLOOR JOB No ATTACHED PER SP1 @ BASE. LSTA18 IMAX - EQUALLY TOENAILS EACH END SYSTEM BELOW IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY NAILING SCHEDULE OR MTS12 MAY BE L—._..--------------..._._.�_------J 2x BASE PLATE W/ (2) PLYWOOD FLOORING FLOOR TRUSS PER X`604 SECTION @ LOW ROOF 03/12/18 3/4"=1'-0" USED @BASE W 12d NAILS @ 12" O.C. SEE FLOOR FRAMING~ @ TOP REQ'D \ EXTERIOR SHEATHING ATTACH PER NAILING 3/4'" FLOOR SHEATHING PLAN FOR MORE INFO @ 12" O.C. rn rte®®r,tais'®rrrri' a T- SCHEDULE �w♦ ATTACHED PER SIMPSON CS18 PER �0,�++ o++11YYV� ��3�. Z, M O:Jp U j m SCHEDULE WF16/SD6 � z o =' ��z% ��0 NAILING SCHEDULE 2x4 Sl"P#2 BLOCKING LL (2) 2x4 #2 SYP W/ (2) 10d TOE NAILS 1- LAN fu-SOSEDIREC LOW ROOF TRUSS W/ BLOCKING W/ SIMPSON 16" TAILL RAISED HEEL SEE PLAN FOR — — — — HUC24-2 EACH END, ', W z EXTENSION & MORE INFO USE (4) 10d & (2) 10d REQUIREMENTS. 2 W ATTACH EACH TRUSS STUDS TO ALIGN W/ — — — — — NAILS. UNDER SEE PLAN F- WINDOW JAMBS USE U.N.O. ON FRAMING PIANS *F2'kSECTION @ 2 -STORY BRG. (2) 2x6 W/ HUC26-2. FLOOR GIRDER SEE OF WMR & ASSOCIATES, LLC. Any use, LOW ROOF TRUSS SEE FLOOR TRUSS PER PLAN FOR TRUSS PLAN FOR PLAN CONNECTION CONNECTIONS _ SEE TRUSS LAYOUT MASONRY (SHOWN) FOR TRUSS LOCATION OR WOOD WALL PER & CONNECTION INFO PLAN "F1TYPICAL CONNECTION @ GIRDER OR BEAM 4S14 SECTION @ RAISED HEEL TRUSS 314"=1'-011 `�j 1 /2"=1'-0" --COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & SEE 2NC 2x BASE PLATE W/ (2) ----._._.--------...._..._----._._..�..._�..-- — — --I WALL SE 12d NAILS @ 12" O.C. ADDITIO USE SIMPSON MTS12 i INFORM) OR LSTA18 TO SIMPSON H2.5 WALL IS CONT. BRG ON TRUSS TRUSS TO LEDGER .STUDS I � )MIN. 2x6#2 SYP NOT REQ'D IF STUD IS (CONT. LEDGER w/ (2) I TO TRUSS BELOW) %4'x3" SDS WOOD JOB No ISCREWS @ 16" O.C. d 3/4" FLOOR SHEATHING ATTACHED IMAX - EQUALLY ISPACED & 3" FROM LEDGER RECESSED END OF LEDGER - PER NAILING SCHEDULE IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY 0 N. IO.C. IS REQUIRED w/ SHOP DRAWINGS I L—._..--------------..._._.�_------J W/ (2) 16d NAILS @ EACH OPT. TRUSS RECESS LEDGER FLOOR TRUSS PER X`604 SECTION @ LOW ROOF 03/12/18 3/4"=1'-0" 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. .STUDS STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS SHEATHING IS NOT TO TRUSS BELOW) CONNECTED W/ MTS12 JOB No CONT. ADD BLOCKING 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 Q PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d 0 N. TOENAILS EACH END W/ (2) 16d NAILS @ EACH FLOOR TRUSS PER (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE TRUSS PLAN FOR CONNECTIONS (IF TRUSS IS CONT. BRG ON MASONRY USE META16 @ 24" O.C. OR ON WOOD USE HGA CLIPS @ 24" O.C.) S1 SECTION @ COMBO TRUSS 3EE PLAN lvlY wVlYl., "_' ,OWN) OR WOOD WALL PER PLAN 1/2"= 1 1-01, EXT. SHEATHING FROM ALIGN 2ND FLOOR DESIGN, -DESIGN: -- U-STRUCT: TOP OF WALL TO DBL STUDS w/ 1ST FLOOR 0 BOTTOM PLATE. IF .STUDS CC COW SHEATHING IS NOT u) JOB No CONT. ADD BLOCKING (2) 2x SPF#2 BASE _.._ Q @ SHEATHING SPLICE PLATE. ATTACH 1 ST PLY 0 N. W/ (3) '10d TOENAILS W/ (2) 16d NAILS @ EACH w DATE: 03/12/18 EA. END. SIMPS. SP4 TRUSS, THEN ATTACH' W @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING @ 12" O.C. rn rte®®r,tais'®rrrri' a T- U 'n �w♦ ATTACH PER NAILING SIMPSON CS18 PER �0,�++ o++11YYV� ��3�. Z, M O:Jp U j m SCHEDULE WF16/SD6 � z o =' ��z% ��0 O 2x4 Sl"P#2 BLOCKING LL W/ (2) 10d TOE NAILS 1- LOW ROOF TRUSS W/ (2) 2x TOP PLATE 16" TAILL RAISED HEEL SEE PLAN FOR BOTTOM CHORD ', W z EXTENSION BEARING WALL REQUIREMENTS. 2 W ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A F- U.N.O. ON FRAMING PIANS *F2'kSECTION @ 2 -STORY BRG. 3/4"=1'-0" OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of the (2) 2x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION 01 ULoo J P1DlJVC /Ar'C TO ALIGN W/ STUDS BELOW o p STA30 2x P.T. BASE PLATE SEE HEADER TO BEARING SCHEDULE FOR BUILT UP A.B. INFO dh 111, STUD ah SEE FOUND. PLAN FOR FTG. REQ. A QA 1/2" J -BOLTS @ 6" FROM EA. END OF B SEE CHART FOR REQUIRED JACKS / STRAPS TOP & WALL & WALL OPENINGS @ 32"b.c. a KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF C 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32 O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM � V o- rn 2 o VJ s .J Urn, F- z o W �� O Q to W r Ur -W O > p0�t: E oco CiC0N O ry W Z Con, 00 W~ Z�<OJ��'0 N U —Ci O0 Z0J Q3:mw o W Oz�WY0 E z ~ O ¢ W a d D W F- 0 O W 'W o 2 a - uWi � a Z 0 H 0 0 z a~C O W W W z W90 W n W Z(� to W a WZW z eWIQ. 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F_ R W Y00 z U 0 0 to, W�- 0 0- 0- !V W BLDG DESIGN: --- 0 u)STRUCTURALENG MCD _ _..... _.--------- W DRAFTING F1 2 STORY INTERIOR BEARING WALL CO Ujz H se documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD6 -DESIGN: -- U-STRUCT: JW 0 QC CHECK CC u) JOB No PSQ-0204731 _.._ Q SCALE: AS INDICATED w DATE: 03/12/18 0 F1 2 STORY INTERIOR BEARING WALL CO Ujz H se documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD6 MIN. (3) 2x SYP #2 --- STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)2x12 SYP#2 STRINGERS W/ SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING MID SPAN BLOCKING _i ' _l�llll IJ�II�I ul'l.11.l i'lll II!III I ' I '� _ (2) 202 SYP#2 BEAM STANDARD (3) 2X12 BEAM (#2 SYP) STRINGERS W/ TO MATCH JOIST SIMPSON A34 CLIP TO MIN. (3) 2x SYP #2 STUDS FLOOR SYSTEM 9'-0" LINE UP 2xJOIST IN PER SCHEDULE REQ'D LINE WITH MIDDLE REQ'D @ END OF LANDING 2x12 STRINGER TO BE DEPTH W/ (3) 10d UTILIZED AS BLOCKING REQUIRED. SEE PLAN MIN. 2x8 SYP#2 JOISTS W/ MIN. (6)16d NAILS @ LANDING @ 16"O.C. z a 0 W/ SIMPSON A35 OR O U_g LUS26 HANGER ON INFORMATION. EACH SIDE 0 HANDRAIL [1 4= OF LANDING (2) 202 SYP#2 BEAM HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) TO MATCH JOIST 12'-0" OR LESS MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING 9'-0" p PER SCHEDULE REQ'D 2x4 CONT. TOP PLATE REQ'D @ END OF LANDING OIL MAX. 4'-0" ABOVE FLOOR DEPTH W/ (3) 10d mom' REQUIRED. SEE PLAN O.C. MIN. AND @ ANY W/ MIN. (6)16d NAILS yj 3: @ END OF LANDING SUPPORT A 3/4" PLYWOOD OR OSB INFORMATION. TOENAILS EACH END FROM (2)2x12 SYP#2 HANDRAIL ATTACHING TO MASONRY OF LANDING WALL) CONT LEDGER w/ 2x4 #2 SPF STUDS @ FOR STRINGERS TO 10d NAILS @ 4" O.C. OVER LANDING HEADER TO BUILT UP 1/4" x3-1/4" TAPCONS @ I 16" O.C. MAX. FOR SHEATHING TO LANDING ATTACHED MIN. 2x$ SYP#2 JOIST CONNECT TO. BEAM STUD COLUMN WALL SEE PLAN FOR MORE INFO 2x4 SILL PLATE W (2) 2x JOIST PER NOTCH SILL AND SCHEDULE PER GENERAL FLOOR TO BEAR DIRECTLY ON GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 PLYWOOD FLOORING o 0o = PLYWOOD FLOORING MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS TO ALLOW VERTICAL CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHING TO MASONRY BELOW OR TO SLIDE DOWN TO FACE OF TRUSS L -BRACE @ V-0" O.C. & WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS BEAM @ END OF WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL L -BRACE @ V-0" O.C. & 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW a 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) 6" MIN. re STAIR WINDER DETAIL (2) 202 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D @END OF ATTACHING TO MASONRY LANDING FOR STRINGERS F MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d CONNECT O BEAM T TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH DIRECTLY ON BUILT W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW (a) 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING, 12'-0" OR LESS MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING 9'-0" SPACED/CENTERED IN LAYOUT. HEADER 2x4 CONT. TOP PLATE REQ'D @ END OF LANDING OIL MAX. 4'-0" ABOVE FLOOR WALL COULD BE mom' REQUIRED. SEE PLAN O.C. MIN. AND @ ANY W/ MIN. (6)16d NAILS SEE PLAN FOR DEPTH STUDS W/ (2) 16d TOE SUPPORT A 3/4" PLYWOOD OR OSB INFORMATION. PLYWOOD SHEATHING FROM (2)2x12 SYP#2 HANDRAIL ATTACHING TO MASONRY OF LANDING WALL) CONT LEDGER w/ 2x4 #2 SPF STUDS @ SHEATHING OVER 10d NAILS @ 4" O.C. OVER LANDING HEADER TO BUILT UP 1/4" x3-1/4" TAPCONS @ I 16" O.C. MAX. FOR SHEATHING TO LANDING ATTACHED MIN. 2x$ SYP#2 JOIST ATTACHED PER STUD COLUMN WALL SEE PLAN FOR MORE INFO 2x4 SILL PLATE W (2) 2x JOIST PER NOTCH SILL AND SCHEDULE PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR OPTIONAL (2)2x12 SYP#2 PLYWOOD FLOORING o 0o = PLYWOOD FLOORING �..�� �_ � TO ALLOW VERTICAL CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION NOTES ATTACHMENT TO ❑ LU TO SLIDE DOWN TO FACE OF TRUSS L -BRACE @ V-0" O.C. & a 4\ FACE OF TRUSS MASONRY WALL) BEAM @ END OF CMU/LEDGER IN LIEU OF z. F --O _j L -BRACE @ V-0" O.C. & SDS WOOD SCREWS o ❑ > LL! UJ W > @ANY OPENING EQUALLY z SPACED/CENTERED IN TRUSS SEE PLAN 16" O.C. LANDING PER BUILT UP COLUMN FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. F- Uj Z AC MID SPAN BLOCKING a MAX SCHEDULE WOOD: HU210-21HUC210-2 W/ H a Q _ _ o W_. TO MATCH JOIST z CL Q c OPTIONAL (2)2x12 SYP#2 (18)16d NAILS TO ._.._... - 00 W _ BLDG DESIGN: --- U) Co DEPTH W/ (3) 10d W szz ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND -DESIGN: --- O U-STRUCT: JW 0 QC CHECK: CC z TOENAILS EACH END J Q IN LIEU OF BUILT UP COLUMN (10)10d NAILS TO (2)2x12 SCALE: AS INDICATED z Lu DATE: 03/12/18 ST1 F0 W W U p LL z g WOOD: HU210-2/HUC210-2 W/ (18)16d SYP#2 HEADER NAILS TO LEDGER/SUPPORT MASONRY: HU210-2/HUC210-2 W/ co LU_ m < p -j Z. O AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONS U h— SIMPSON A35 SYP#2 HEADER TO CMU AND (10) 10d o � w 0 u� CONNECTIONS MASONRY: NAILS TO (2)2x12 SYP#2 M U SEE PLAN FOR HU210-2/HUC210-2 W/ (18) HEADER wU) W MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU WOOD WALL MASONRY WALL OR AND (10) 10d NAILS TO (2)2x12 STANDARD (3) 2X12 U LL FRAME WALL BEYOND SYP#2 HEADER SYP #2 STRINGERS W/ p LU p SIMPSON A34 / A35 © G7 z O CLIP TO FLOOR SYSTEM& LANDING B -B CROSS SECTION OF BEAM TO LEDGER FRAMING (2) 202 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D @END OF ATTACHING TO MASONRY LANDING FOR STRINGERS F MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d CONNECT O BEAM T TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH DIRECTLY ON BUILT W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW (a) 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING, 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: FLOOR SYSTEM PER SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM FRAMING PLAN TYP.WL RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR 2x12 STRINGERS ONE - ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER ----- TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION — - 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"0-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 0 1z (2) 2x12 SYP#2 BEAM PER SCHEDULE @ END OF LANDING FOR I STRINGERS TO I I CONNECT TO. BEAM II TO BEAR DIRECTLY ON I BUILT UP COLUMN BELOW. I — MIN. (3) 2x4 SYP #2 COLUMN — 2x P.T. BOTTOM PLATE STRINGER ATTACHMENTS. SEE CHART FOR MIN SIZE OF INSIDE BEAM. ATTACH 2x6 VERTICAL NAIL (2)PLY BEAM TOGETHER USING (3)124 NAILS AT 8" O.C. TO TRUSS W/ (3) %4" x 3" 3 1/2" 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO SDS WOOD SCREWS PENDING LANDING CONSTRUCTION. EQUALLY HEIGHT AND PLAN SPACED/CENTERED IN LAYOUT. HEADER 2x4 CONT. TOP PLATE WITHIN SUPPORT OIL MAX. 4'-0" ABOVE FLOOR WALL COULD BE mom' REQUIRED. SEE PLAN O.C. MIN. AND @ ANY FOR REQUIRED HEADER AND STUDS W/ (2) 16d TOE SUPPORT A X INFORMATION. X 2x JOIST (P.T. IF HANDRAIL ATTACHING TO MASONRY I WALL) CONT LEDGER w/ 2x4 #2 SPF STUDS @ (3) 16d NAILS @ 16" O.C. 10d NAILS @ 4" O.C. MAX. TO EACH STUD. ((2) NOTCH FLOOR 1/4" x3-1/4" TAPCONS @ I 16" O.C. MAX. FOR SHEATHING TO MASONRY WALL) TOENAILS BOTTOM WOOD OR MASONRY VERTICAL LOCATIONS). WALL SEE PLAN FOR MORE INFO 2x4 SILL PLATE W (2) 2x JOIST PER NOTCH SILL AND SCHEDULE HEIGHT OF LANDING I-- 0M PER FLOOR PLAN PLYWOOD FLOORING NOT USED 3%a" ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %4" x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY SEE ARCH PLAN SPACED/CENTERED IN 2x4 CONT. TOP PLATE 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" OIL MAX. 4'-0" ABOVE FLOOR STUDS W/ (2) 16d TOE 32' mom' ATTACH TOP PLATE TO O.C. MIN. AND @ ANY z C7 O STUDS W/ (2) 16d TOE OPENING W/IN X W X NAILS HANDRAIL 2x4 SILL PLATE W/ (2) I X 2x4 #2 SPF STUDS @ KNEEWALL 10d NAILS @ 4" O.C. (_9W cl) 00 z4� J( NOTCH FLOOR 24" O.C. W/ (2) 12d I (NOTCHED @ 2x6 SHEATHING TO TOENAILS BOTTOM Z) U5N cc VERTICAL LOCATIONS). co z 2x4 SILL PLATE W (2) z NOTCH SILL AND NOTCH SILL AND I-- 0M Q�U.0 PLYWOOD FLOORING o 0o = PLYWOOD FLOORING W TO ALLOW VERTICAL TO ALLOW VERTICAL 2x6 VERTICAL AND ❑ LU TO SLIDE DOWN TO FACE OF TRUSS L -BRACE @ V-0" O.C. & a 4\ FACE OF TRUSS @ ANY OPENING 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %"xW SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) GENERAL LANDING & ST03 SECTION HANDRAIL W/ ST01 G STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"-1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %4" x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE 32' mom' NAILS z C7 O (/) LU SEE ARCH PLAN W U_ WUnH MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X X 24" O.C. W/ (2) 12d U_ O (_9W cl) 00 z4� J( NOTCH FLOOR TOENAILS BOTTOM I 0 J0~0>-0 c Q SHEATHING TO J W Z) U5N cc ACCOMMODATE 2x co z 2x4 SILL PLATE W (2) z NOTCH SILL AND 10d NAILS @ 4" O.C. I-- 0M Q�U.0 PLYWOOD FLOORING o 0o = (NOTCHED @ 2x6 W TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO ❑ LU FACE OF TRUSS a Z r' ATTACH 2x6 VERTICAL Q H 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" z. F --O _j L -BRACE @ V-0" O.C. & SDS WOOD SCREWS o ❑ > LL! UJ W > @ANY OPENING EQUALLY z SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE W FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %"xW SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) GENERAL LANDING & ST03 SECTION HANDRAIL W/ ST01 G STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"-1'-0" COPYRIGHT MCD 2015: 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. 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UJ W > z 0 W W n W = 0- U) F- Uj Z AC a al; Uj H a Q o W �,o U) 0 z CL Q c —,--- 00 W BLDG DESIGN: --- U) STRUCTURAL ENG: MCD W DRAFTING: -DESIGN: --- U-STRUCT: JW 0 QC CHECK: CC to JOB No. PSQ-0204731 ' P SCALE: AS INDICATED z Lu DATE: 03/12/18 ST1 F0 W W U