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3908 Saltmarsh Lp 18-1265 (a)ULA, 1[-t I III.._ l .11 1a Ll 11 NO: DATE: DESCRIPTION: BY: 1 11/22/16 ADD GLASS INSERTS TO GARAGE DOORS J.L. 2 01/24/18 UPDATED MODEL TO 2017 FBC C.C. III_ -I ..i .'. L1_. 1111111,11 Lll i i H.B. Slab Plan "ABC" SCALE: 1/8" = T -O" (11x17) 1/4" = TV (22x34) GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS. CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. WATER HEATER T & P RELIEF VALVE SHALL BE FULL SIZE TO EXTERIOR WATER HEATED AT OR ABOVE FLOOR LEVEL SHALL BE IN A PAN WITH DRAIN TO EXTERIOR. WATER HEATER SHALL HAVE AN APPROVED THERMAL EXPANSION DEVICE. 4. PAVERS MAY BE USED ILO CONCRETE SLAB AT PATIO, PORCH, DRIVE AND WALKWAY. 5. IN LEIU OF TREATING THE SOIL AN ALTERNATIVE TO TERMITE TREATED SOIL CAN BE TERMICIDE. 6. BORA-CARE TO BE APPLIED ON INTERIOR WALLS IAW MANUFACTURERS INSTRUCTIONS AND SPECIFICATIONS. PURSUANT TO CH.482 OF THE FLORIDA BUILDING CODE. DOOR NOTE KEY: 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'-8" 30 = T-0" ALL INT: DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/CLIENT :. C9 m 0 ¢ z O 7F 0 0 LLJ cn CK m w w cn w 0 r w a cn Q m .v ci� .0 a C6 O �Sz w O. .. 00 Lu ,� : U ac O`` A ®�� 0o ® *agN* P� ! 0 U3U3 Lo eo .. L0 0 IL O d -O O ti E CN O V _.I C LL CO tmt ti . Cm r— CO N .QmO E C ,0 CO .7 OO O E'S -o r-''—� c co LL c U) rnW v z -� 2p� z g w a E 0 N W E E cn w u� w U D O w 0 cn Y 0 w 0O h p V 0- w M C— E M zf -d J 1"� 0 E LL p (n I, cn'00 M M 4O x w M rz— O c� z z m 0 o O p 421 C) a- p- u j O o L V) fn F— V0N Ln O M O oO z O ,� CZ �` 'd 0 N O C 4"')Mi 0 ¢ w NO ¢ w Ln 0 m m o 40 >- w ¢Of • a � i w a 0 ISSUE DATE 02/22/2018 w m REVISIONS o. ... ....... ...... _.., ------- : PROJECT: 18-0169 z SCALE: AS NOTED Z DRAWN BY: JML& JFT DESIGNED BY: MJS FOUNDATION AN 01 I 1 11 LL; l dG LI III: I II I .. GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS •. SL - SIDE LIGHT • FG - FIXED GLASS • TR - TRANSOM • GB -GLASS BLOCK • PKT POCKET DOOR 30"„0" • OBS -OBSCURED GLASS • TEMP - TEMPERED GLASS 1314" 16'-8" • SH - SINGLE HUNG • DH - DOUBLE HUNG 12'-0 1'-4" -0" 11' 4'-4" • HR - HORIZONTAL ROLLER • BP - BYPASS BF - BIFOLD A/C 1 • TYP. - TYPICAL. (COMP.J NOTE: i SPECIALTY WINDOWS/DOORS, FIXED GLASS --------- WINDOWS, AND TRANSOMS ARE NOTED ON 3050 S.H. 3050 S.H. PLANS. - - ._ .. --..-_..__._.._ _ -. - - - - -- -- `° NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON LU -� JOB SITE. Covered Lanai cOJn2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE 9'-4" CLG. F.F.F. H.B. FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED 81,01' 2'-01' 8, 15'-4" 8" PROMPTLY TO SUPERVISOR FOR CLARIFICATION. Gathering _ 3. MECHANICAL EQUIP. LOCATIONS WILL BE -4 _° DETERMINED BY COMMUNITY AND COUNTY Room T CODES. 8'-0" x 8'-0" S.G.D. 9'-4" CLG. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB ( -- PER CODE M307.2 & M1309.3. 0o 5. PROVIDE RECESS H&C WATER w/ DRAIN @ B WASHER SPACE. -O6 FRAME KNEEWALL e BELOW 36" 8" _ 6. VENT DRYER THRU EXTERIOR WALL U.N.O. $" 10'-9" _a4o. BARTOP $'-11" 5'-2" 3'-10" 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE C ?4 @ REF. SPACE, ti 12" TOP EXT. T o `LSO STORAGE N 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. SLOPED CLG 4 - - 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. - — - Dmin Roam ----- - _T -- - - - TT 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL 9'-4" CLG. : i �1� o -) � — SHEETS FOR EXTERIOR WALL FINISH SPECS. J _) ° -�� p W. DBL. SINK w/ \� 11. REFER TO DETAIL SHEETS FOR FLASHING C T DISPOSAL REQUIREMENTS AT ALL WOOD TO MASONRY C INTERFACES. _.T.. VENT TO EXT. _.._ j ----.___... © 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 Pwdr. - - Kitchen w _> N._ _ - (�_� 9'-4" CLG.CW'. � if 9'-4" CLC. o �) w 2" U.N.O. \ PED. M _ C `' 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 SINK T2' U.N.O. �S+ = -- ----- °P * 9 � w ` CL -- 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. 2 C WCD .H. '� _ © •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o \ � H- v m (OPT) COUNTERTOP _ _ N Ef 36" HT. W/ CAB. ABV. _ --- - S„ - 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH IL M T. `?Q�/er HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR op -4 9'-4" CLC.- - - --- °.-° LL MORE SHALL BE CONSIDERED SHEAR WALL SINS =, o SHEAR WALL SEGMENTS. o ?� 1/2" GYPSUM BOARD16. OPENING BETWEEN GARAGE AND RESIDE 3080 DVP M.T. cv '"'' o APPLIED TO THE GARAGE NCE z SIDE R. SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w 3'.0"� 3' $�� 13'.0" _ ..-._ ...._._..__ SOLID WOOD OR HONEYCOMB CORE STEEL DOOR a _ - _ ..._ . __.. _ -------_------ __ _. _ .... ___..._._ .- -4J NOT LESS THAN 1 3/8" THICKNESS AS PER co Y .- z 8" T-010 5'-0�� _ FBC-R302.5.1. 0 - ----........... _... . _ - 4 0 C o :; 17. INSTALL 5/8"' TYPE X DRYWALL ON GARAGE o 6'� � Gntr r p z "h CEILING BENEATH HABITABLE ROOMS (TYP.) <zc 2 Car Garage J V) 11'•4" CLG F.F.F. ---- - _ 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 < 9'-4" CLG. F.F.F. _...._ y M.P.H. _._.. _.___.. __.._.................. z -22''X48 y 1 00'l 19. ALL TUB & SHOWER UNITS WILL HAVE a c ATTIC ANTI -SCALDING DEVICES INSTALLED. w L! ---ACCE3S j - 20. ALL OPERABLE WINDOWS LOCATED MORE THAN - 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A V) Uj MIN. OF 24" ABOVE FINISHED FLOOR BEING — -- — — — — _. - - - - SERVER PER (FBC-R312.2). z 51 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER Q BUILDER / CLIENT o CO co DOOR NOTE KEY: w H.B. w DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 24 = 2'4' 50 B.F. = 5'-0" BIFOLD -- _-- co 16'-0" x T-0" GAR. DR. 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD __... ._._._.... _ ......... __.. ..._ .__ ..__... 28 = 2'-8" 30 = T-0" a v WINDOW NOTE KEY: a 21-6'# 16'-0" T-6" 81' 7'-0„ 1 x„41' z -- - - -- ------ - _ ... - - - --- - --- -. - ._.._..�- _- - - O 21'-0" 9'-0" WINDOW SIZE CALLOUT: 0 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" � 30'70" 2060 = 2'-0" x 6'-0" C/� • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. N w Area Tabulations m Living: z 1 st floor: 756 sf o 2nd floor: 974 sf w Total Living: 1,730 Sf a x entry: 48 sf » eA� (� » garage: ara e: covered lanai: 107 sf Plan First FIOor U C 439 sf � � SCALE: 1/8" = 1'-0" (11x17)_1/4"_TV (2204) Total Area: 2,324 sf 0 U' w w e iW 20.6 vs Q �/ �'(� ••®®.®®rs��°mss � �`o !iJ LL `•'� U) o e� ci U_ C) O C� C) It* --E CM O U U_ fA N 'tn aj (0 N m N 0 N �(.0 ti N 00 b do- E w Lo x 0o Q U - c � m w Z z W E � N N w � 0 0 0 y O CL n Q ( J C�. _�� 1� ME M "d LL E 4-1 O CnO cn Ld ICY -M n (n M � c x M Li LLJ 4-JCDJ z z m cn m O o O N WE ro c a � �� O � M CD CE o °' V N Ln z a ¢ 0 N, O o LL d_ n O ,L p z CL > '0 2 > N O CCn C ¢ C p ,0 Q W Ln 0 a m o r �I w F_ w 0 . 0 z 0 F-- :�F ISSUE DATE 02/22/2018 o.. --. _ ..-........__ REVISIONS 0 ¢ PROJECT: 18-0169 --------------- z SCALE: AS NOTED ¢ _. .. - - -- _ _....._._ z DRAWN BY JML & JFT DESIGNED BY: MJS FLOOR PLAN 02 30'-011 S.H. 101-0" 2'-411 (EGRESS) 3056 S.H. R & S Lum cn M _ - - - -- — — S 0 W.C. 1 x 1 a - _ 9'-0" CLG. �S I W.I.C. 1 ' wz7 cn i• I— ui o --- 9'-0" CLC. x I e HOWE .B.1 r '-o" CLG. C Master Suite N Y T_ " --- 1'-0" 71-•11 9.0 CLG. 4 V 1, .� C%l Lu N �'. 3'-4' 3'-8" 8'-4" co T C 14'-0" SHOWER x VALVES Q is q R & S KNCHESPAC \ 11, IV - 50 B.F. 22"x30" ATTIC VANITY w/ cn ACCESS d Lu MIRROR ABV. Dn N °Q v VANITY wl o N MIRROR ABV. C !.. �._._:._._.... Bedroom 4 LA �=; r �,, T ,_ _ _-T, LL ry -_ o / o0 1 -� _..__ yr 9'-0" Laun CLG. / • ii °~- } 1 J r �, B.2 9'•0" CLC. :00 _ x ' 9'-0" CLC. s Uj 61.811 11,411 2'411 31.811 C T 51.411 1'-4"' M 31-611 ¢- _J �! R & S TUB/ ! ----.. - ..._ / RAIN PAN _.-....-.__ M 4 � N ,.. SHOWER - AS RE 50 B.F. V7// �s W.I.C. 2�, '-0" CL i co 4,1 1 c .,°�'. 101,411 101.411 41.90" 1 31„611 811 00 Bedroom 3 Bedroom 2 9'-0" CLG. 9'-0" CLC. 6 q' N Second Floor Plan "A. .9C99 EXCEED REQUIREMENTS OF THE (2017) FLORIDA SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'•0" (22x34) GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP - TEMPERED GLASS • SH - SINGLE HUNG • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 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 SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 2" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 ' U.N.O. 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O.LLJ o 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR 0 MORE SHALL BE CONSIDERED SHEAR WALL SWS = LMLJ SHEAR WALL SEGMENTS. o 16. OPENING BETWEEN GARAGE AND RESIDENCE oz SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. cza w 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o CEILING BENEATH HABITABLE ROOMS (TYP.) 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 W M.P.H. 0 — vi z 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. 1 cn w 20. ALL OPERABLE WINDOWS LOCATED MORE THAN F 72" ABV. SURFACE BELOW SHALL HAVE THE z LOWEST PORTION OF WINDOW CLEAR OPENING A LD (0 MIN. OF 24" ABOVE FINISHED FLOOR BEING d SERVER PER (FBC-R312.2). a 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER co BUILDER / CLIENT cm (N DOOR NOTE KEY: 0- w DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD Z 24 = 2'-4" 50 B.F. = 5-0" BIFOLDcn 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 28 = 2'-8" 30 = T-0" o WINDOW NOTE KEY: 0 WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x T-0" 2060 = 2'-0" x 6'-0" U' • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. w 7- LLJ w 0 w 0 w 0 a c� N 9 0 z u co W m z 1.111.... r®rrr��ntoo®' 0 ®`�� �� e•oo®eosees•®®e /V di -- v� 0 O ® 0 :z UJ (to �. ul Oe :. • r e z. e w L4 U-) M T- ec> N c00 �Z L O N M O V LL c O O >� r„ CO W Q CL C.0 07 N 04 E 4-0 (D C p'. C:) CO L OOH- E 0 E 00 �C LL LL c U n w Z z � 4 E rn w az v 0 0 Q 0 O V °- J I� M E M fu fu ..J V E LL+ C) cn O 1 � M A 0) n *� M 4-J O J O O N cy � O O V7 M co 00 r a M oCD s` Cu u^ .O 's:. O � Q > O .IJ O O w Ln O a w Lil � o i s 0 d ISSUE DATE 02/22/2018 o----. _...._. LL REVISIONS PROJECT: 18-0169 SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 03 1 FIBERGLASS SHINGLE ROOF INSTALLED AS _...__ _.. _ PER MANUFACTURER'S SPECIFICATIONS. ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10"13/4" FIN FLR. HT. -...._ _.._ _....._ .__w ._. @ SECOND FLOOR -- — 9"1 BRG. HT ____ ___.___�__----____–--_---- _-___ __.._._ ___.__._._..__.. 8'-0" HDR. HT. 1x6 SMOOTH FINISH BAND— (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR 7'-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8 3/4" FIN. FLR. @ SECOND FLOOR F 9'1 BRG. HT.� 8'1 HRR. HT. ` 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. ` Front Elevation "A SCALE: 1/8" = T-0" (1107) 1/4" = TV (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7116" OSB. SHEATHING (TYP.) – - @ SECOND FLOOR Ti HDR. HT. y @ SECOND FLOOR 1x4 SMOOTH FINISH BAND (TYP.) SMOOTH SCORED FINISH (TYP.) 11'-4" BRG. HT. N @ ENTRY - - 10'-8 3/4" FIN. FLR. HT. _ _- _ - - @ SECOND FLOOR 9_'-_4" BRG. HT. 8'-0" HDR. HT. 1x6 SMOOTH FINISH BAND (TYP.) 1x6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) I fNi FIN pip Rear Elevation "A" SCALE: 1/8" = T-0" (11x17) 1/4" = TV (22x34) �j 9'-0" BRG. HT. _ r @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR! ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 10"13/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT 8'-0" HDR. HT 0'-0" FIN. FLR. R., 55 ATTIC VENT CALLS: (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 ISO -L OF VENTED SPACE. TOTAL VENTED SPACE: 1,349 = 4.50 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 1.798 SF. TO BE PROVIDED wit OFF RIDGE VENTS: 3 VENTS @.599 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 3.50 SF. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. @ 0.044 SF. VENTING/LF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 1/8" = T-0" (11x17) 1/4" = 1=0" (2204) 0 w O O _W W 0 U W m O O z w ¢ z c� �n w 0 z cn w 0 vi z Q w 0- w Ln w w 0 z cn ¢ w 0 c/ z a_ w 0 w .. 0 w 0 W 0 vn Y ¢ w O 2 w W¢ C� Y ¢ 0 Lu z O w z Lu a x w w c� z z Q F-- m 0 z 0 0 w z c� Q w m 0 bi W Li Of 0 z w w 0 r�- c� w Of rrrrwir�r� '�®`®+®11"11'1,,1 1.o O s Z : •°• ' i P °° ® e �i �° u- A ' ` 0 o 0 J r °w 2 o zj • O i 7i : • U-! Lo orito co m C�3 Z O r" d 0 O I'-- E M O U LCL C T -co t �� ~ N N < ' cu(nCNCD O *.a CO N i✓ CD � d' � O d, U-) to >< 00 Q 0,. H c U rnW z cu z v0. 0 w E 0 0 N W uo Q� W 0ri O C- _O.I N M E M O A (n O 4- M t� i M00 aw � M d-+ O J 0 0 N � N fu 42 O O C g Lin M s— QC 00 N a u -p N Ln 0 cQ . C N LL CO cn L. O LAp- > "0 N > N © C C 'D N L C Q w Lri O 5- 0 I! i ISSUE DATE 02/22/2018 REVISIONS _ PROJECT: _ 18-0169 SCALE: AS NOTED _ DRAWN BY JML & JFT DESIGNED BY: MJS ELEVATIONS "A" FIBERGLASS SHINGLE ROOF INSTALLED AS 9'-0" BRG. HT. ,� - _. 9'-0" BRG HT Elevation @ SECOND FLOOR ----- - - - -...._ -- ----. _.._... - @ SECOND FLOOR (2204) 0.'� ez P 'o' La T-8" HDR. HT, _ 7'-8" HDR. HT. 0 tt*i a ►►►,�®°°® @ SECOND FLOOR- 10.0° O.H. W F[ :TI @SECOND FLOOR tv O O _ M U LJL. C � CO � 14 7 � -�N� p N .-. ._ ti N ...., O a I O E S 7/8" TEXTURED CEMENTITIOUS w _ rn_W N z z - - - - FINISH ON METAL LATH OVER 16 z -c w E Uo 12 7/16" OSB. SHEATHING (TYP.) a� $ `� O M E 6 N m fo 0 M Cl1 M 00 c, o n 4:1, M 10'-8 3/4" FIN, FLR. HT. 10'-8 3/4" FIN. FLR. HT. w @ SECOND FLOOR -- _... _ ._..__. ---- _.._. _ ..._ - - — -- - --- ..._..__ - -- -._ — -- @ SECOND FLOOR o 9'-4" BRG, . - ------ HT -- _ --_ _ - _- ----- _._,_.:_:_. _ - -- --- ------------ - " 9-4 BRG HT Ln 8'-0" HDR. HT. O _ 8' 0" HDR HT 2' 0 LGl. > -0 C) 0: C fC i Lu Ln O a 1 - TYR - 1x6 SMOOTH FINISH BAND (TYP.) DATE 02/22/2018 REVISIONS - ALL HORIZONTAL & VERTICAL --.._.__.._.._..__............ .....__...-.__......_...._......._.._....-...,_ SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY MJS, ELEVATIONS "A" CONTROL JOINTS PER ASTM 1063 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR, L J, 0'-0" FIN. FLR. Left Elevation "A" SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR _. _ .. 0'-0" FIN. FLR. R.ight Elevation "A" SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) 1 0 W CL 0 0 W m 0 0 z W z 0 U) w 0 0 z ¢ w 0 vi z J a Li N LJ z z LD Ld w 0 0 z ¢ w 0 ui z d W U7 w z r�- U J .. c M LL c U cr a cn W ME 0 w cn0 y CL 0 z 0 cn w z H cn W x X W W c� z z <t i--- m 0 cn m f-- 0 0 Z F - z Q 0 n z CD co W W¢ m O Lu CK 0 z U) Mix Of IM W w O U)ISSUE z co �� d• � o • u O O .� . Q 0.'� ez P 'o' La • z • 0 ss®��/'/ 0 tt*i a ►►►,�®°°® W tv O O O M U LJL. C � CO � 14 7 � -�N� p N .-. ._ ti N ...., O a O E S Lo cu c 00 Q LL LL rn_W N z z N d aN -c w E Uo a� $ `� O M E m fu fo 0 M Cl1 M 00 c, o n 4:1, M 4-0 O O O N '~ Ucr r Gn C) O 01 C "t7 rq Ln O C _fo � O cll O ',� O O LGl. > -0 C) 0: C fC i Lu Ln O a 1 DATE 02/22/2018 REVISIONS PROJECT: 18-0169 --.._.__.._.._..__............ .....__...-.__......_...._......._.._....-...,_ SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY MJS, ELEVATIONS "A" NOTES: �e®a•® ®®...••.•° 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION 0 0..� f c a SECTION R311.7 FIBERGLASS SHINGLE ROOF INSTALLED AS 2. MAX HT. OF RISER TO BE 7 3/4" . PER MANUFACTURER'S SPECIFICATIONS. 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 'r 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1 "' OF NOSING. u_ 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. © E M � 6. 3/8" MAX VARIATION IN ANY RISE/TREAD, � co O) 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" - 2" OR TO ---- 9'-°"BRG.HT. PRE-ENGINEEREDRLAYOUT) TRUSEES .cu (!) tVCo Co 0 PROVIDE EQUIVALENT GRASPABILITY. @SECOND FLOOR _ T-8" HDR. HT. � OE : dam- Q 00 Ll. Lt. 8. " UNDER MIN. 6 WIDE @NARROW END. @ SECOND_FLOOR a , w 4-J tn 9. 34'-38" HANDRAIL HT. a 10. HEADROOM CLEARANCE MIN 6'-811. .0 M � N M Efu P t--� E u CD HANDRAIL R311.7 M Mrnin M 6TH EDITION - FBCR (2017) G7 a� � 34"-38" ABV. TREAD NOSING 55 � c � 00 N Ln ON OPPOSITE WALL. 06 O ,� CL > O p N C 0 ¢ w Ln O 5- 10'-8 314" FIN. FLR. HT. -- i i @ SECOND FLOOR ISSUE DATE 02/22/2018 REVISIONS 9'4" BRG. HT. _ _--TANDING AS NOTED N JML & JFT DESIGNED BY: 8'-0" HDR HT. L SECTIONS 06 S4 I I - b' co M ti (3) 2 x 12'S STRINGERS f iio d EQUALLY 52 SPACED 1 06 lr j a 0'-0" FIN. FLR. - _.. i 1/2" GYPSUM BOARDS S1 -- -- - . J v APPLIED TO ALL UNDER 06 STAIR SURFACE AND SIDES 3'-811 101-101, 3,-4„ 1T @ 10" in- 10 1T @—I V Stair Section SCALE: 1/4" = T-0" (11x17) 1/2" = T-0" (2204) 10" 1x8 SKIRT BD - \ 2x12 TREADS .. -- — \ CUT TO FIT \ I 1., 1/2" PL WD. BLOCKING \ 2X12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 715"EA.) — 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO TOTAL RUN: 17 (17 TREADS @ 10" EA.) SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. STA R CONNECT, S2 TEAD R�SEFR` SETA L :0:67SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = 1'-0" (22"041 06 SCALE: 3/4" = 1'-0" 01x17) 1 1/2" = 1'-0" (22x34) 3/4" PLYWD. SUB -FLOOR - 2x JOISTS 16" O.C. MAX 'i 2x LEDGER ATTACHED TO STUDS _ w/ (2)12d NAILS @ EACH STUD HUS26 JOISTS TO LEDGER 2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY -TO BE PLACED DIRECTLY UNDER LEDGER S4 LAND�N('��CONNE('_��T. E__,",)ETA�L 96,)SCALE: 3/4" = 1'-0" (11x17)1 1/2" = 1'-O (2204) PLATFORM FRAMING 3/4" PLYWD. Sl PRE-ENGINEERED 1 x8 CAP CASING. 2x4 @ 24" O.C. SHEETROCK BOTTOM PLATE /l PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) S3 V—V A L� FWALL DETA0L 06 SCALE: 3/4" = 1'•0" (11x17) 1 1/2" = 1'•0" (2204) 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. s5 STA0R' CONNECT. FLS. TFF7\" U S S 06 SCALE: 3/4" = 1'-0" 01x17) 1 1/2" = 1'-0" (2204) STRINGER TO FLOOR TRUSS Stair Details SCALE: 3/4" = TV (11x17) 1 1/2" = TV (2204) ■z z Q w 0 Q a w co w z ca uj w 0 z Q Q w 0 V5 z Q J 0- w w z cn QD ®°°®►►►o asoo�rrrr° V) w O w a 0 cn m Q m o w o X w r ca z z m 0 � Q <Nc w m Li w cr Q z w o a m L �e®a•® ®®...••.•° C/>C/Q-.° 0 0..� f c a LiJ Ln a 'r CD z u_ C:) -it O © E M � 0 U � J Lt' � co O) Q� 0 Co 04 E .cu (!) tVCo Co 0 o � OE : dam- Q 00 Ll. Lt. c v a Z Z v E a , w 4-J tn j5 U a .0 M � N M Efu P t--� E u CD -� c o M Mrnin M J G7 a� � � c � 00 N Ln O ,� CL > O p N C 0 ¢ w Ln O 5- i i ISSUE DATE 02/22/2018 REVISIONS PROJECT: 18-0169 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 I 11li 1-11G'.11 11 III r'I II OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE AMP 4/0 SCR AL. METER MAIN DISC. TYP. ELECTRICAL UNDERGROUND PANEL SERVICE BY (20 CIRCUITS) POWER CO. GENERAL NOTES KEY: SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE OUTLETS IN FIELD. ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE f A/C DISC. AFCI PROTECTED. ► #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS ZOOAMP ELECTRICAL RISER �- #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE �- #8 COPPER TO RANGE GFCI PROTECTED. - #8 TO A/C 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI A.F.F. (U.N.0.). OUTLET. 12. ALL SMOKE/CARBON MONOXIDE DETECTORS 6. ALL OUTLETS LOCATED IN THE KITCHEN AND ARE TO BE HARD WIRED, INTERCONNECTED AND BATHROOMS ARE TO BE GFCI PROTECTED. 10 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. 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. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. ZOOAMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-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.C. 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. 0 w 0 ELECTRICAL KEY: o 0 w CEILING MOUNTED LIGHT o W 0 PULL CHAIN LIGHT PC � RECESSED LIGHT -WALL f MOUNTED LIGHT WALL WASH RECESSED o q 7t) DUPLEX RECEPTACLE - - -- 220 V RECEPTACLE W ------ ----- -...... - - - - - — ---- 1/2 HOT, 1/2 SWITCHED o - AWP PROOF RECEPTACLE z - -WATER - FLOOR RECEPTACLE 1/ PRE -WIRE FOR CLG. FAN w �GFI GROUND FAULT INTERRUPT CD w o ------ 8 - - -- WALL SWITCH z -- 18, - 3 -WAY SWITCH Q 8D ----------- DIMMER SWITCH cn o z z I1 TELEPHONE JACK N CABLEJACK E PRE -WIRE GARAGE DOOR OPENER w FLUORESCENT LIGHT Z _.... ELECTRICAL PANEL _ © CHIME __. __..— - --- ---- - -- ---- CL o I O DOOR BELL / GARAGE DOOR SWITCH Q l L= - DISCONNECT SWITCH ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE /SMOKE DETECTOR __..._ _....__.._.._ c, w CEILING FANckr w m • WALL SCONCE E CHANDELIER E SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT FAN / LIGHT COMBINATION o GARBAGE DISPOSAL MOTOR cn m SPEAKER m _.._.......... ._..-- ii O JUNCTION BOX Q First Floor Electrical Plan A B C L.V. LOW VOLTAGE - -------- V.P.... . ... ......... VAPOR PROOF SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (2204) A.F. ARC FAULT PROTECTION ._ 0 O r -- O d' ti O 04 O � V J C CIO CD fn N 'N N � r` Co a 04 E N 04(o 0 Nc I-- O O E cu c c* Q LL Im w z z -i3 � a a u� z w Oz N N w Li ji U O cnO w Q Y d o w � co O V �- ck�M E M w f -C _I H c u"' Ln 0 V) 00 M C)LJ V) w M w J c� Z z m 0 D O o p N _3E N 4:1z cD a c V) M ca � � -p i N 00 = L > LCL U -p N L I— c - LL O 0 LDN C) C Q c o 0 w Q W t,A © 0- m o Ll - w w r Q 0 0 z Ld o A, V) Q a ISSUE DATE 02/22/2018 o REVISIONS Q PROJECT: 18-0169 >- SCALE: AS NOTED Q - DRAWN BY JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 \PRE -WIRE CLG. FAN/LITE AF /j ' I S.D. / 4 = 2 V --- --- ---- �F --.. �._.._ _-AFS- , Oc xi _. AF 12'1 i - 42 2 .F PRE -WIRE 4 AF --- CLG. FAN/LITE AF AF I I \' �_ 4 X/ 11- AF 0 C.M.S.D.v ....... . .... - - I - -- F. iiAF -- �(� S.D. I ' TO SNITCH -- -- BELOW AF_ kF PRE -WIRE _AF ' PRE -WIRE AF CLG. FAN/LITE / \ CLG. FAN/LITE i ANL -.-._ --_ _.... t -_. _._- ----- -.__. -._. _..._. OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY: SAME AS UNDERGROUND 1, BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. SERVICE 410 SCR AL. AMP NEMA 3 2• ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC, A/C DISC. AFC[PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4, ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET, POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. 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. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE AMP GFCI AND AFCI PROTECTED. 200 ELECTRICAL R 10, OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA Second ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A. F. (U.N.0.). 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.C. 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. 0 w IF 70 ELECTRICAL KEY: 0 w CEILING MOUNTED LIGHT u w 0 PULL CHAIN LIGHT o PC -- -- w RECESSED LIGHT a WALL MOUNTED LIGHT C/) WALL WASH RECESSED Lj' a DUPLEX RECEPTACLE Q 220 V RECEPTACLE Ld 1/2 HOT, 1/2 SWITCHED AWP..._ WATER PROOF RECEPTACLE - ----------- FLOOR _ -___FLOOR RECEPTACLE -- ----- ` - - w PRE -WIRE FOR CLG. FAN --- z �GFI GROUND FAULT INTERRUPT N _- -- -- ------ w 8 WALL SWITCH o --- - -- - - - . ._.. ........ z 83 3 -WAY SWITCH Q Q 8. DIMMER SWITCH o N TELEPHONE JACK z CABLE JACK _.- - - -- - --- w ® PRE -WIRE GARAGE DOOR OPENER Li w FLUORESCENT LIGHT © ELECTRICAL PANEL — 0o CHIME -- -- - - ----- - f E DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH - UM ELECTRICAL METER S.D. SMOKE DETECTOR (� C.M.S.D, CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN w WALL SCONCE L -- N +-_ CHANDELIER SPOT LIGHT c FLUSH MOUNT FLUORESCENT LIGHT FAN / LIGHT COMBINATION --- ..... .... .... v g GARBAGE DISPOSAL MOTOR ® SPEAKER " " O JUNCTION BOX Floor Electrical Plan A B - __ -_ _ __ ___ __ L.V.L,V LOW VOLTAGE i- ____- - V,P, VAPOR PROOF SCALE: 1/8" = TV (11x17) 1/4" = TV (2204) A.F. ARC FAULT PROTECTION 0 C) r- tom - O EM O U N _j U - co C Q �- d7 E MU)N40 O CCn to .L Opd' O E: V jC c co Q In u- m w z z °? a a a� w U a 0 w Q o � N o p h O V M C E M I�\fuL r -I -0 u ; fu Cn 0CD Ln 00 Q_ Ld `. M OOi (n wLd 4-d M 9 c� z Q m 0 I— U) O �k N r� m p a p' V)O cy �- OC 00 N d'p N L M Q �O o� LL o' L_ O z p- ;i '(7 aj O C Cn C N % r ,,,, ¢ w to O 0- m L w � w " a i o z w o ISSUE DATE l 02/22/2018 0 w o REVISIONS m < PROJECT: 18-0169 SCALE: AS NOTED z DRAWN BY: JML & JFT _ DESIGNED BY: MJS ELECTRICAL LAYOUT 08 I -A M 11 Al_11 LE, 11 A111 11 1 _ -1 NJ I' V) LLJ �o �z �w �Q r� D� �cl� �j7F no z _o DV) rLd �w ci n � co �L'i n � X �w -w -j Z �Q m _0 o DF �w J Q 9 CONCRETE BLOCK ••®. .°•le GO Pk, -/ HEADER OR STEEL LL • ..WZ _w �- LINTEL 2 0 �- .0 .. a • •!'� o�w 01- ®, •®°• V ®®®®s®®®®®I000.00so,o PC EXP. STRIP UA U, a _x co -- PC ANCHOR 0 - - ti E STRIP M O U .a) J C U- O CO p) ---- N C co > "L. 1 0) N GLS. BLK. PER PLAN (DClomp —, 0 Edd' cu cu CO <C LL u - c: rnw N z Z a) E 0 u, w PC PANEL E 0 �W 0 N REINFOR. M \ Ero M .0(�aa J C= o 4-. rn 4* SEALANT 0 O O N � N O cl PC ANCHOR STRIP 0G0 N a a "o rn ' 4- 0 c►3 O O c: .0 C) r- N r °D +� q L Q W LLA © O 0- -_ �. EXP. BOLT (2) ISSUE DATE 02/22/2018 -REVISIONS_ _ -- - .. _-- PROJECT: 18-0169 SCALE: AS 1f PER'ANCHOR - L� DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS MORTAR ASPHALT EMULSION -- CONC. BLOCK WALL j.\ (4) EXTERIOR FINISH (r 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 Z 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 " „ 4 1_1 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 3]" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 3 " "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 RUNGS) 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 SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE GLASSBLOCKDETAILS 4. PLACE 1/4" SHIMS AT SILL CORNERS 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' R905.2.7 CDX PLYWOOD OR O.B.S.v 77 MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED.LATH PREFAB CAP 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. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN r 7/8" STUCCO OVER PAPER ROOF COVERING PER PLAN r Y_ 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 7116" 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 FBC 2x's @ 24" O.C. W/ HUGHES MP3'W ------ - __ - -- — -- _._ _... -- ATTACHED TO SHEATHING FLASHING SEQUENCING; \ - - WHEN GREATER THAN 24" x 24". • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. \ TRUSS 24" O.C. APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE OK @ • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. ;" \ RUSS @ 24" O.C. NOTE. - — ROOF COVERING PER - _ ___ ....-- _._. - _......__.....-. PLAN SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. i — -- --- - ---_--- ------------ ,__._____ ROOF UNDERLAYMENT .` NG 2x4 BLOCKING PER FBC R905.2 IMPORTANT:FIRE 15# FELT DRAINAGE PLANE I METAL FIREIB OCKING ROOF SHEATHING SHEATHING _ .....-.-.__ ITIS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH _, _ _...._._ WOOD BASED EXTERIOR SHEATHING -OSB AROUND FLUE LINER 2x4 #2 SPF OR #3 �, 6 MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER - 7/S" NOMINAL STUCCO THICKNESS � ''' SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE ,i - -._ INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF 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. W MEMBRANE STRIP COVERING WOOD FRAME _ _ -\ INTERSECTION UNDER EXPANSION JOIN EQUAL - PRE -FAB FIRE BOX % >\ , / \ / ` �\ �\ TO PROTECTO WRAP BT-20XL-9" TO EXTEND 2" BELOW THE CMU " DAMPER \�� 18 NON-COMBUSTABLE \ \ 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH ------- FOUNDATION \ \ '\ \ V \ V All x VALLEY RAFTER SCALE: 3" = 1'-0" 2 WINDOW FLASHHNG DETAlS 2 STUCCO BOND BREA'r\-/FLAS'H'ING DETAIL PRE—FAB FIREBO/y\FLASHINGDETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. V) LLJ �o �z �w �Q r� D� �cl� �j7F no z _o DV) rLd �w ci n � co �L'i n � X �w -w -j Z �Q m _0 o DF �w J Q 9 J D1 ••®. .°•le GO Pk, LL • ..WZ _w �- 2 0 �- .0 .. a • •!'� o�w 01- ®, •®°• V ®®®®s®®®®®I000.00so,o rrr'i'n UA U, a _x co 0 C) .�- ,qr ti E M O U .a) J C U- O CO p) N C co > "L. 1 0) N (DClomp —, 0 Edd' cu cu CO <C LL u - c: rnw N z Z a) E 0 u, w E 0 �W 0 N M \ Ero M .0(�aa J C= o 4-. rn 4* cn co 0 O O N � N O cl o 0G0 N a a "o rn ' 4- 0 c►3 O O c: .0 C) r- N r °D +� q L Q W LLA © O 0- 40 ISSUE DATE 02/22/2018 -REVISIONS_ _ -- - .. _-- PROJECT: 18-0169 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS J D1 GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE 1N ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fi m = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP &BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30"U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW, THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF ABUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS II, j][J I'LL!"111LILL1I 111l if 11-_ _ _I i ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc = 450 Fc = 900 Fc j = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24 O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER wl (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS, OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN: 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF; IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (MSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3Y16" U NO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION, 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 w-, WIND PRESSURE & SUCTION EFFECTIVE ♦ Q s °° of o„ 00 (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) o :w :Z= U _ VALUE DENOTES SUCTION AREA Q O ®•CO °° (+) 21.2 (+) 21.2 10 (- 22.9 - 28.3 (+) 20.2 {+) 20.2 20 (-) 22.0 -) 26.4 z (+} 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 W (+) 18.0 (+) 18.0 100 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+)18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a 55 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 ATYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED, OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. �1>r_I rl �■.l SC S1A S2A S3 S4A S5A S6 S7A SD1 SD2 SD3 SD4 SD5 SD6 ST1 INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION PLAN DOWEL PLACEMENT PLAN FOUNDATION DETAILS LINTEL PLAN FIRST FLOOR FRAMING PLAN NOTES & CONNECTOR LEGEND ROOF FRAMING PLAN GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS TWO STORY DETAILS TWO STORY DETAILS GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1 9/28/2016 CREATED ELEV A, B, & C- NO STRUCT. OPTIONS 2 3/16/2017 UPDATED FOR GRADE 60 STEEL & SHEET NUMBERING 3 10/18/2017 UPDATED WOOD BEAMS AT ENTRY TO LINTELS 4 1/26/2018 PLANS HAVE BEEN UPDATED TO MEET FBC 6th EDITION (2017) RESIDENTIAL 5 2/1/2018 TRUSS UPDATE TO ALLOW SPACE FOR HVAC - UPDATED MASTER FOR ELEV. B W/TRAY OPT. @ MASTER J z w D co W N z 0 M 0� LU P U (J) W O W z � ""111111111'' w-, `000 * �I���s®® LU . ♦ Q s °° of o„ 00 Co 4e/ CD•°Z qp Cr® Q ... o :w :Z= U a] r •ii (� i °' J ®•CO °° O •••••° o` ®® z ®®®®6 Q► ® a o®®s®B®®1►Ii1'lp®°®% O W z U z W W O 0 W 0 W 05 > O U)'' ^^ U ° M W D 8 z �,- G4 ° z U v~i Z Z °$ O LL O Q z �w z Lig. LJ.. WUtiFW - � 0 a O �. OJrn��„ E otSJ0 r�0) � 96 C�wzF- W = ZO�''�,, ZaO_jLLto N I-UP..m a p c 0 W4 ¢ �� MINTIALS o 0 U 0=zwz E HG R aa O W 0M ZW o DP Z -- O J J a z F- S' LU J Z O o o 11 Q C DP U Q M O Z a HG 0 z F - o to > W c DP J W LU> z 6 LU W n _ = LLU) o CZE aa° - x I- Cil Z d 1 ~W �t/)F_ n MikaD O 0 O M Z W 11 LL e - W W STRUCTURAL ENG: BED W DRAFTING: 1=- -STRUCT: HG lY QC CHECK: CC U JOB No. PSQ-0204616 'Q SCALE: AS INDICATED W DATE: 03/02/18 0 U) W w - 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. M 0� LU P U (J) W U UL 0 j W U z W 0 05 > O U)'' ^^ U ° M W D 8 z �,- G4 ° z U v~i Z Z °$ LL O Q z �w z Lig. LJ.. WUtiFW - a O �. OJrn��„ E otSJ0 r�0) � 96 C�wzF- W = ZO�''�,, ZaO_jLLto N I-UP..m p c 0 W4 ¢ �� MINTIALS o 0 U 0=zwz E HG R aa O W W 0M ZW o DP Z -- DP U Q M O Z a HG 0 z F - o to > W c DP J W LU> z 6 LU W n _ = LLU) o CZE aa° - x I- Cil Z d 1 ~W �t/)F_ n MikaD O 0 O M Z W 11 LL e - W W STRUCTURAL ENG: BED W DRAFTING: 1=- -STRUCT: HG lY QC CHECK: CC U JOB No. PSQ-0204616 'Q SCALE: AS INDICATED W DATE: 03/02/18 0 U) W w - 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. 00 00 d' I I_ L :;1_11 1 IA I 1111111 _._ -_ 1 I 30'-0" 13'-4" 16-8" (2 -STORY FTG.) It 8" 12'-8" A /C: 0 'IT 0 F_ U_ } O b 00 N 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. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT, GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN, 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" 250OPS1 CONC. 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). N 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM W 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. E F LAP SPLICES SHALL BE NO LESS THAN 30". U L 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING DATE: 0 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION RECESSING DOOR SILLS. PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. C £ 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE C o SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F rC'3;CO r- p Q CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE u THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR n USE ALTERNATE APPROVED METHOD. U I - 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. u 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY u COMMUNITY & COUNTY CODES. C G 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE t C AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION C (3) #5 PARALLEL TO 12" INSTRUCTIONS. = BARS & 3" MIN, COVER TO EDGE OF CONC. SIDE 6" O.C. 0 9. NO WOOD STAKES PERMITTED IN FOUNDATION. C C 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO C DETERMINE STEP LOCATIONS IF REQUIRED u 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD L FOOTING STEP DOWN AND CORNER INFORMATION. C Li u 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE C WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER C COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS p WAY MIN. 2" HORIZ. CLEARANCE BETWEEN FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE 7 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO C FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. - WAY MIN. 2" HORIZ. CLEARANCE BETWEEN SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, ` COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS .5 9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 3,5f� WAY MIN, 2" HORIZ. CLEARANCE BETWEEN STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND C FOOTING SIZES PENDING DEPTH OF STEMWALL. e 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE C HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE—STOP--- F CONTACT E.O.R. PRIOR TO CONSTRUCTION C 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING DATE: SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE ) FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION G PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE C CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY SlAi ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. o La rC'3;CO r- p Q e FOOTING SCHEDULE T-° n IQs'®• Z 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. C_ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. G 12"x24"x12" dp w/ #5's EQUALLY SPACED EA.24" SIDE @3" O.C. &MIN C 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" U BARS & 3" MIN, COVER TO EDGE OF CONC. SIDE 6" O.C. u C 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. C BARS & 3" MIN, COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. Li 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 1- 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. u 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. C BARS & 3" MIN, COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. C 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. C BARS & 3" MIN, COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. ` .5 9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. C � 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. C 3,5f� WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. C BARS & 3" MIN, COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. C O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. C 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"44" dp w/ #5's EQUALLY SPACED EA. = 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. I 5742"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. F 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5, E.W. K BARS & 3" MIN. COVER TO EDGE OF CONC. � 54"44"44" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. C 60"40"x16" dp w/#5's EQUALLY SPACED EA. u O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. L 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. H —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 11 W i Q U z .° o NO�c 0 �n U Z Z °�� ) Q m O �� M i U)w LUUr� w ©_j 0) DEQ? Q06 _j w p („)'' LU a (i t ,c Z ZQp_j-j( J"~a}� 8 W Z)U)-0��co O zQo�WZ i ~LL I-- C) < Q z?:SLL0 W 0 Lo > W LLM ( O O Q W W OW W u _ W WZ Uj W a '— C'y Z Q W (1) (1) O OC M Z CL 11. Lir i J ) STRUCTURALENG: BED j DRAFTING: ------------------ -STRUCT: HG QC CHECK: CC JOB No. PSQ-0204616 - SCALE: ..._..... AS INDICATED --.__ LO DATE: a00 ) SlAi u- °°;3� i (0 o°4�'6 U. La rC'3;CO r- p Q T-° IQs'®• Z ?Q- W i Q U z .° o NO�c 0 �n U Z Z °�� ) Q m O �� M i U)w LUUr� w ©_j 0) DEQ? Q06 _j w p („)'' LU a (i t ,c Z ZQp_j-j( J"~a}� 8 W Z)U)-0��co O zQo�WZ i ~LL I-- C) < Q z?:SLL0 W 0 Lo > W LLM ( O O Q W W OW W u _ W WZ Uj W a '— C'y Z Q W (1) (1) O OC M Z CL 11. Lir i J ) STRUCTURALENG: BED j DRAFTING: ------------------ -STRUCT: HG QC CHECK: CC JOB No. PSQ-0204616 - SCALE: ..._..... AS INDICATED --.__ 1 DATE: __ ___._ _.-_.___ 03/02/18 ) SlAi 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. J Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z z W ❑ INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM, 0 N (1) # 5 @ TOP, BOTTOM z O .1 I II II 1 "� 1. 1 �" 1 tl & @ 24" O.C. ❑ 11-411 121-011 1-0 3 -8 7 -4 31-811 1 -0 VERTICALLY BETWEEN COLUMN & MAIN x HOUSE CMU ` ■ ■ ■ ■ ■ ■ ■ ❑ p a0�®®®`o ®•�.•• 0;; l�®®,i a oho ® / ■ - FILLED CELL z a U- 6o Z�� z - PLAN VIEW ❑ O •z ° d J = t w �- z U :V o ¢ .ASO ■ (1) CONT. # 5 FROM o ®®®®®;6° ®®®••.....•�®1���®�`¢ O 31-011 8'-8" 1'-8" - - TIE BEAM TO FOOTING w U. bo " ih MASONRY WALL 0 • • NJ ■ REINFORCING PER co (1) # 5 @ TOP, BOTTOM PLAN (TYP). 0 h &@24"O.C. Q VERTICALLY BETWEEN D COLUMN & MAIN o a HOUSE CMU 00 SECTION VIEW O (V J Q D1 MASONRY COLUMN TIE IN — _._ � — — _ ao 1 /2"=1 "-0" w T CV -' z Li. O 0]E1■ I 0 :9 op ❑ Q.. z N 00S��n N Q L I. M U OO W 0 ■ ■ o LU > U) 04 o v, r I ■ _ o v o O I L i ■ r d A ��� d ---------- ----j L P z o a? WCV ■ N - 0� ■ ®■ ®■ W z 3'-101 811 41_/ 1, Lai. Z z . rM o O '� LU 0 0 O J LLJUw ti U 06--00 ntirn U goo O V■ r j U.1 zQ©JmLLJCO N F-J�~©�Q F- W C�� 0< J zd0�:Mw a 80 w U O ❑=zwZ E z h L) < W¢� a 811 T-0" 11.411 p F–• 0 Q w C� O W Z�Oo ■ ■ ¢ -17O z U W M O Z 4 0 0 Q 0 Z � Q o WWW c. 0 W W u 1'-311 1'-3" 161-011 1.-31, 11-311 w 3: W W 0 z Q Q CL u =G� S CY Z Q 1 ~ VU) = = 0 0 W � (1) OC c Z Z Q� o. CL LU 0 STRUCTURALENG: BED — - -- ....._.....- w DRAFTING I= STRUCT: HG QC CHECK: CC W JOB No. PSQ-0204616 Q SCALE: AS INDICATED H DOWEL PLACEMENT P DATE: 03/02/18 w IX 1/4 11= 1'-0" f/7S2A 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. La Q (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRG WALL BACK 2x BRG WALL PER d MASONRY WALL BOND BEAM IN FULLY all BOND BEAM IN FULLY I,� SEE PLAN ABOVE - WALL SO GYP FINISH IS PLAN AND BEARING (- GROUTED CELL. GROUTED CELL. ANCHOR TO HAVE MIN. FLUSH W/ WALL SCHEDULE w SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP " 7 EMBEDMENT BELOWFOUNDATION BELOW o WHEN MONO DEPTH _ All, WHEN MONO DEPTH - LOWEST STEP OF MIN 5" CONC. SLAB PER w MASONRY WALL :�I I. EXCEEDS 26". IF w M ,"I I EXCEEDS 26". IF �`-, CONC. SLAB PER CURB FOUNDATION PLAN - QC SEE PLAN DEPTH IS LESS THAN a DEPTH IS LESS THAN FOUNDATION PLAN - It 26", THESE BARS ARE a (1) #5 CONT. W/ 1-1/2" W M "' CONCRETE SLAB PER CONCRETE SLAB PER > 26 , THESE BARS ARE w ~ .I I COVER TYP. " ¢ ~ FOUNDATION PLAN '.Ig NOT REQUIRED FOUNDATION PLAN 3 rn a dJ > NOT REQUIRED z ¢ > � 2x P.T. BASE PLATE VARIES w CONCRETE SLAB PER a s g g z #3 STIRRUPS Q FOUNDATION PLAN O "" °' : - ' SEE PLAN --- ° a. q ° — 48 O.C. WHEN a e.' 4' .q. '.re . _ °.. ° W .d MONO DEPTH I d° a "° I ° oo #3 STIRRUPS '� a `° I oo ° --I d•.Q 4 °. ° ° .. ° a ° TI 11111111► EXCEEDS 26", IF : -I I - I ° II GRADE @ = I _ I ° lr GRADE z ° °' — I c° p q a ° q ' e ° ° ° .'• 4 I I —o `®`�0 �,� 00 ° I - 48 O.C. WHEN �° — g a __ 4 ' _ w e`` 's`LO e -I I —) I 0 0� pe•®®p•® w �j' W DEPTH IS LESS I I- I I— ' ., I ° : ..11 —_� z � � MONO DEPTH I--- I . I yIl i � o0 o I = _ — � 1-'.—I- I °° - ' : ° _ �I ' � � io � I— ._._.I O �® moo•• •,� o� a oo .,.. THAN 26" ° _ - I I -I I I I T I -I — .4 _ III=I I= —I I = d ° — _— �Q` . •p ,-- .- EXCEEDS 26 IF i — e - �, _ _ �8rr _ 6n- — — - V ` '��' r THESE BARS ` = I I =) I -'�I ° I —I I _' M DEPTH IS LESS oo I= I I=I I I I_ a I I I — _ I - _ —I C7 �' z :z go,- 6 •� "J -I _ - I- - II I I -I I - _ —_ —_ --- I I 1=I i I IA —III- -I (� I I I I I I I ° W '� n, Q�" ARE NOT REQ'D �I I I I - .. I I- I I I( - o z - THAN 26" — - THESE BARS (1) #5 BAR CONT. I i l) �- (2) #5 BARS CONT. I,I = I _ - _) I I I ARE NOT REQ'D I I CLEAN COMPACTED W/ 3 COVER TYP. 8" 16" 4" m 2•go �. O W/ 3" COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ p �®®® 11 s ®,®®•®.poeser ��®�� a 8 1'-4"' FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'-4" DENSITY FILL @ 95% STANDARD 3" COVER TYP. 6 8 8 10 ®® d° ®`® DENSITY DENSITY (2) #5 BARS CONT. W/ ®®''®,Or►1111P�```®`� ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED w MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO FILL @ 95% STANDARD FILL @ 95% STANDARD WHERE 2ND STORY OCCURS FTG I - WHERE 2ND STORY OCCURS, FTG ' DENSITY DENSITY w GRADE AND 1-1/2" CLEAR To GRADE AND 1-1/2" CLEAR TO SHALL BE 1"-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 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS (0 WEATHER WEATHER z0 W F01 TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING fiFO BEARING SLAB STEP DOWN o Q 0 3/4"=1'-0" 3/4"=1'-O" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" a LU - f-- 0 J J Z Fy- 7 W J Z" a 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 SEE PLAN FOR CLEAN COMPACTED 11LSHOWER SIZE 01FILL @ 95% STANDARD DENSITY CONC. SLAB PER I o 8"x12" THICKENED a ° O '4 "' U CONC. SLAB PER FOUNDATION PLAN I z FOUNDATION PLAN .- � � ¢ I ° r OPTIONAL CURB BY SLAB W/ (1) #5 CONT. BUILDER W/ 3" COVER TYP. � �- O a •q ' ' e °' .I .la • ....e #5 CONT. O W ILL�QI I REINFORCEMENT SEE z Lr I8" c CONC. SLAB PER X4 a z ..: ..f win � .....,° w ° Z ? .. •.. w — ° ..'•. II ;.. °. - r L ADE N - e FOUNDATION PLAN a ...Q GR > o '. I° ::•.WON'�rtlrr now ....m w n 4� I FOUNDATION PLA O e'' I a , y - ,meq °,,• ..#.. " —'"�° •a '•; e„ _ _ ,.° °' ri' ° '°� I'4 °.r. •�, °. • cn ° � ° .A.: dm FOR QUANTITY j U o I I I c • Q �,� low . 0 . — _ _ _ _ Vq d a� ° �o —I J—III— tt ". , •.'' I I— I I I I.°" ° A — (I � � _ _ ..°_ .....I� �. 90 -DEGREE #5 HOOK ..,J GRADE q I -III —III—I I I� — =_ __—_ d .n , III III- q q o ° l..l BARS AT CORNER, OR _ -- -= I Orr _ I I �� I I I -I i I I I -I I I- (I I-1 I 4 a Ie BEND CONTINUOUS #5 D I I ( I - z - I T I - =1 I' I _ I d rrr ..r..,. � � � .. ° ° ° 4 . e , a . � III -I � � d , VERIFY PLAN DETAILS ° 4, ° I— I I=III 11- �, I—_ °.(- I- - i= 8 I I ^III- w p e . 4 ° I FOR REQUIRED #5 a d BARS AROUND E~j I II=I I ( III=III=11 I 1. I I I— — ..... �,� .�.: I I -CONT. BARS. MAINTAIN ° o a ". a : ° a �Ql . CORNER. LAP REBAR U (2) #5 BARS CONT. W/ "r "" 8rr 4 i= I .� �' ... — (2) #5 BARS @ TOP -III-- T — I I= — � � . � � 8 ON 3 COVER TYP. 8.1 8 8 = I = — — "I I=I I —I I -III -- — — — 3" COVER TYP. ""� ° """' PER DETAIL MDO t- o� �- - WHEN MONO DEPTH I I I i I—I i I ° 4 r,....... Cl) - D -1 I I=1 11- -- -III (I I I=1 11=I —1 111 —_ _ e e d ""'° ° .. LINTEL PLAN Q Z EXCEEDS 26". IFMIN.- 16" MIN. DO A DEPTH IS LESS THAN -III— (— — - Q Z 26", THESE BARS ARE VERIFY PLAN DETAILS III—I I 1=1 I 1=1 I I BEND EACH CONT. #5 w () ~ #3 STIRRUPS 48" FOR REQUIRED #5 O Uj w @ NOT REQUIRED BAR AT STEP DOWN, �,, O.C. WHEN MONO CONT. BARS. MAINTAIN z O UJ U ti W "" (2) #5 BARS CONT. CLEAN COMPACTED ", OR INSTALL #5 HOOK 0 0 v P E DEPTH EXCEEDS 26 , o BARS FOR EACH CONT. J CD Cr o WHERE 2ND STORY OCCURS, FTG 3 COVER TYP. BAR. LAP REBAR PER 0 J IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95 /o STANDARD <( 06 UW) Cj � 8 DENSITY 0 o W z C cc",) DETAIL MD08 ON SHALL BE l'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS LINTEL PLAN w Z Q 0 m u ° u ARE NOT REQ'D Q J U P Q �- h e AFOkFOOTING AT INTERIOR BEARING fi!=O�FOOTING @ SHOWER AT MASONRY AFO'kTHICKENED EDGE 4FO TYPICAL STEP FOOTING DETAIL AF1)�TYPICAL CORNER BAR DETAIL (TOP VIEW) � w z W 0 W W 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" w IJ' z ¢ 0 0 _ ozzwz E v Ozl-WR0 8" C.M.U. FINISH PER o V Q of w 0 8 CMU - � z � 0 .. ELEV. FINISH PER ELEV. 0 W Z o FINISH FLOOR CONC. SLAB PER 0 _ O U_ FOUNDATION PLAN ¢ 2 FINISH FLOOR.. z PENETRATING PIPE.. .. ", N •.' .:. • MAX. 4 PENETRATING Q M #5 LOOP TIE (TYP.) a PIPE. MAX 4" 0 1 "�...... ° e 4 a GRADE WOOD POST PER PLAN a Z U FILLED CELL PER PLAN M y ' + REFER TO — - FOR SIZE AND BASE �-" FOUNDATION PLAN — CONNECTION _z NOTE: AT FRENCH a FOR CONT. - - a Q �• : TOP COURSE TO BE ¢Lj DOOR LOCATIONS. M _ _ _ _ 4 � g FOUNDATION PVC SLEEVE MAX - = I CHAIR BLOCKS. O W o CONTRACTOR TO INFORMATION 6 DIAMETER ENTIRE BASE TO BE o ,UJI � j VERIFY WITH DOOR GARAGE N M z '.ed. - FOOTING PER PLAN FILLED SOLID z W �I MANUF. FOR +~° •. SLOPE - FOOTING PER PLAN 1= ° ° SEE ELEVATION O W REQUIRED RECESS - -I- - =I i '-I I CLEAN COMPACTED CMU BASE W/ (1) #5 w = W (/� THRESHOLD PER MFR'S. PVC SLEEVE LO ? -III o VERTICAL @ EA. = W g FILL @ 95 /o STANDARD H 1F- W Z SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN 0 (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z LL. � Z ¢ Q Q THRESHOLD PER TIE INTO .fie :1, a � _ g EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN R EPDXY G z z MANUFACTURERS FOUNDATION PLAN GARAGE WALL 1 .4 I cO H Z Q FRONT ENTRY DOOR &GARAGE CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION a () SPECIFICATIONS BEYOND (2) #5 x 4-0 BARS • '' ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I I ¢ W CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE I w 0 n � cn ! PENETRATION FOOTING PER MF08 ON 4 4 q _j �/ O Z CONC. SLAB PER w DRIVEWAY BY a a k. ' ° -� e W W ° 4 4 THIS SHEET BEYOND ° ' z Cl* FOUNDATION PLAN w „ - BUILDER- CONCRETE — ` ' ® d _ _ d a a CONC. SLAB OR q qq.I w (� CL r a ° 4a 4 4 1° w Cl) OR PAVERS -I ( — �` III=I l I — 4 PAVERS PER PLAN PITCH Cl) °.. °oe — a,. a -q 4 e. a 14 1. a — GRAD (A STRUCTURAL ENG BED T. I_I I _III --- _ _ • SLOPE -1 I = I w DRAFTING: -- -- - - I •' • � ' ° .. ° � d' ° I � I I I—� ° a, °w d �4 —I I- I I _I � a = PER DOOR MANUFACTURER - — CLEAN COMPACTED — — I z • ° • ' a ( e z F— STRUCT: HG SLOPE EXT. SURFACE I_I -- - —I I= I I� - I I =I— - I—III— '4 :. I I=III- SEE FOUNDATION FOR - °'. ° d —I c� __--- ___-- _ — — °� d _ REFER TO PAD SIZE -) I • ° . L.' 4. I I� QC CHECK: CC OR GRADE 1/8" PER -I —I I I = —III- FILL @ 95% STANDARD III—III—III—I I� - FOOT AWAY FROM --I i I _I I —III III - DENSITY — _ _ _ _ _ III— -FOUNDATION PLAN CLEAN COMPACTED I :�' $ ` L �:; '" I—I © ---- ----_..__ BUILDING ,r 8" x 8" THICKENED PIPE PARALLEL TO FND rl =I I — —I I =i -FOR CONT. o - ... Y �. �,,� W 4 ° III cA JOB No. PSQ 0204616 4 8 - SEE FDN. FILL @ 95% STANDARD ' ' _ _........ .._._ 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. PLAN FOR FOUNDATION - - a SCALE AS INDICATED AS REQUIRED W/ 3" COVER, TYP. I I SIZE & REINF. 1- DENSITY I I __ - INFORMATION w DATE: 03/02/18 fiF11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Cn S3 COPYRIGHT MCD 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 TO CONTRACTOR: 0 O ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D 0 FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z ADJACENT MONO AND/OR STEM WALL V FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE ° W �.' ° a LU z IL z ANOTHER STEP I .. e. °� ., d ¢ C) I' DENSITY CONC. SLAB PER I o 8"x12" THICKENED a ° O '4 "' U CONC. SLAB PER FOUNDATION PLAN I z FOUNDATION PLAN .- � � ¢ I ° r OPTIONAL CURB BY SLAB W/ (1) #5 CONT. BUILDER W/ 3" COVER TYP. � �- O a •q ' ' e °' .I .la • ....e #5 CONT. O W ILL�QI I REINFORCEMENT SEE z Lr I8" c CONC. SLAB PER X4 a z ..: ..f win � .....,° w ° Z ? .. •.. w — ° ..'•. II ;.. °. - r L ADE N - e FOUNDATION PLAN a ...Q GR > o '. I° ::•.WON'�rtlrr now ....m w n 4� I FOUNDATION PLA O e'' I a , y - ,meq °,,• ..#.. " —'"�° •a '•; e„ _ _ ,.° °' ri' ° '°� I'4 °.r. •�, °. • cn ° � ° .A.: dm FOR QUANTITY j U o I I I c • Q �,� low . 0 . — _ _ _ _ Vq d a� ° �o —I J—III— tt ". , •.'' I I— I I I I.°" ° A — (I � � _ _ ..°_ .....I� �. 90 -DEGREE #5 HOOK ..,J GRADE q I -III —III—I I I� — =_ __—_ d .n , III III- q q o ° l..l BARS AT CORNER, OR _ -- -= I Orr _ I I �� I I I -I i I I I -I I I- (I I-1 I 4 a Ie BEND CONTINUOUS #5 D I I ( I - z - I T I - =1 I' I _ I d rrr ..r..,. � � � .. ° ° ° 4 . e , a . � III -I � � d , VERIFY PLAN DETAILS ° 4, ° I— I I=III 11- �, I—_ °.(- I- - i= 8 I I ^III- w p e . 4 ° I FOR REQUIRED #5 a d BARS AROUND E~j I II=I I ( III=III=11 I 1. I I I— — ..... �,� .�.: I I -CONT. BARS. MAINTAIN ° o a ". a : ° a �Ql . CORNER. LAP REBAR U (2) #5 BARS CONT. W/ "r "" 8rr 4 i= I .� �' ... — (2) #5 BARS @ TOP -III-- T — I I= — � � . � � 8 ON 3 COVER TYP. 8.1 8 8 = I = — — "I I=I I —I I -III -- — — — 3" COVER TYP. ""� ° """' PER DETAIL MDO t- o� �- - WHEN MONO DEPTH I I I i I—I i I ° 4 r,....... Cl) - D -1 I I=1 11- -- -III (I I I=1 11=I —1 111 —_ _ e e d ""'° ° .. LINTEL PLAN Q Z EXCEEDS 26". IFMIN.- 16" MIN. DO A DEPTH IS LESS THAN -III— (— — - Q Z 26", THESE BARS ARE VERIFY PLAN DETAILS III—I I 1=1 I 1=1 I I BEND EACH CONT. #5 w () ~ #3 STIRRUPS 48" FOR REQUIRED #5 O Uj w @ NOT REQUIRED BAR AT STEP DOWN, �,, O.C. WHEN MONO CONT. BARS. MAINTAIN z O UJ U ti W "" (2) #5 BARS CONT. CLEAN COMPACTED ", OR INSTALL #5 HOOK 0 0 v P E DEPTH EXCEEDS 26 , o BARS FOR EACH CONT. J CD Cr o WHERE 2ND STORY OCCURS, FTG 3 COVER TYP. BAR. LAP REBAR PER 0 J IF DEPTH IS LESS W/ 3 COVER TYP. FILL @ 95 /o STANDARD <( 06 UW) Cj � 8 DENSITY 0 o W z C cc",) DETAIL MD08 ON SHALL BE l'-8" WIDE W/(3) #5 BARS THAN 26" THESE BARS LINTEL PLAN w Z Q 0 m u ° u ARE NOT REQ'D Q J U P Q �- h e AFOkFOOTING AT INTERIOR BEARING fi!=O�FOOTING @ SHOWER AT MASONRY AFO'kTHICKENED EDGE 4FO TYPICAL STEP FOOTING DETAIL AF1)�TYPICAL CORNER BAR DETAIL (TOP VIEW) � w z W 0 W W 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" w IJ' z ¢ 0 0 _ ozzwz E v Ozl-WR0 8" C.M.U. FINISH PER o V Q of w 0 8 CMU - � z � 0 .. ELEV. FINISH PER ELEV. 0 W Z o FINISH FLOOR CONC. SLAB PER 0 _ O U_ FOUNDATION PLAN ¢ 2 FINISH FLOOR.. z PENETRATING PIPE.. .. ", N •.' .:. • MAX. 4 PENETRATING Q M #5 LOOP TIE (TYP.) a PIPE. MAX 4" 0 1 "�...... ° e 4 a GRADE WOOD POST PER PLAN a Z U FILLED CELL PER PLAN M y ' + REFER TO — - FOR SIZE AND BASE �-" FOUNDATION PLAN — CONNECTION _z NOTE: AT FRENCH a FOR CONT. - - a Q �• : TOP COURSE TO BE ¢Lj DOOR LOCATIONS. M _ _ _ _ 4 � g FOUNDATION PVC SLEEVE MAX - = I CHAIR BLOCKS. O W o CONTRACTOR TO INFORMATION 6 DIAMETER ENTIRE BASE TO BE o ,UJI � j VERIFY WITH DOOR GARAGE N M z '.ed. - FOOTING PER PLAN FILLED SOLID z W �I MANUF. FOR +~° •. SLOPE - FOOTING PER PLAN 1= ° ° SEE ELEVATION O W REQUIRED RECESS - -I- - =I i '-I I CLEAN COMPACTED CMU BASE W/ (1) #5 w = W (/� THRESHOLD PER MFR'S. PVC SLEEVE LO ? -III o VERTICAL @ EA. = W g FILL @ 95 /o STANDARD H 1F- W Z SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN 0 (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z LL. � Z ¢ Q Q THRESHOLD PER TIE INTO .fie :1, a � _ g EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER BY TIE IN R EPDXY G z z MANUFACTURERS FOUNDATION PLAN GARAGE WALL 1 .4 I cO H Z Q FRONT ENTRY DOOR &GARAGE CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION a () SPECIFICATIONS BEYOND (2) #5 x 4-0 BARS • '' ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I I ¢ W CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE I w 0 n � cn ! PENETRATION FOOTING PER MF08 ON 4 4 q _j �/ O Z CONC. SLAB PER w DRIVEWAY BY a a k. ' ° -� e W W ° 4 4 THIS SHEET BEYOND ° ' z Cl* FOUNDATION PLAN w „ - BUILDER- CONCRETE — ` ' ® d _ _ d a a CONC. SLAB OR q qq.I w (� CL r a ° 4a 4 4 1° w Cl) OR PAVERS -I ( — �` III=I l I — 4 PAVERS PER PLAN PITCH Cl) °.. °oe — a,. a -q 4 e. a 14 1. a — GRAD (A STRUCTURAL ENG BED T. I_I I _III --- _ _ • SLOPE -1 I = I w DRAFTING: -- -- - - I •' • � ' ° .. ° � d' ° I � I I I—� ° a, °w d �4 —I I- I I _I � a = PER DOOR MANUFACTURER - — CLEAN COMPACTED — — I z • ° • ' a ( e z F— STRUCT: HG SLOPE EXT. SURFACE I_I -- - —I I= I I� - I I =I— - I—III— '4 :. I I=III- SEE FOUNDATION FOR - °'. ° d —I c� __--- ___-- _ — — °� d _ REFER TO PAD SIZE -) I • ° . L.' 4. I I� QC CHECK: CC OR GRADE 1/8" PER -I —I I I = —III- FILL @ 95% STANDARD III—III—III—I I� - FOOT AWAY FROM --I i I _I I —III III - DENSITY — _ _ _ _ _ III— -FOUNDATION PLAN CLEAN COMPACTED I :�' $ ` L �:; '" I—I © ---- ----_..__ BUILDING ,r 8" x 8" THICKENED PIPE PARALLEL TO FND rl =I I — —I I =i -FOR CONT. o - ... Y �. �,,� W 4 ° III cA JOB No. PSQ 0204616 4 8 - SEE FDN. FILL @ 95% STANDARD ' ' _ _........ .._._ 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. PLAN FOR FOUNDATION - - a SCALE AS INDICATED AS REQUIRED W/ 3" COVER, TYP. I I SIZE & REINF. 1- DENSITY I I __ - INFORMATION w DATE: 03/02/18 fiF11 EXTERIOR DOOR POURED SILL F13 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" Cn S3 COPYRIGHT MCD 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. I I k 1 t_ 11 1111 I1111_i 11 1!I II 1.L_ ! _.. _. _.. I THE GROUT IS LEVEL CORNER AS REQ'D GRADE 40 WITH TOP OF 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 ' TYPI HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) �--' OTHER BARS INTO REBAR IS ____--- 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 CONC. W/ (1) #5 DIA. REBAR 8"x8"x16"CMU U,N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE I•MD08 FOR LAP INFO. e .a.. ° . CORNER AS REQ'D GRADE 40 INDICATED IN v e LENGTH ' BEND 0 �a LAP SPLICE . NON LINTEL, #5 TO BE A ' TYPI AL SHEAR WA L SEGMENT HOOK PER licit �--' #3 r 41/4 HOOKED INTO 15 n 'a IS REQUIRED ON MD08 24 LINTELPER PLAN °• ' 5 5/8 EITHER SIDE OF SIDE VERTICALS' 3 55/8 121/21 LO OPENING U.N.O. 31/8 7 1113/4 TRANSOM OPENING 33/4 da 151/2 40 �6 d: v 33/4 81/16 d • a a' a" e+r- �° 4 d 48 0- LU 43/8 9 13/16 16 1/2 35 A° 913/16 21 3/4 FRAME INFILL AROUND co ° a. 4 ° e' M WINDOW BY BUILDER ° A e a v ° TURNED SIDEWAYS. ATTACH (2) 2x8 1425/1425 3343/3280 °• ' I O z O d d v e ° ° e c d ° e • .. i-. Q W W ❑W 0 z 3'-0" 1230/1230 2769/2769 q @ EA. END, USING (14) 1/4" .y ... LL- DIA. x 2 3/4" TAPCONS & (6) 10d NAILS - 3'-4" ''' •` �a�lQel�e. ' L] N- " ZBOTTOM F =FILLED WITH GROUT ROWS OF 10d NAILS STAGGERED @ 6" �. 2121/1716 3127/2839 zCf) LU REQUIREMENTS O.C. AND MIN. 2" FROM ENDS. dl STEEL IN LINTEL IF f. " co Lu DOOR OR WINDOW OPENING ° e INDICATE - SHOULD HOOK INTO ' 2595/2595 MAX 4'-0" R =RECESSED &FILLED WITH GROUT � REFER TO DESIGN v VERTICAL CELLS PER MD08 a PLANS FOR REQUIRED lot P 41 ep 6-4" 526/434 IN -FILL FRAMING 1329/2267 a O .� �e's �-- 4 _... ...._ ROUGH OPENING PER PLAN _..... 7'-4" 480/322 1 1334/1334 1 1964/1552 BOTTOM OF LINTEL CAVITY 0 • e e 8'-4" 4151235 1152/1152 1694/1552 a Q 8F8-0B/1T 8F16-1 B/1 T Q IA °. 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 CONC. W/ (1) #5 DIA. REBAR 8"x8"x16"CMU U,N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE I•MD08 FOR LAP INFO. e .a.. ° . o I. GRADE 40 GRADE 60 v e LENGTH ' BEND 0 �a LAP SPLICE . NON -SHEAR WALLAT OPENING A ' TYPI AL SHEAR WA L SEGMENT "Bit licit e #3 r 41/4 e q; 15 n 'a IS REQUIRED ON 91/4 24 LINTELPER PLAN °• ' 5 5/8 EITHER SIDE OF 20 3 55/8 121/21 32 OPENING U.N.O. 31/8 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 CONC. W/ (1) #5 DIA. REBAR 8"x8"x16"CMU U,N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE I•MD08 FOR LAP INFO. e .a.. ° . I o I. GRADE 40 GRADE 60 v e LENGTH ' BEND 0 SEE DOWEL LAYOUT LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 NON -SHEAR WALLAT OPENING PLAN FOR FILLED CELL ' TYPI AL SHEAR WA L SEGMENT "Bit licit e 44 #3 r 41/4 e q; 15 .. d IS REQUIRED ON I TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" o I. GRADE 40 GRADE 60 v BEND 0 LENGTH ' BEND 0 SEE DOWEL LAYOUT LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "All "Bit PLAN FOR FILLED CELL "D" "All "Bit licit e 44 #3 17/8 41/4 ;.; 15 21/4 IS REQUIRED ON 91/4 24 LINTELPER PLAN °• ' 21/2 5 5/8 EITHER SIDE OF 20 3 55/8 121/21 32 OPENING U.N.O. 31/8 7 1113/4 TRANSOM OPENING 33/4 7 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" LINTEL W/TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 SEE DOWEL LAYOUT LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "All "Bit PLAN FOR FILLED CELL "D" "All "Bit licit "Dl, #3 17/8 41/4 ;.; 15 21/4 IS REQUIRED ON 91/4 24 LINTELPER PLAN °• ' 21/2 5 5/8 EITHER SIDE OF 20 3 55/8 121/21 32 OPENING U.N.O. 31/8 7 1113/4 TRANSOM OPENING 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 ' FRAME INFILL AROUND co (2) 2x8 SYP #2 P.T. WOOD HEADER WINDOW BY BUILDER p' TURNED SIDEWAYS. ATTACH (2) 2x8 1425/1425 3343/3280 SEE WF01/SD3 FOR LINTEL DESIGNATION SCHEDULE z O SYP #2 P.T. HEADER TO MASONRY I MORE INFO 1 WALL W/ SIMPSON HU28-2 OR HUC28.2 �HANGER 3'-0" 1230/1230 2769/2769 4085/4085 @ EA. END, USING (14) 1/4" .y DIA. x 2 3/4" TAPCONS & (6) 10d NAILS - 3'-4" ''' •` INTO HEADER. NAIL EACH PLY AND ' L] EACH ADDITIONAL HEADER PLY W/ (2) " LINTEL F =FILLED WITH GROUT ROWS OF 10d NAILS STAGGERED @ 6" �. 2121/1716 3127/2839 '. REQUIREMENTS O.C. AND MIN. 2" FROM ENDS. LL a f. w DOOR OR WINDOW OPENING 5'-4" 664/572 ' 2595/2595 MAX 4'-0" R =RECESSED &FILLED WITH GROUT � REFER TO DESIGN PLANS FOR REQUIRED lot 6-4" 526/434 IN -FILL FRAMING 1329/2267 a O 8R6-0B/1T3: DIMENSIONS LINTEL W/TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWINGAPPROVED APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "All "Bit licit "D" "All "Bit licit "Dl, #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 32 #5 31/8 7 1113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 21 3/4 56 11 LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK REBAR SPLICE DETAIL 3/4"=1'-0" #3=2%2 #4=22" #5=2 2" #6 = 3" #7=32" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 12'4" 3'-0" le 1 d 3'-0" (DMIN. T-0" PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWINGAPPROVED APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 752/699 GENERAL CONCRETE LINTEL SCHEDULE LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL J a z p W n 0 N . ( ) T E ER 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. ED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 7 SUPPLIER SPECS. MCD IIS. LINTELS SHOULD BE RNOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS �- z O I- W z w®�®11111 OU 0`®1 STANDARD LINTEL NOTES STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/15F24-013 8F32-1B/8F32-0B 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. 3. 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 LIN EL D EP THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN 32" FOR THE LOAD 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 1.0000 2'4" 1343 2693/2561 6113/3820 8974/5961 10000/8107 T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 T-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 3'-0" (DMIN. T-0" 416 752/699 1843/1625 3486/2602 6390/3302 . ( ) T E ER 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. ED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 7 SUPPLIER SPECS. MCD IIS. LINTELS SHOULD BE RNOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS �- z O I- W z w®�®11111 OU 0`®1 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 101 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 uoer!®� C �,.°®® LO LLi p: 00 •%6 �Z, r''�, Q o 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 121-011 1075/1045 2883/1848 209 12'-8" 369/261 1002/984 169418/297 7 / 13661 2630/1738 1314" 0 328/0 1234/0 1779/0 2662/0 MATERIALS m o ' 0 "' 6-; '' U) z : °D • 2 0) o v` 28' ®> z o.�c` z D ��®®'fig; ®®®.,®�,®,.o•00. ®®e'' +K Pp`�`�`°� _j ®'orsansro��`®�� 14'-0" 0 292/0 1160/0 166010 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0:z 1. f PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 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 1676/0 18'-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 w Iz- RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB RELAXATION, 7/32 WIRE PER ASTM A510. O 2'-4" 1694/1694 3725/3280 5499/5421 co 2'-8" 1425/1425 3343/3280 4933/4933 LINTEL DESIGNATION SCHEDULE z O W 3'-0" 1230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 O L] LINTEL F =FILLED WITH GROUT 4'-4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED LL a 5'-4" 664/572 1761/1761 2595/2595 R =RECESSED &FILLED WITH GROUT � 6-4" 526/434 1539/1539 1329/2267 a O 8R6-0B/1T3: QUANTITY OF #5 REBAR @ �-- ___ _... ...._ _..._. _..... 7'-4" 480/322 1 1334/1334 1 1964/1552 BOTTOM OF LINTEL CAVITY 0 8'-4" 4151235 1152/1152 1694/1552 a Q 8F8-0B/1T 8F16-1 B/1 T Q �-QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 8R14-1B/1T Q° 8F16-1B/1T 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. w DESIGNATION NOMINAL WIDTH Z 0TYPE 8R14-OB/1T CL o 0 C A' WALL ALL LEGE'VD F 8F16-0B/1T 1-1/2" CLEAR < O 8F20-1B/1T ¢ .:, C 0 = 9'-4" T.O.M. =INTERIOR/EXTERIOR � #5 REBAR AT TOP MIN. (1) REQ'D w (n BEARING WALL (OR LINTEL 8F20-OB/1T U _jW ¢ C.M.U. a IF REFERENCED ON SHEET z ° 002 GROUT U 0 8R22-1B/1T --- --- - - S4). VERIFY HEIGHT W/ O 8F24-1B/1T ARCHITECTURAL PLANS ' z ° #5 REBAR AT BOTTOM OF LINTEL - U- O W U.N.O. ifl CAVITY O 8R22-OB/1T ,�-----,� BOTTOM REINFORCING PROVIDED 0 7-5/8" ACTUAL IN LINTEL (VARIES) 05 0 8F24-0B/1T 8" NOMINAL WIDTH > O U FILLED M Q O6 8R30-1B/1T w D O 8F32-1B/1T 1-1/2" CLEAR 0 e. U door' O 8R30-0B/1TE-u #5 REBAR AT TOP MIN. (1) REQ'D Z Z O 8F32 -0B/1TV ¢ Q C.M.U. o ` Jim Z 0 8F38 -1B/1T z o U_10 U n. Ln 0 Uj �. U r. WO 0 8F12 -1 B/OT - U T H E moi`- `---�`' BOTTOM REINFORCING PROVIDED ¢ 0 o�j -' �j a a a, c? O 8F40 -1B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) p 1 r 1 1.1 1 0 W Z �j Ma Ow 8F28 -1B/1T 8" NOMINAL WIDTH W ~ Z Q Z0 J J COO UNFILLED I- X Z -~-I o ~Q ❑ >:0 $ � U) N owvs Ox 8F40 -0B/1T N WW U) U) E2 O < Iii o J W r O Z W Y O E N 1-1/2" CLEAR ❑W:�a Q o -', W I"- O LO Z U ❑ #5 REBAR AT TOP MIN. (1) REQ'D O W o O �' CV ❑ qe;; TOP KNOCK OUT/ LINTEL BLOCK W ❑ Z W W _ . F O � w 4 ; _." COURSE z — ❑ �.... �� m <B #5 REBAR AT BOTTOM MIN, (1) Q M :t �r p 0 Q r- REQ D [L Z ' °' - �� --,� 16 GA. POWERS STEEL BOXED � IW O o Z 7-5/8" ACTUAL LINTEL z O }•- J 8" NOMINAL WIDTH Q T.O.M. POWERS STEEL ° n W W > o z _ 0 W W = n SAFE LOAD TABLE NOTES ui o W W Z 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211, SAFE LOADS FOR ALL z < G. Q RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. CY Z Q 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED V _ _ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 -) aim Z 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ❑ Q O M ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z a a 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. F 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY W ❑ CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF c0 STRUCTURAL ENG: BED DRAFTING: SUPPORT, W 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. -STRUCT: HG 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U QC CHECK: CC U) JOB No. PSQ 0204616 SCALE: AS INDICATED LEL INT PLAN o DATE: 03,02,18 W 1/8"= 1 1-011 cntAA 2 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. LILEll I !I L IL II_IL L LL's I L_ L I WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET S41. VERIFY HEIGHT W/ ARCHITECTURAL PLANS Q U.N.O. z z W 0 W tY r.. O N Z 0 M S1 W 0 CD FIA Q ``®���•®®®o••••o®°o��%�®''ei t_L 00 CO • 2 O Co ° to lL Q° : V+ "» J ti ■ = & : p P '5 F1 o r vW �° -=(n Z k t (� 1 S 1 O s',,"5®/ 1111 i i Ip%i� Q F1 D U_ � W 1 @ 32" O.C. 1 1 t - F7 FT2 O U) o LU Fn F5 F$ Q *NOTE: COLUMN REQUIRED BEARING WALL REQUIRED FOR STAIR FOR BEARING OF FT3 A LANDING LEDGER ONLY. SEE ST01/ST1 FOR a F5 FT3 MORE INFORMATION _ — --- — O F51U. \] ¢ ■ B u~ F5 S1 FT6 B w D F2 ------------ a Z 0 0 �z ® 0 O. O F2 v N -j z a Q cc U_ U F2 BW2 v aEi zo 11814 A = a FO Q C) F2 Q cc _Lo M 55 0 *NOTE: 1/3RD POINT WALL Q O� ® O � j BLOCKING REQUIRED* BW1 z W ra O ■ > V ° r=3 I LD0 - w 2 o --------------■ _ D 1 F3 DO S1 SD1 ~ D U ^/ z V Od a9 F2A . Z —�,Cml' IW � F4 F1 C1 O Qr Z =1 LLM S1 D C2 O - J (D� W D FO O LL` W U r W F4 F1 H L O 06 J0,j(T_ Cil D O v� C�wZOM._. FTI I— W zU0 LL M co CO -� F- "�'"� J O 0 N B1 F- W LL LL U) [W 0 W' B2 2x6 SYP #2 LEDGER, BOTTOM @ v J z W H Oz°oWYO 11'-4" ATTACH TO WALL STUDS Q ~ V Q � a 1 USING (3) 16d COMMON NAILS @ 16'" E � j F4-- p LO B3 O.C. MAX & 4" FROM EACH END. O W Z � c ATTACH EACH TRUSS TO LEDGER U = O `- 1 USING SIMPSON H2.5A Q U) z —� J5 CJ LU a M ........�.� CL Z0 CJ z H <°c Q J J1 CJ1 O W W ; HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE STUD LUMBER CONNECTION &FASTENERS UPLIFT O (2)2X4 SPF #2 BUILT UP STUD COLUMN VALUES VALUES TAG HEADER FASTENERS TAG CAP. BLOCKING TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) PACING SPECIES TOP BOTTOM (plf) H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d NO MID -SPAN O (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 HETA16 w/(9) 10dx1X'1NAILS I OR FRAME TO CMU 1810 1810 16d NAILS BW1 16 SPF TOENAILS TOENAILS UPLIFT HETA20 w/(9) Od 2 NAILS ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 H2x8 (2)2x$ #2 SYP w/3" FLITCH PLATE SP4 W/(6) SP4 W/(6) 570 plf MID -SPAN 2] (1)ply TRUSS (10)1Od x 11" NAILS FRAME TO CMU (1)ply 2035 (1)ply 2035 16d NAILS BW2 16" SPF 1� 11" (2)ply 2500 (2)ply 2500 10d x 12 NAILS 10d x 12 NAILS 1"' ATTACH KING STUD TO HEADER w/(10) D (2)2X6 SPF #2 BUILT UP STUD COLUMN (2)ply TRUSS (12) 16d x 12 NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE SP4 W/(6) SP4 W/(6) O 16d NAILS ", 570 If 1 ❑ H10A w/(18)1 Od x 12' NAILS OR H10A 1015 H1OA 1340 BW3 16 SPF 10d x 12' NAILS 1Od x 13" NAILS p 3rd. PT. 3 (2)ply TRUSS H1OA-2 w/(18) 1 O x 1 3" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 124! H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O (3)2X6 SPF #2 BUILT UP STUD COLUMN 16d NAILS BW4 SPF (3) 12d (3) 12d NO HTS20 w/(24)1 Od x 12" NAILS 12 TOENAILS TOENAILS UPLIFT MID -SPAN FRAME TO FRAME 1245 1450 ATTACH KING STUD TO HEADER w/(6)<F> F (2)2X8 SPF #2 BUILT UP STUD COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) H3:5x5.5 (2)1.75„ x5.5 LVL 16d NAILS SP4 W/(6) SP4 W/(6) (2)HTS20 w/(24)1 Od x 12' NAILS 760 pif MID -SPAN (AT EXT LOCATIONS INCLUDE (3}12d TOENAILS) FRAME TO FRAME 2490 2900 12" SPF 10d x 12' NAILS 1 Od x 12' NAILS BW5 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O(3)2X8 SPF #2 BUILT UP STUD COLUMN Efl 16d NAILS SP4 W/(6) SP4 W/(6) fl H2.5A w/(10)8d FRAME TO FRAME 535 600 BW6 12" SPF 1 Od x 11" NAILS 10d x 11" NAILS 760 plf 3rd. PT. /� H3.5x9.25 (2)1.75"x9.25 LVL ATTACH KING STUD TO HEADER w/(10) 2 2 <8 H> (3)2X4 SYP #2 BUILT UP STUD COLUMN 16d NAILS (3) 12d (3) 12d NO '\/ (AT EXT LOCATIONS INCLUDE MTS12 w/(14)10d x 12' NAILS (3)12d TOENAILS) FRAME TO FRAME 860 1000 3 1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) BW7 16 SYP.. TOENAILS TOENAILS UPLIFT MID -SPAN J (2)2X6 SYP #2 BUILT UP STUD COLUMN H5.5x11.25 O O MGT w/(22)1 Od �" EPDXY ANCHOR w/SIMP. SET -XP EPDXY 16d NAILS ❑8 SP4 W/(6} SP4 W/(6) 8 FRAME TO CMU .3330 3965 3 2x12 #2 SYP w/ 1" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP �„ 664 plf MID -SPAN K (2)2X8 SYP #2 BUILT UP STUD COLUMN MIN, 12" EMBEDMENT H3x12 O 2 1Od x 13 NAILS 10d x 1z NAILS O PLATE BETWEEN PLIES 16d NAILS HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 SP4 W/(6) SP4 W/(6) 664 pif 3rd. PT. L 4x4 SYP #2 POST HEADER SUPPORT SCHEDULE Bw9 16" SYP 10d x 12' NAILS 1Od x 12' NAILS a„ HGT-2 w/(16)1 Od NAILS w/ (2) 4 EPDXY ANCHOR w/SIMP. 10 FRAME TO CMU 10980 8910 OPENING SIZE SEE PLAN FOR WALL WIDTH (2) 12d (2) 12d NOSET EPDXY MIN. 12" EMBEDMENT JACKS @ EA. END KINGS @ EA. END BW1A 12" TOENAILS TOENAILS UPLIFT SYP MID -SPAN O 6x6 SYP #2 POST V-0" TO V-11"' 1 1 11 HTSM16 w/(8)1 Od NAILS & (4) 4"x 24' TAPCONS FRAME TO CMU 1010 1175 „ 2 $W11 12" SYP 885 plf SP4 W/(6) SP4 W1(6) MID -SPAN O 8x8 SYP #2 POST 4-0 TO 7-11 2 1 O x 13 NAILS 10d x 12 NAILS 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 8'-0" TO 9'-11" 2 3 12 SYP 885 pif SP4 W/(6) SP4 W/(6) O 3-1/2"x3-1/2" LVL COLUMN. BW12 ��3rd. PT 10d x 12„ NAILS 1 Od x 12„ NAILS 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 10'-0" TO 12'-0" 3 1 4 < Q> 3-1/2 x5-1/4 LVL COLUMN. SP4 W/(6) SP4 W/(6) 280 plf v STANDARD HEADER NOTES Bw13 16' SPF 1Od x 13" NAILS 10d x 12' NAILS MID -SPAN 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf @ 32"o.c. @ 32"o.c. O 3-1/2"x7" LVL COLUMN. 1. VERIFY w/PLAN 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 w/OUT BW14 12" SPF i„ 1„ 380 pif MID -SPAN 10d x 12 NAILS 10d x 12 APPROVAL FROM E.O.R. NAILS 3-1/2"'x9-1/2" LVL COLUMN. @ 241f O.C. @ 24"o.c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES<T> 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 w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. O5 -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 18 LTT20B w/(10) 1 Od NAILS & 5" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. EPDXY MIN. 7" EMBEDMENT CMU 4. NAIL KING STUDS TO HEADER w/(3) 1 Od TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE X 7"x7" LVL COLUMN. PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. O HTT4 w/(1$) 16d x 22' NAILS w/$" 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 "BIM' CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. O 3 1/2" X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS WF08/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)10d x 12' NAILS 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 20 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) ANCHOR W/ WASHER@ 6„ FROM EA. END OF BASE PLATE & WALL OPENINGS & 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ZO 5 1/4" X 9 1/2" LVL COLUMN 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. 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"x2-1/4" TITENS FRAME TO CMU 2420 2800 ANCHORS. ROOF 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. STANDARD COLUMN NOTES ROOF NOTES. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY 1 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) 10d 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 PBL. 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 A5 OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP 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/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 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 11. 7"EMBEDMENT CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N,O. ON PLAN. 12d TOENAILS. 7" EMBEDMENT BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24" o.c. OR 32"o.c. VERIFY w/ TRUSS 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) $' EPDXY ANCHORS w/ 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 H10A-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 STANDARD NAIL I L SCH EDU IL E 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. /`1 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 535lbs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTESSTANDARD 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 8d .131" x 21" 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 2 ABOVE THE GARAGE. 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 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" O C IN FIELD SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR IF UPLIFT IS HIGHER THEN 2100lbs, 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 OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. 12d DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 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 @ 3" O.C. 16d 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. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8d RING SHANK CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12, IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILS: ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND SED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS 148" x 34' 162" x 33" 113" x 28" NAILING NOTES BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 7510 MIN POINT LOAD SHOULD BE NAILS U 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 AS LONG AS IT MEETS OR EXCEEDS THE 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 THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER BE IN ACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ----STOP---^- PANEL EDGES AT HIP LOCATIONS, BLOCKING TO BE 2X4 ATTACHED AT EACH END AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3)10d TOENAILS. FLOOR FRAMING NOTES BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS O Q TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & I=- (10) 10d NAILS B3.5x16 (2) 1.75"x16"LVL TO MASONRY: SIMP. HU410 OR HUG410 w/(10)1Od w sed �. TO POST: SIMP. HTS20 OR MSTA18 NAILS & (18)4"x24" TAPCONS ii Z F TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 -' NOTES & B2x8 WITH 1/2" FLITCH"' l' w/(6)10d NAILS & (14)4 x24 O Q 0 ON MASONRY: (2) SIMP. MSTAM24 PLATE TAPCONS z man ON MASONRY: (1) SIMP. MSTAM24 0 o O CMZ LU O o CL ''� TO POST: SIMP. HTS20 OR LSTA18 z 0 GL LL TO BEAM: SIMP. HUC410 w/(18)16d & r (2)2x10 #2 SYP (10) 1 Od NAILS N B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od zz 0 Q vi U PLATE NAILS & (18)4"x22' TAPCONS ON MASONRY: (1) SIMP. MSTAM24 w ON MASONRY: (2) SIMP. MSTAM24 W s w lla�t�,�'s' TO POST: SIMP. HTS20 OR LSTA18 w U) 5.25x16 TO BEAM: SIMP. HUC410 w/(18)16d & 0 ®®®®®®��9�*I 1`w ®°•®°®.°°° �/Vj �i CD •'•• ®®,. 4. W (2)2x12 #2 SYP (10) 1 O NAILS U °�` Q •• 00 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od z U_ O?j z PLATE NAILS & (18)4"x24" TAPCONS p �w Z _U) Q ❑ ON MASONRY: (2) SIMP. MSTAM24 Im ®ib ®°••®....•••`C�®��Q '®ss®eLS TO POST: SIMP. HTS20 OR LSTA18 TO BEA SI P. HUC410 w/(18)16d & p 0®�'e p 0) 1 11-�®/1 '�1P 13.5x11. (2)1 75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od W LL 25 NAILS & (18)4"x22" TAPCONS _ ON MASONRY: (2) SIMP. MSTAM24 p O W U) 0 C� TO POST: (2) SIMP. HTS20 OR LSTA18 p TO POST: SIMP. HTS20 OR LSTA18 0 U ON MASONRY: (2) SIMP. MSTAM24 TO BEAM: SIMP. HUC410 w/(18)16d & > Q (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) p Q' ° w ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C.Lj EACH SIDE (10) 1 O NAILS �""" ❑ U 13.5x11. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od °- 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 o � Z m z r� 875NAILS o & (18)j"42" TAPCONS Uj 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF MIN FROM AND BOTTOM OF BEAM O W WW != 12d NAILS @ 6" O.C. (TYP. ONE SIDE) 2" TOP 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) < V O 00 W 06 ON MASONRY: (2) SIMP. MSTAM24 t - J J V ZI-Z>�ao CD 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. = O Q TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & I=- (10) 10d NAILS B3.5x16 (2) 1.75"x16"LVL TO MASONRY: SIMP. HU410 OR HUG410 w/(10)1Od w sed GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. o W Z z OM W o L) � � z -- � Q M Z O F - z F d o Ca , W c -� WWF z 0 W W u W 2 LLI CO) WzW z CL M©� _ �. c� NAILS & (18)4"x24" TAPCONS ii Z F HG QC CHECK W NOTES & U) Q 121 O Q 0 ON MASONRY: (2) SIMP. MSTAM24 M O 03/02/18 man cnR o O CMZ O o CL ''� z 0 GL LL e - TO POST: (2) SIMP. HTS20 OR LSTA18 Q vi U ON MASONRY: (2) SIMP. MSTAM24 W 5.25x16 (3) 1.75"x16" LVL W W I- W * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. Q ❑ EACH SIDE LL O W 0 C� TO POST: (2) SIMP. HTS20 OR LSTA18 p U ON MASONRY: (2) SIMP. MSTAM24 63.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) p Q' ° w ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C.Lj EACH SIDE �""" PA 6 U STANDARD BEAM NOTES j U)z LLJ E � U ��;,aws`�`xes °� »' p 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 o � Z m z r� o O W 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF MIN FROM AND BOTTOM OF BEAM O W WW != 12d NAILS @ 6" O.C. (TYP. ONE SIDE) 2" TOP 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) < V O 00 W 06 O � a, E Ci! 0(n��, 8 U) Z - N W 0 CO J J V ZI-Z>�ao CD 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. = I" �1 v 0 m u- i 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT I= WW 8 U) � 0 d . r WRITTEN _j Ez Q OR: 2 W o APPROVAL FROM THE E.O.R. W F- p= Z W Z E OQQ�<d z F- O < 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS o I- Q O GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. o W Z z OM W o L) � � z -- � Q M Z O F - z F d o Ca , W c -� WWF z 0 W W u W 2 LLI CO) WzW z CL M©� _ �. c� z a U-STRUCT. F HG QC CHECK W NOTES & U) Q 121 O Q 0 SCALE: AS INDICATED DATE: 03/02/18 man cnR o O CMZ ''� z 0 GL LL e - v W 0 �7 [STRUCTURALENG: BED 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. W W DRAFTING: U-STRUCT. HG QC CHECK CC NOTES & JOB No. P5Q-0204616 CONNECTOR LEGEND Q 0 SCALE: AS INDICATED DATE: 03/02/18 W cnR R 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. ll ILh 'L, 11 HL III P 1111111 1_I_ WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET S4) VERIFY HEIGHT W/ F 4 ATTACH COLUMN TO CMU WALL BELOW PER DETAIL WF02/SD6 H2X6 H2X6 WU) a W Qo U 0 (n z O O ARCHITECTURAL PLANS Q 16 O.C. MAX 16 O.C. MAX U.N.O. z z W m ®rLj1*LaNjjj W 0 Z0M U LU 0 L0 EXTERIOR FRAME WALL w LLF SCHEDULE (PARK SQUARE) N CIAIr1AMM'a0W/STRAPS 16" O.C. MAX 16" O.C. MAX z ®®``®* N �i CL a 00 U' z ®®®®®� ••®o••••••®®•/l�®®®tea _O ~ o WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 9-4 H2X6 H2X6 _ 16�� O.C. MAX J 000,I Z 0 Z 0 Co ®�w L0u- dP F 4 ATTACH COLUMN TO CMU WALL BELOW PER DETAIL WF02/SD6 H2X6 H2X6 WU) a W Qo U 0 (n z O O 0-u 2x4 SPF #1/#2 16 O.C. MAX 16 O.C. MAX (Q W m ®rLj1*LaNjjj W Z0M U LU eer"u1ui '�'i L0 A � a LLF 9'-0" CIAIr1AMM'a0W/STRAPS 16" O.C. MAX 16" O.C. MAX O ®®``®* N �i CL a 00 U' z ®®®®®� ••®o••••••®®•/l�®®®tea Q U) 9-4 2x4 SPF #1/#2 16 O.C. MAX 16�� O.C. MAX J 000,I Z 0 Z 0 Co ®�w L0u- dP � 1 lAs �w wUtiw 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX 0:z z Iw-zC-" O • Z G Ur M7 v Z¢O LU EXTERIOR FRAME WALL NOTES LL S. 1A.-_5 `o `' o d®�~®'®®®p •®P�o4 �®�` U- w=LLI� SO 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED -j ®'®o/1'n't11eee® zQ°��Z 0 SD5 TO BE WITHIN THE WALL. END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. U- A 4 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 2. 0 co twi, ("a Za W & NAILING PATTERN. 0 U)Q -') o O 0Z LU a Iq. , 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE O 0 W F-- U) STRUCTURAL ENG: NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN W DRAFTING: N -STRUCT: ILI 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a �] CC F- u) JOB No. PSQ-0204616 `t F SCALE: AS INDICATED ROOF REVIEW OF EXTERIOR STUDS W ING PLAN W z DATE: 03/02/18 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE s MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS O 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. Q N 2 R LI �... j, LM . Ogg I FA 'MM MEN W LU ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B C- Z ro F 4 ATTACH COLUMN TO CMU WALL BELOW PER DETAIL WF02/SD6 H2X6 H2X6 WU) a W Qo U 0 (n z O O 0-u 2x4 SPF #1/#2 16 O.C. MAX 16 O.C. MAX (Q W o W Z0M U LU eer"u1ui '�'i L0 A � a LLF 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O ®®``®* N �i CL a 00 U' z ®®®®®� ••®o••••••®®•/l�®®®tea Q U) 9-4 2x4 SPF #1/#2 16 O.C. MAX 16�� O.C. MAX J (D Z 0 Z 0 Co ®�w L0u- dP O z WWLLJ �w wUtiw 10'-0" 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX 0:z z Iw-zC-" O • Z G Ur M7 v Z¢O LU EXTERIOR FRAME WALL NOTES LL S. 1A.-_5 `o `' o d®�~®'®®®p •®P�o4 �®�` U- w=LLI� SO 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED -j ®'®o/1'n't11eee® zQ°��Z 0 SD5 TO BE WITHIN THE WALL. END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. U- A 4 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS 2. 0 co Za W & NAILING PATTERN. 0 U)Q -') o O 0Z LU a Iq. , 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE O 0 W F-- U) STRUCTURAL ENG: NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN W DRAFTING: N -STRUCT: HG 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a �] CC F- u) JOB No. PSQ-0204616 `t F SCALE: AS INDICATED ROOF REVIEW OF EXTERIOR STUDS W ING PLAN W z DATE: 03/02/18 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE s MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS O 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. Q N 2 � W LU ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B C- Z F 4 ATTACH COLUMN TO CMU WALL BELOW PER DETAIL WF02/SD6 H2X6 H2X6 WU) a W Qo U 0 (n z O O >U- W W OzwYO ~ O V<¢�<a W o W Z0M U CL A � a LLF z M U CL U L.J.. U) z o J (D 0 Z z M O z WWLLJ �w wUtiw O o J �U�-� E z Iw-zC-" O Z G Ur M7 v Z¢O LU LL w=LLI� -j O zQ°��Z 0 w I—l--= OzwYO ~ O V<¢�<a W o W Z0M U LL o zLLJ -- U) O M CL Z �p 0 z J 0 WWLLJ o J z g'> W O W w=LLI� wuU z aa(L Za W 0 U)Q -') o O 0Z LU a Iq. , a. a V- W U) STRUCTURAL ENG: BED W DRAFTING: N -STRUCT: HG QC CHECK: CC F- u) JOB No. PSQ-0204616 `t F SCALE: AS INDICATED ROOF FRAM ING PLAN W z DATE: 03/02/18 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND W III co 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. La Q , ��rl- •.�IA�� III- �� '1T '.V OSI a, W d dy Ir LLJ r � 4 a a LL ~ z j, ENTIRE COLUMN TO a ",JBE GROUT FILLED w U.N.O. �4 r a •� a • �• '��. i PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT 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 REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 1/2"=11-011 ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. 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 _ . _ ______. -_.... -..._u. _. ........._.. _.._._,.._ 2x6x12 P.T. SYP #2 CENTER BUCK 1/2" J -BOLT W/ 5 1/2" EMBED. -- -� • 2x P.T. SYP #2 NAILER 1 1/2" OF OPENING I W/ (1) 1/4"x2-3/4" MIN. -- 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS -- - ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT _. MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. 1 WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR __._ . L.....' BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" -- BELOW TOP OF BUCK, SPACE REMAINING ANCHORS LL @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY _..._00 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR < <_..�.._. > MFR.'S WRITTEN SPECIFICATIONS u.: _.._...W j.-_:.__ Q 45 DEG. BEVEL CUT -; O - Q 2x6 P.T. SYP #2 BUCK m ¢ Q - END, 1 1/2" ABOVE 0 GARAGE F.F., EA. SIDE TK SECTION OF OPENING fil)0 GARAGE BUCK DETAIL (MAX. 170C) BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=11-001 PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 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 "' TITEN HD ANCHORS W/ 01N. 1 a 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 PRE-ENGINEERED EXTERIOR SHEATHING TAPCONS SPACING ROWS CONNECTION 3/16" x 2 1/4" 12" O.C. 1 IF REQ'D, PROVIDE 3/16" x 2 1/4" " 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF V2x4 3/16" x 2 1/4" 12" O.C. 2 SINGLE TOP AND BASE U.N.O. (TYP). 3/16" x 3 1/4" 12" O.C. 1 SIMPSON LSTA24 EACH 3/16" x 3 1/4" "3116" STUD PER NAILING SCHEDULE FROM x 3 1/41 12" O.C. 2 1/2"= 1 1-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED I (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP 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" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED - ROOFTRUSS - SEE FRAMING PLAN FOR SPACING /Awl PRE-ENGINEERED EXTERIOR SHEATHING SEE PLAN FOR --- / TRUSSES PER PLAN @ NAIL PER PLAN CONNECTION 24" 0. C. MAX. DOUBLE 2x TOP PLATE 2x BRG WALL, SEE TYP. TRUSS TO FRAME IF REQ'D, PROVIDE PLAN FOR STUD SIZE & LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF SPACING. MIN (2) 2x CONNECTION NOTES UNDER GIRDER TRUSS SINGLE TOP AND BASE U.N.O. (TYP). 2x BLOCKING PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED SIMPSON LSTA24 EACH Iy TO TRUSS. STUDS @ STUD PER NAILING SCHEDULE FROM 2x BRG WALL, SEE II PRE -ENG. ROOF PLAN FOR STUD SIZE & TOP OF KNEEWALL TO BOTTOM TRUSS PER PLAN SPACING. MIN (2) 2x I SHEATHING INSTALLED UNDER GIRDER TRUSS OR SP2 CLIPS AT TOP AND SP1 SEE PLAN FOR U.N.O. CONNECTION �aFlSECTION @ DOUBLE BEARING (2) 2x PLATE LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM, ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL 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. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP @ BEARING FRAME WALL 3/4"=1'-0" STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE Q LAST STUD OF z KNEE WALL JOINING I (2) 2x TOP PLATE o UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. I IF OPENING PROVIDED ' (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ 2x4 SPF #2 KNEE WALL N (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. Z O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM w OR TITEN HD @ 32" TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. END A ATTACHED PER w ®`®�11IIIolss®�, uj 2x PT BOTTOM NAILING SCHEDULE O ®®®®® ,K �%3 ®4'; a 0000 PLATE *'° OTHERWISE SP2 CLIPS ®®v�®� • ®®®••••••®®�Nj���®®e J r` PRECAST LINTEL OR EACH STUD TO BEAM Z c�Q`,• ® b•:Z�J % < 0 q.. ABOVE AND SP1 CLIPS p co : V✓ 0 ® p U) ae� KNOCK OUT COURSE ' � : 0 EACH STUD TO = 0 .z cc• 's ='-- zi MASONRY WALL BOTTOM PLATE ¢ v O6 p 2 a AFO'kKNEEWALL AT MASONRY WALL o ®®®s��b'• .•••••'•o ®`` o F - CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM rn SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN _O W STRAP IS NOT REQUIRED. Lo PT. POST (AS NOTED) CL EXT. AS NOTED W -- - w LAP BEAM PLYS AND p NAIL AS SHOWN (5) - -� 0.131 x 3 1/4" NAILS Q PER PLY HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS _j z NOTED PLAN VIEW a0 TOP OF POST o O PT POST (AS NOTED) U ABU POST BASE ❑ 0.. (AS NOTED) Q 0 5/8" THREADED ROD w/ M (,) o. NUT SET IN ADHESIVE w LLJ a 0 a \ • . i i . © a a SEE FOUNDATION PLAN FOR ADDITIONAL W a z INFO O SIDE VIEW @ BASE OF POST o v CDO CORNER COLUMN FRAMING a 3/4"=1'-0" g ° ❑ z 0 PRE-ENG.TRUSS PER cx J� UU PLAN, 24" O.C. MAX o Z - m ROOFING MATERIAL < Z PER ARCHS (D ti SEE FRAMING PLAN 0 W(0 U FOR CONNECTION O Q cc) � �- E INFO ¢ otS�UU�� 8 SEE ELEVATION U U) Z - c-4 c TOP OF MASONRY w Z ¢ O _j , ;. m � N SEE ARCH PLANS FOR NN OVERHANG INFO W W U) Q O g W o w F- Z OzF=-wY_0 wgz RE. ELEV. z ~ W U Q W n - FOR O.H. LL.I /` r Z � O M TYP. SINGLE TIE -BEAM O �,,,J W/ (1) #5 CONT. Q = p GROUT SOLID Z C!y �. W W p - M a Z WINDOW PER 0 ~ FLOOR PLAN z IH Qa O WWW ca PRECAST CONC. ORz 0 W W �� POWERS STEEL SILL TYP. @ ALL WINDOWS w _ LLI (1) � W V W EXT FINISH PER PLAN z Z I L I- Or Z a �. W �U)a MAIN FLOORO .7 ELEV 0'-0" w Q �jZ ......�.. CONC. SLAB - � VERT REINF. BEYOND 0 (L 0- v- ? SEE FOUNDATION PLAN FOR MORE INFOj �— w ❑ I U) STRUCTURAL ENG: BED PMASO LAN NRY WALL PER DRAFTING: USTRUCT: HG SEE FOUNDATION ❑ DETAILS FOR FTG INFO QC CHECK. CC U) JOB No. PSQ-0204616 Q SCALE: AS INDICATED F - w DATE: 03/02/18 S01 TYPICAL ONE STORY CMU WALL SECTION W 3/4"=1'-0" W U) F - .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRE-ENGINEERED OPENING SIZE AND TRUSSES PER PLAN @ CLIPS AT BASE ARE REQ'D. 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME IF REQ'D, PROVIDE CONNECTION PER STD LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF CLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE PLATE w/ (2) 16d NAILS EXT. SHEATHING ATTACHED Iy TO TRUSS. STUDS @ PER NAILING SCHEDULE FROM II 24" O.C. & EXT. TOP OF KNEEWALL TO BOTTOM I SHEATHING INSTALLED OR SP2 CLIPS AT TOP AND SP1 I I PER NAILING PATTERN STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE Q LAST STUD OF z KNEE WALL JOINING I (2) 2x TOP PLATE o UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. I IF OPENING PROVIDED ' (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ 2x4 SPF #2 KNEE WALL N (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. Z O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM w OR TITEN HD @ 32" TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. END A ATTACHED PER w ®`®�11IIIolss®�, uj 2x PT BOTTOM NAILING SCHEDULE O ®®®®® ,K �%3 ®4'; a 0000 PLATE *'° OTHERWISE SP2 CLIPS ®®v�®� • ®®®••••••®®�Nj���®®e J r` PRECAST LINTEL OR EACH STUD TO BEAM Z c�Q`,• ® b•:Z�J % < 0 q.. ABOVE AND SP1 CLIPS p co : V✓ 0 ® p U) ae� KNOCK OUT COURSE ' � : 0 EACH STUD TO = 0 .z cc• 's ='-- zi MASONRY WALL BOTTOM PLATE ¢ v O6 p 2 a AFO'kKNEEWALL AT MASONRY WALL o ®®®s��b'• .•••••'•o ®`` o F - CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM rn SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN _O W STRAP IS NOT REQUIRED. Lo PT. POST (AS NOTED) CL EXT. AS NOTED W -- - w LAP BEAM PLYS AND p NAIL AS SHOWN (5) - -� 0.131 x 3 1/4" NAILS Q PER PLY HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS _j z NOTED PLAN VIEW a0 TOP OF POST o O PT POST (AS NOTED) U ABU POST BASE ❑ 0.. (AS NOTED) Q 0 5/8" THREADED ROD w/ M (,) o. NUT SET IN ADHESIVE w LLJ a 0 a \ • . i i . © a a SEE FOUNDATION PLAN FOR ADDITIONAL W a z INFO O SIDE VIEW @ BASE OF POST o v CDO CORNER COLUMN FRAMING a 3/4"=1'-0" g ° ❑ z 0 PRE-ENG.TRUSS PER cx J� UU PLAN, 24" O.C. MAX o Z - m ROOFING MATERIAL < Z PER ARCHS (D ti SEE FRAMING PLAN 0 W(0 U FOR CONNECTION O Q cc) � �- E INFO ¢ otS�UU�� 8 SEE ELEVATION U U) Z - c-4 c TOP OF MASONRY w Z ¢ O _j , ;. m � N SEE ARCH PLANS FOR NN OVERHANG INFO W W U) Q O g W o w F- Z OzF=-wY_0 wgz RE. ELEV. z ~ W U Q W n - FOR O.H. LL.I /` r Z � O M TYP. SINGLE TIE -BEAM O �,,,J W/ (1) #5 CONT. Q = p GROUT SOLID Z C!y �. W W p - M a Z WINDOW PER 0 ~ FLOOR PLAN z IH Qa O WWW ca PRECAST CONC. ORz 0 W W �� POWERS STEEL SILL TYP. @ ALL WINDOWS w _ LLI (1) � W V W EXT FINISH PER PLAN z Z I L I- Or Z a �. W �U)a MAIN FLOORO .7 ELEV 0'-0" w Q �jZ ......�.. CONC. SLAB - � VERT REINF. BEYOND 0 (L 0- v- ? SEE FOUNDATION PLAN FOR MORE INFOj �— w ❑ I U) STRUCTURAL ENG: BED PMASO LAN NRY WALL PER DRAFTING: USTRUCT: HG SEE FOUNDATION ❑ DETAILS FOR FTG INFO QC CHECK. CC U) JOB No. PSQ-0204616 Q SCALE: AS INDICATED F - w DATE: 03/02/18 S01 TYPICAL ONE STORY CMU WALL SECTION W 3/4"=1'-0" W U) F - .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. 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. 2x BLOCKING CRICKET AS REQUIRED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR - EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16" STRUCTURE BY OTHERS IN THIS CASE. O/C MAIN SPAN ROOF P.T. BUCKS PER 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE TRUSS SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. 1/2" x 8" A.B. OR TITEN HD @ 32" MAX. 2 PLIES OVER INITIAL P.T. BUCK. O.C. & 6" FROM EA. END, ° 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE a OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS UPLIFT CONNECTOR (FASTENING) ARE MET. (SEE SCHEDULE) 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT ti GROUTED CMU. COURSE W/ (1) #5 MASONRY WALL PER 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN IA 2x BUCK DETAIL fiF* KNEEWALL ABOVE MASONRY WALL 1/2"=11-011 1 f1=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 CONSUL STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE Q LAST STUD OF z KNEE WALL JOINING I (2) 2x TOP PLATE o UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. I IF OPENING PROVIDED ' (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ 2x4 SPF #2 KNEE WALL N (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. Z O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT I SHEATHING FROM w OR TITEN HD @ 32" TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. END A ATTACHED PER w ®`®�11IIIolss®�, uj 2x PT BOTTOM NAILING SCHEDULE O ®®®®® ,K �%3 ®4'; a 0000 PLATE *'° OTHERWISE SP2 CLIPS ®®v�®� • ®®®••••••®®�Nj���®®e J r` PRECAST LINTEL OR EACH STUD TO BEAM Z c�Q`,• ® b•:Z�J % < 0 q.. ABOVE AND SP1 CLIPS p co : V✓ 0 ® p U) ae� KNOCK OUT COURSE ' � : 0 EACH STUD TO = 0 .z cc• 's ='-- zi MASONRY WALL BOTTOM PLATE ¢ v O6 p 2 a AFO'kKNEEWALL AT MASONRY WALL o ®®®s��b'• .•••••'•o ®`` o F - CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O BEAM INTO LONG SPAN AS INDICATED ON BEAM rn SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN _O W STRAP IS NOT REQUIRED. Lo PT. POST (AS NOTED) CL EXT. AS NOTED W -- - w LAP BEAM PLYS AND p NAIL AS SHOWN (5) - -� 0.131 x 3 1/4" NAILS Q PER PLY HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS _j z NOTED PLAN VIEW a0 TOP OF POST o O PT POST (AS NOTED) U ABU POST BASE ❑ 0.. (AS NOTED) Q 0 5/8" THREADED ROD w/ M (,) o. NUT SET IN ADHESIVE w LLJ a 0 a \ • . i i . © a a SEE FOUNDATION PLAN FOR ADDITIONAL W a z INFO O SIDE VIEW @ BASE OF POST o v CDO CORNER COLUMN FRAMING a 3/4"=1'-0" g ° ❑ z 0 PRE-ENG.TRUSS PER cx J� UU PLAN, 24" O.C. MAX o Z - m ROOFING MATERIAL < Z PER ARCHS (D ti SEE FRAMING PLAN 0 W(0 U FOR CONNECTION O Q cc) � �- E INFO ¢ otS�UU�� 8 SEE ELEVATION U U) Z - c-4 c TOP OF MASONRY w Z ¢ O _j , ;. m � N SEE ARCH PLANS FOR NN OVERHANG INFO W W U) Q O g W o w F- Z OzF=-wY_0 wgz RE. ELEV. z ~ W U Q W n - FOR O.H. LL.I /` r Z � O M TYP. SINGLE TIE -BEAM O �,,,J W/ (1) #5 CONT. Q = p GROUT SOLID Z C!y �. W W p - M a Z WINDOW PER 0 ~ FLOOR PLAN z IH Qa O WWW ca PRECAST CONC. ORz 0 W W �� POWERS STEEL SILL TYP. @ ALL WINDOWS w _ LLI (1) � W V W EXT FINISH PER PLAN z Z I L I- Or Z a �. W �U)a MAIN FLOORO .7 ELEV 0'-0" w Q �jZ ......�.. CONC. SLAB - � VERT REINF. BEYOND 0 (L 0- v- ? SEE FOUNDATION PLAN FOR MORE INFOj �— w ❑ I U) STRUCTURAL ENG: BED PMASO LAN NRY WALL PER DRAFTING: USTRUCT: HG SEE FOUNDATION ❑ DETAILS FOR FTG INFO QC CHECK. CC U) JOB No. PSQ-0204616 Q SCALE: AS INDICATED F - w DATE: 03/02/18 S01 TYPICAL ONE STORY CMU WALL SECTION W 3/4"=1'-0" W U) F - .TING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A-------� DIAGONAL TO BEAM BEAM CONNECTION SIMPSON DIAGONA PLATE P 1 VIII, 1111 111 IIL—h-L-111 II 111 11 lL J i I SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D 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 FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" BRACE TO PLATE TRUSS BOT. CHORD UP TO 4'-8" BEARING WALL PER CLEARANCE BETWEEN 1/2" J -BOLTS w/ O.C. ATTACH W/ (6) t O,C. MAX. STUD NAILS (MAX. " INSIDE FACE OF CMU WASHERS (MIN. 6" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ BETWEEN 12" LONG 16" O.C. MAX. @ AND CENTERLINE OF J A EACH END AND 32" 24" O.C. FOR FALSE BM TRUSS BLOCKING.) w -BOLT O.C. MAX. O ATTACHMENT w/ (3) 10d = — HOLD TOP OF z TOENAILS EA. END CABINETS OR HEAV WALL DOWN 1-11' 2x8 P.T. PLATE, CANT. Ym c, 2x TOP PLATE TO � I� 2x BLOCKING x 12" FOR CLG. NAILING v GABLE END W/ 16d ATTACHMENT, @ 41 H SURFACE m NAILS @ 6" O.C. PROVIDE 16d NAILS O FRAMING FOR FALSEIlk GABLE END TRUSS TO BEAM, IF REQ'D w/ (3) L_ PLATE @12" O.C. MAX. a` HGA10 @ 32'" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. LIU CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE &TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' - 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. NAILING SCHEDULE @ WALLS CARRYING _ LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH W1 (6) 8d NAILS (MAX. -1 VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS _ BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.G. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (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 TRUSSES AT 24" 0.( — TYP. NON -LOAD UP TO 4'-8" BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) t O,C. MAX. STUD NAILS (MAX. " SPACING TO BEVERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACI SHELVING. TO 24" O.G. FOR WALLS CARRYING — HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-11' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLLF ATTACHMENT, @ 41 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.G. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (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" < H 6 T-0" (1) 2x4 BRACE 7'-0" < H 6 91-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX \ 2'-0" O.H. 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) A23 FROM SEE CHART. STRONGBACK TO 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. GABLE END BRACING 3/4"=1'-0" TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24" O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO 16" O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. ATTACHMENT. ATTACH O.C. ATTACH TO WALL TO WALL SINGLE TOP SINGLE TOP PLATE W/ HOLD TOP OF PLATE W /MIN. (4) 8d MIN. (4) 8d NAILS. NON -LOAD BEARING NAILS. WALL DOWN 1-j„ BELOW BOTTOM OF SINGLE 2x TOP PLATE TRUSS BOTTOM SINGLE 2x TOP PLATE CHORD. F2 NON-BEARING WALL (PARALLEL TRUSS) 1/2"=11-011 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 CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART z STRONGBACK IF REQ'D PER CHART A GABLE END SHEATHING fl 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.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN 602 LEDGER @ LOW ROOF duplication, or transfer of these documents without the expressed, w STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION 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 ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6 FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRIG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE ...".., W . „_ , I _-1 . —.. V-- SP4 @ BASE OF EA. PER HEADER SCHED. THEN STUD U.N.O. SEE ATTACH ADDIT'L KINGS AS BEARING WALL REQ'D. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFO. fi FO TYPICAL HEADER DETAIL ritten consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 54 1A Z O H 0 `®`rrrttuoiaa/� Q`®®®•®•®00000m®o••�/.r��r� W CSO O Co 4f/,� — ' � a ao0 Co ��� ce► cz Z � r cc:Z=Q O U) Z ��1 z 4( ,F Cit. o �tt�trr®4, yQ. 0U LI � J W LU H O U O LIU O � a w - O J Q _ I -- LU a Z 0 0 o Q~., MUj U P W EL 0 U OW c z W O W O of o- U ° t x^°Q A a '" `�'� Li o Z U) U � J • z o Q °� Q z c`ia Z L. O W (1)w z 0 C� v w W rr- oq�,� �E 06-,0cn $ v J O w Zh-Z> ¢0 w�° x"11% LL..11JJ N J 0 1- ©>- o 0 W W 0< CD0x Z¢p�ZEw 6 LU Z 0= Z w Z E Ozz UjR0 Q W °- O W � cx o LL V Z o �O z M LU U) Z 0 z h 0 o co > W o J 0 W W > M..1 W W u LU Z W Co I=— W (3 W z W Z 0. U) 0 _ F- C3Z 4C , _ 0 O LU �Wo 0 � C Z CIO) 0 LLJ w 0 U STRUCTURAL ENG: BED _ ..---.-._ .-_._ DRAFTING: _ LU W D -STRUCT: HG QC CHECK CC (0 JOB No. PSQ-0204616 Q F_ SCALE: AS INDICATED W _ _— DATE: 03/02/18 0 W W SD2►- 2x4 BLOCKS, (2) 412A NAILS @ EA. END.. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.y 16d NAILS. 4THING PER PLAN RE O.H. IS > V-0", P END GABLE w/ -OOKERS @ 24" TO RUN BACK TO 30MMON 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. (LOCKING 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 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� GABLE END Cal FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 2x6 COLLAR TIE HALF WAY `T '---- UP HEIGHT OF VALLEY. ARCH PER ELEV FASTEN w/ (5) 10d COMMON END NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE I BOARD W/ A35 ON ONE SIDE ,gkARCH PER ELEV OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE END (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B 9<<Fy SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. .r:n FIELD FRAMED VALLEY DETAIL I o III � I I I JP I 2X8 RIDGE BOARD .al FASTEN CONV. 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. 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 1 SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" LINTEL (SEE PLAN) ' a 7/16" O.S.B. EA. SIDI .. NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON p )01 2 1/2" z W 1 1/2 w iv Q _ N N N N 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z z 00 00 (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=1'-0" 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL 4FORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS TACH END 3) 16d COMMON JAILS (TYP.) z i z C 0 U 0 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 !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, W 6d NAILS @ 16" O.C. O SIDE & TOP NAILER !x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER .r O 2x STUDS @ 16" O.C. FOR KNEE WALL r. F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT BUILDER NOTE: \ ` O ROOF SHEATHING FOR STRAP SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM O CONT. ROOF SHEATHING NAIL PER PLAN ( F OR VINYL SOFFITS D ` PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 0�" SC OV SC ROOF SHEATHING, \ ��Q� pe TO ROOF SHEATHING, 2k���S'<qA TO FASTEN PER PLAN \ I D TO TOP CHORDS OF TRUSSES BELOW WHEN NG T FASTEN PER PLAN NC T �, O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS TyOF(�SS TyORc(iss `` BELOW AND CONNECT w/ HTS20 @ 32" O.C. D ; Oh, O,y l s 2x4 FRAMING @ 24" i O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 2x4 FRAMING @ 24" O.C. MAX.. ' 2x SCAB w/ 10d ); NAILS O.C. MAX. PROVIDE (4) 10d x 3" H \ dA J F 2x PLATES OVER ROOF DECK PER VALLEY 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT ti FRAMING DETAIL @ NAILS AT JOINT g H A PER -ENG TRUSSES PER PLAN 2x SCAB w/ 10d NAILS i I\ G DOUBLE TOP PLATE K �. i O 4", TRUSS CONNECTION PER -ENG TRUSSES 2x FASCIA ( C H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR 1 t B PER PLAN 2x. FASCIA PER PLAN t RAFTER <.;. (2) 8d TOE NAILS TO CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOE NAILS r \ E C LEDGER TO LEDGER PER PLAN I COMMON TRUSS PER PLAN OR CONY. FRAMING w/ `, J STRUCTURAL SHEATHING PER PLAN AND ROOF] 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d FINISH PER ARCHITECTURAL PLANS O 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. � G � I E O.C. PLAN CURVED ROOF TRUSSES PER PLAN OR CURVED SEE ELEV. FOR SEE ELEV. FOR O RAFTERS w/(2) LAYERS 3/4" CDX SHEATHING I O.H. SIZE O.H. SIZE NAILED @ 6"O.C. STAGGERED G CONDITION n CMU WALL CONDITION @ FRAME WALL F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D vNOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. fil=? TYPICAL SCAB OVERHANG KL�) 3/4"=11-0ti 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. .., Q z w p w ti 0 N z O w p w = t - W W 0 ®®®®1111iY111//®/Oj a- 00 (� ®o® ®+®+®� /®d Q 6 Coote a Q.°�� Cj (70 m � .w O+Z= Q •O® Z CO LLLL W U_ O. © W O d W O J Q _ W J Z o O U I -- z LL Q � M U ci W _.. -- U jU_ O W (/) W z O a w ~z U D J U 6 rra � z o 'C( z a m U Z M O W U)w z LI. 1z W 0, L= � EP - 06 -u)Q QiJ Fzj 2x4 #2 SYP P.T. TRUSS PER PLAN BLOCKING @ 24" O.C. TRUSS PER PLAN W/ (2) 12d END NAILS @ EACH END DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. " DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING @ + INTO BLOCKING, (2) 24" O.C. OVER THE MASONRY WALL ORTOP OF THE BOTTOM LINTEL SEE PLAN �•.a• 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN .`..a , CHORD. ATTACH W/ (2) IN CMU. OR SIMPSON META16 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING (2)10d 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 6FO�'NON-BEARING WALL CLIP DETAIL 3/4"=1'_011 SEE TRUSS PLAN FOR PLATE SEE TRUSS PLAN FOR PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS TOP & BOT., 2x8 TO PLATE LENGTHS MUST 2x12 w/ 10d X 3" NAILS WITHIN 48" OF SPLICE INTO BLOCKING, (4) 8d TOP PLATE TO FRAME WALL OR PRE - WALL TO PRECAST P�` /'®®###' LINTEL w/ (2)ROWS OF NAILS INTO TOP PLATE 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 16" O.C. MAX. (2) 16d TOE NAILS i STAGGERED INTO TRUSS & (3) 12d i TRANSOM BETWEEN TOENAILS INTO OTHER LINTELS 2x4 SYP #2 BLOCKING, BRACE TO LEDGER i 2x6 #2 SYP P.T. CONT. O U_ 0 w/ (2) 1/4" x 3 1/2" W @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d SPACED EVENLY O.C. (FOLLOW DOUBLE TOP PLATE U_ 2x8 w/ (2) 10d NAILS @ END NAILS @ EACH NAILS @ EACH WEB ATTACHMENT BY VERTICAL BUILDER EACH VERTICAL 'S01 HEADER @ POCKET SLIDER W/ TRANSOM END. NAILS TYP. TOP & BOT. SO2 HEADER @ POCKET SLIDER W/ TRANSOM (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS z o W + + WHEN CLOSURE WALL ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP W o EXTERIOR SHEATHING. + WALL SHEATHING PER IS 3FT OR TALLER - 2x g PLATE SPLICE 65 LU ATTACH PER PLAN + PLAN SYP#2 BOTTOM CL FROM TOP OF WALL * NAILS @ 8" O.C. O BLOCKING REQ'D @ W W 00 TO BOTTOM OTHERWISE 2x4 WALL BEYOND --�- 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS N .. AGAINST 2x8 STUDS BAYS W/ (3) 12d 2 z CL CL H 2x8 #2 SPF STUDS AT • ATTACHED PER MAX.; 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2 4 LE©GER 4 " M/,I, (WF08/SD3) W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE EACH STUD PLATE W/ 1/2" x 8 "1 (4)10d NAILS @ EA. I' OVERLAP TOP PLATE ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR •-' -- TITEN HD @ 32" O.C. &6" PLATE LINTEL SEE PLAN FROM EACH END TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU - (2)10d NAILS TO O BOTTOM CHORD O.C. MAX.; o z @EACH END OF O W BLOCKING TO MASONRY w/ 2x6 2x4 SYP #2 FLAT Uj " (2)10d 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 6FO�'NON-BEARING WALL CLIP DETAIL 3/4"=1'_011 SEE TRUSS PLAN FOR NOTE: MORE INFO & SEE TRUSS PLAN FOR CONNECTION A. 2x12 BOX HDR w/ 2x8's CONNECTION TOP & BOT., 2x8 TO PLATE LENGTHS MUST 2x12 w/ 10d X 3" NAILS WITHIN 48" OF SPLICE @ 6" O.C. 2x12 AT TOP PLATE TO FRAME WALL OR PRE - WALL TO PRECAST P�` /'®®###' LINTEL w/ (2)ROWS OF BEAT LEAST 8'-0" 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. 16" O.C. MAX. TRUSS w/ (4) 12d NAILS i STAGGERED INTO TRUSS & (3) 12d i TRANSOM BETWEEN TOENAILS INTO OTHER LINTELS LINTEL PER PLAN i — SLOPE AS REQ'D i i 2x6 #2 SYP P.T. CONT. O U_ 0 w/ (2) 1/4" x 3 1/2" W TAPCONS @ 12" O.C. ` W SPACED EVENLY O.C. (FOLLOW VERTICALLY U_ 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER EACH VERTICAL 'S01 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END, NAILS CONNECTION EACH END PLATE LENGTHS MUST 2x8 #2 SPF VERTICAL WITHIN 48" OF SPLICE @ 24" O.C. w/ EXT. TOP PLATE TO FRAME WALL OR PRE - SHEATHING PER P�` /'®®###' NAILING SCHEDULE & BEAT LEAST 8'-0" (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ INTO TRUSS & (3) 12d EACH VERTICAL TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS -`'fes_ LINTELS LINTEL PER PLAN SLOPE AS REQ'D O U_ 0 2x6 #2 SYP P.T. CONT. W . w/ (2) 1/4" x 3 1/2" ` W TAPCONS @ 12" O.C. O.C. (FOLLOW SPACED EVENLY U_ VERTICALLY CUT TO FIT 2x6 STUD PER PLAN 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER NAILS TYP. TOP & BOT. SO2 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED SEE PLAN FOR MORE III TOP PLATE CORNER TRANSITION o •°® PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME WALL OR PRE - w P�` /'®®###' `x" BEAT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL iH _H 1L — _IL_ ? m SHEATHING TO HAVE LONG, TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAILS O U_ 0 STRENGTH ORIENTATION W INSTALL SIMPSON ` W TOP PLATE. ATTACH O.C. (FOLLOW Q U_ SHEATHING CUT TO FIT PSPN516Z W/ (12) 16d STUD PER PLAN W/ (2) 10d NAILS 3" O.C. NAILING NAILING BEYOND SEE PLAN ' NAILS TYP. TOP & BOT. 2x6 BLOCKING PLACED (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS z o W + + (2) 10d NAILS @ 3" O.C. ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP W o � O + WITHIN 48" OF SPLICE TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT F- PLATE SPLICE 65 LU + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) * NAILS @ 8" O.C. O r; 00 OTHERWISE 2x4 WALL BEYOND --�- Q �''M N .. AGAINST 2x8 STUDS SCREWS @ 16" O.C. 2 z CL CL H • ATTACHED PER MAX.; O O " M/,I, (WF08/SD3) EXTERIOR WALL/TRUSS E I' OVERLAP TOP PLATE W-- Q O •-' -- -- AT CORNER s SDS SCREWS @ 16" TOP SPLICE @ �-- DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO LO NAIL BOTTOM PLATE o ®�®®®w11 111 ®®®®'o � PLATE TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT O *®�®� ®°p11,°®•.��ti ®i® n. a0 ATTACH 2x4 STUDS TO Ob UP COLUMN BELOW W/®` �P®.° • °�� �•• ti C TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS z CO 4 SCOU_ o;•��� zto TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) Q MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 01 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &w 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT _ ° o o a ° o p o D= NAIL SPACING 'S BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - o ° ° ° ° p ° ° ° PER NOTE #2 U_ O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. N IT `LD TI - W z 20 NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M I I I SHEATHING PER PLAN 0- Z I ^ — — — — 7-7— — TT- — I f v p_ ,'j Q NAILS @ 3 O.C. WALL DOUBLE TOP I D/2 I I O 0 WALL SPLICE, FIELD o M � W PLATE PER PLAN II 5 I I II IL���Lj VERIFY IF REQUIRED o- _ LL w U �"' W Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS °z (L a p @ 3 O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING Q a U_ z' ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. C III I I I ( I I WALL SHEATHING of O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS w (!) III III I I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" S= NAIL SPACING 0 III III I I I I I OPENING DETAIL. MAX 1/8° � SPACE BETWEEN W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & S S PER NOTE #1 III III 4 II W ; BOTTOM _ — _ ,� .III 3 II II II II PANELS J� n a o- o W ►II III I II II ��� SINGLE NAIL EDGE SPACING z X�VD .. .. .. .. 1 l l I1 .III :LU °r Q • � OAROUND -L, m o Q SEE PLAN FOR MORE III TOP PLATE CORNER TRANSITION o •°® INFO II IIIIII II II ®2d-0 °•.....°•°°®®b z <®®®®i' 0 _-ff_ � w P�` /'®®###' `x" I II I I � 0 SHEATHING & BLOCKING. can O iH _H 1L — _IL_ ? m SHEATHING TO HAVE O _ _ — CA r. LuUJ R U_ O O U_ 0 STRENGTH ORIENTATION W FLOOR SYSTEM ` W AS EXTERIOR WALL — — — — — — — U_ SHEATHING CUT TO FIT 1 I 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS z O W CO o W EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE � O in F- Q 2x6 SYP #2 LEDGER. w TO STUDS w/ (2) 1/4" X O M 00 4/s SIMPS. SDS a- Z SCREWS @ 16" O.C. 2 CL CL H MAX.; z O EXTERIOR WALL/TRUSS TO GABLE END STUDS I' W-- Q O �,/� >W -- -- SDS SCREWS @ 16" - W J O O.C. MAX.; o z O W J TO MASONRY w/ 2x6 Uj " PT SYP #2 LEDGER w/ Q MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 01 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &w 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT _ ° o o a ° o p o D= NAIL SPACING 'S BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ - o ° ° ° ° p ° ° ° PER NOTE #2 U_ O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. N IT `LD TI - W z 20 NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M I I I SHEATHING PER PLAN 0- Z I ^ — — — — 7-7— — TT- — I f v p_ ,'j Q NAILS @ 3 O.C. WALL DOUBLE TOP I D/2 I I O 0 WALL SPLICE, FIELD o M � W PLATE PER PLAN II 5 I I II IL���Lj VERIFY IF REQUIRED o- _ LL w U �"' W Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS °z (L a p @ 3 O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING Q a U_ z' ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. C III I I I ( I I WALL SHEATHING of O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS w (!) III III I I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" S= NAIL SPACING 0 III III I I I I I OPENING DETAIL. MAX 1/8° � SPACE BETWEEN W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & S S PER NOTE #1 III III 4 II W ; BOTTOM _ — _ ,� .III 3 II II II II PANELS J� n a o- o W ►II III I II II ��� SINGLE NAIL EDGE SPACING z X�VD .. .. .. .. 1 l l I1 .III 2x STUDS BEYOND,OPENING � OAROUND -L, 11F . .,- ,O �.PIECE IIIIIIIIIIII SEE PLAN FOR MORE III W L PL,R.O1LV.,II.DIVE INFO II IIIIII II II - zO SHEATHING BETWEEN _-ff_ � i: Xo EXTERIOR WALL I II I I � 0 SHEATHING & BLOCKING. can O iH _H 1L — _IL_ ? m SHEATHING TO HAVE O _ _ — CA r. LuUJ R SAME THICKNESS & O U_ 0 STRENGTH ORIENTATION W FLOOR SYSTEM ` W AS EXTERIOR WALL — — — — — — — U_ SHEATHING CUT TO FIT 1 I 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS z O W CO FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. 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 'S� HEADER Cad POCKET SLIDER SCALE: 3/4"=1'0" GYPSUM WALLBOARD —� SHEATHING SPLICE DETAIL W zQO-ju CO = L.L --JO0>_08 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 ---\ MORE INFO & CONNECTION • POCKET SGD. ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM, CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL t-- O W ° p holt `j �cA O�t`-'c °� Uj M Z O FSI dui Z©Ozw Q F– can O �••— � Z w O E RO CA r. LuUJ R SCALE: 3/4"=1'0" GYPSUM WALLBOARD —� SHEATHING SPLICE DETAIL W zQO-ju CO = L.L --JO0>_08 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 ---\ MORE INFO & CONNECTION • POCKET SGD. ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM, CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ EACH VERTICAL 1/2"=11-011 1/2"=11-011 % 1/2"=11-011 % 1/2"=11-011 W 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. SD4 t-- W W �cA O�t`-'c °� dui Z©Ozw U ~ E RO I" W OQQW<a z o H- rrV nn Q�LL0 O ,n o W _17 z O W CO d � O z Q 2x6 SYP #2 LEDGER. w TO STUDS w/ (2) 1/4" X O M 00 4/s SIMPS. SDS a- Z SCREWS @ 16" O.C. 2 Q H MAX.; z O EXTERIOR WALL/TRUSS TO GABLE END STUDS I' w/ (2) 1/4" X 3'/2' SIMPS. Q O �,/� >W SDS SCREWS @ 16" W J � O.C. MAX.; o z O W TO MASONRY w/ 2x6 Uj " PT SYP #2 LEDGER w/ = W U) 12 (2) 1/4" x 2 3/4 z W V W 4 (MIN.) TAPCONS AT 12" O.C. z W Z a SIMPSON H3 CLIP Q SHEATHING PER PLAN 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR z i- U _ _ TO STUDS OR BEAM w/ CONV. FRAMED (2) 1/4" X 4%" SIMPS7 MEMBERS ONLY 0 LLj -) � � Q SDS SCREWS @ 16" M Z O.C. MAX.; TO GABLE END STUDS z 0- w/ (2) 1/411 X 3%" SIMPS. 3I -011 MAX 0 �-- SDS SCREWS @ 16" FASCIA PER W O.C. MAX.; COMMUNITY SPECS STRUCTURAL ENG: BED TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR _ W .. DRAFTING: _... _ . SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12"ROOF TRUSSES @ 24" U -STRUCT: HG O.C. O.C. MAX. ______________ QC CHECK: ____-___ -_- _ _ __.------_. CC SIMPSON H3 CLIP DESIGNED FOR U) JOB No. PSQ-0204616 SHINGLE ONLY —j _ -------------- _.. __...... .. __,. _ SD01 TYPICAL SHED ROOF DETAIL Q SCALE: - AS INDICATED ----- - DATE• - - , 03/02/18 W 1/2"=11-011 1/2"=11-011 % 1/2"=11-011 % 1/2"=11-011 W 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. SD4 SHINGLE OR TILE PER PRE-ENGINEERED STRAP W/ (22) 1 O ARCHITECTURAL NAILS. BEND STRAP O.C. ELEVATIONS. TYPICAL TRUSS TO 3", THEN RUN DOWN PRE-ENGINEERED FACE OF JAMB STUDS/ SEE STANDARD ROOF TRUSSES @ 24" CONNECTOR NOTES EPDXY \ O.C. EXTERIOR SHEATHING BUILT-UP COLUMN TYPICAL TRUSS TO INFO. TO BOT. (RIBBON/ FRAME CONNECTION. BEAM) ATTACHED PER SYSTEM - IF NO FLOOR SEE STANDARD SYSTEM INSTALL (2) 2x SILL AT WINDOW CONNECTOR NOTES W/ 2x CRIPPLE STUDS SOLID BLOCKING BEARING UNDER COLUMN STUD PACK W/ 10d SEE PLAN NAILS @ 8" O.C. THEN BAND JOIST & BLKG STUDS @ 16" O.C. OR LVL GIRDER DBL. TOP PLATE SEE ARCHITECTURAL TOENAILS AT EA. END POST BELOW U.N.O. PLAN FOR OVERHANG PROVIDE SOLID HDR. PER PLAN INFO CLIP AT EA. END FOR SYSTEM TO MATCH OPENINGS GREATER COL. DIMENSION MIN 2x4 SPF #2 STUDS WINDOW AS THAN 6' @ 16" O.C. SEE PLAN SCHEDULED INFO. FOR MORE INFO. EXTERIOR FINISH PER TO POST (U.N.O. ON PLAN BEYOND PLAN COLUMNS INT. FINISH PER PLAN MID -SPAN BLOCKING EMBEDMENT INTO TIE 2x BOTTOM PLATE W/ U.N.O. SCHEDULE (2) 12d AT 12" O.C. COLUMN BASE OF SILL (MAX OPEN'G 3/4"' FLOOR SHEATHING INSULATION PER PLAN PLAN ATTACHED PER SEE DETAILS WS10, TRUSSES TO BE P.T. IF NAILING SCHEDULE WS11 OR WS13 FOR FOR FTG. FLOOR TRUSSES SEE ADDITIONAL PROVIDED PLAN FOR DEPTH AND INFORMATION THIS SEE FRAMING PLAN DIRECTION SHEET FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION ON NOTE: ALL FLOOR FLOOR FRAMING, INDICATED BASE STRAP TRUSSES TO BE P.T. IF REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS NO MOISTURE MASONRY WALL SEE BOTH SIDES OF THE WALL BARRIER (FELT PAPER *�S�oHEADER CONNECTION @ 2nd FLOOR OR SIM) IS PROVIDED BEARING SEE PLAN BOND BEAM . . FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ ° FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS a MIN THICKNESS SHALL WD. HD. HT. BE 1/2" GYP BOARD OR SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER 4j, PLAN CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO FIN. FLR. ; 0'-0'" - a� ; ;0 GRADE SEE FOUNDATION DETAILS FOR FTG INFO TYPICAL TWO STORY SECTION - SYSTEM 42 GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO BOTTOM PLATE. BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR DECKING TO ACCOMMODATE STRAP 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS �- TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 11 :' ,111 !ki-111 Illi NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) P&<4 s 1Od x1-1/2" @ 24" O.C. SIMPSON LSTA24 tiF�T PRE-ENGINEERED STRAP W/ (22) 1 O ROOF TRUSSES AT 24" NAILS. BEND STRAP O.C. OVER PLATE MAX. TYPICAL TRUSS TO 3", THEN RUN DOWN FRAME CONNECTION. FACE OF JAMB STUDS/ SEE STANDARD HEADER CONNECTOR NOTES EPDXY \ — REFER TO PLAN FOR EXTERIOR SHEATHING BUILT-UP COLUMN FROM TOP OF WALL INFO. TO BOT. (RIBBON/ PRE -ENG, FLOOR BEAM) ATTACHED PER SYSTEM - IF NO FLOOR NAILING SCHEDULE. SYSTEM INSTALL (2) 2x SILL AT WINDOW KNEEWALL & PROVIDE W/ 2x CRIPPLE STUDS SOLID BLOCKING AT EA. END NAILED TO UNDER COLUMN STUD PACK W/ 10d ABOVE NAILS @ 8" O.C. THEN BAND JOIST & BLKG STUDS @ 16" O.C. OR LVL GIRDER ATTACH SILL W/ (2) 10d MTSC40 POST ABV. TO TOENAILS AT EA. END POST BELOW U.N.O. OF SILL (MAX OPEN'G PROVIDE SOLID WIDTH 4'-0"). USE A35 BLOCKING WITHIN FLR. CLIP AT EA. END FOR SYSTEM TO MATCH OPENINGS GREATER COL. DIMENSION THAN 4' BUT LESS REFER TO PLAN FOR THAN 6' BUILT-UP COLUMN SIMP. HTT4 INFO. W/ (18) 1 Od x 2-y" NAILS BEARING WALL PER TO POST (U.N.O. ON PLAN BEYOND FRAMING PLAN) & $" COLUMNS ALL THREAD W/ 7" MIN. MID -HEIGHT BLOCKING EMBEDMENT INTO TIE PER BEARING WALL BEAM USING SIMP. SET SCHEDULE EPDXY COLUMN BASE OF SILL (MAX OPEN'G CONNECTION PER WIDTH 4'-0"). USE A35 PLAN NOTE: ALL FLOOR REFER TO TRUSSES TO BE P.T. IF FOUNDATION PLAN .; °' ; • FOR FTG. (FELT PAPER OR SIM) IS INFORMATION PROVIDED SEE FRAMING PLAN TYPICAL TWO STORY COL. @ GIRDER NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS SOLID SHEATHING @ HEADER SIMPSON SP4 W/ (6) P&<4 s 1Od x1-1/2" @ 24" O.C. SIMPSON LSTA24 tiF�T (USE SP6 @ 2x6 STUDS STRAP W/ (22) 1 O & SP8 @ 2x8 STUDS) NAILS. BEND STRAP SIMPSON SP4 W/ (6) OVER PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ & SP8 @ 2x8 STUDS) HEADER HEADER - SEE 2ND EPDXY \ FLOOR PLAN FOR MIN. EXTERIOR SHEATHING HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS TO BOT. (RIBBON/ SEE DETAIL WS11THIS BEAM) ATTACHED PER IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS PLATE W/ (2) 1 O AT EA. END NAILED TO TOENAILS. EXT. STUD PACK W/ 10d HEADER OPENINGS NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x STUDS @ 16" O.C. SILL PLATE W/ (2) 1 O ATTACH SILL W/ (2) 10d TOENAILS. OPENING TOENAILS AT EA. END LARGER THAN 4FT: (2) OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR CRIPPLES @ 16" O.C. OPENINGS GREATER W/ (2) 1 O TOENAILS THAN 4' BUT LESS T&B (PLYWOOD THAN 6' SHEATHING REQ'D SIMP. HTT4 T&B) W/ (18) 1 Od x 2-y" NAILS SEPARATE SHEATHING TO POST (U.N.O. ON UNDER WINDOW FRAMING PLAN) & $" CRIPPLES @ 18" O.C. ALL THREAD W/ 7" MIN. W/ (2) 10d TOENAILS EMBEDMENT INTO TIE T&B (PLYWOOD BEAM USING SIMP. SET SHESHE SHEATHING REQ'D EPDXY OF SILL (MAX OPEN'G 2x TOP & BOT. WIDTH 4'-0"). USE A35 RIBBONS, CONT. NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION ON CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING, INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO *�S�oHEADER CONNECTION @ 2nd FLOOR NOTE: ALL FLOOR TRUSSES TO BE P.T. NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 SOLID SHEATHING@ W/(18) 16d x 2z' NAILS HEADER TO POST (U,N.O. ON SIMPSON SP4 W/ (6) FRAMING PLAN) & 8" Fe'4 s 10d x1-1/2" @ 24" O.C. ALL THREAD W/7" MIN. yFFp (USE SP6 @ 2x6 STUDS EMBEDMENT INTO TIE & SP8 @ 2x8 STUDS) BEAM USING SIMP. SET \ EPDXY \ FLOOR TRUSS PER 3", THEN RUN DOWN PLAN PROVIDE SOLID BLOCKING BELOW SEE DETAIL WS11THIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO A-4 TYPICAL GIRDER COL. CONNECTION 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS (1) SIMPSON LSTA30 ---' / STRAP CENTERED L BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 1 O CONNECTION NAILS FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM z O F_ 0 w z o ®®,�rtoiotorr®®1 LU T- ®® �s TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER ®�`®®�P� ®®®.*••• oleIvz rim�� o a p a FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAILWF10/SD4 z _ Cj �, A40 O r Q CQ Z 04tJ CONNECTIONS " Co •° � 41 - FRAMING PLAN FOR FRAMING NOTES 2x STUDS ,SEE © - • O ©• --► U LOCATION & SPACING FRAMING PLAN FOR O z rs; 4 U t STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE ¢ v �,,, p Q PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN o ;, '?. ; ° fij Q 9 REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE o ®�,®®®°•.,®°•°® ®••,• x,4� O 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ oi'o�` 4 QQ►®®�®® Ce � DOUBLE 2x TOP PLATE (2) 12d @ 12 O.C. w 'A',rrrtllwe+%® AGAINST TRUSS z 2x BOTTOM PLATE VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING O ATTACHED PER TO BOTTOM PLATE/ cn NAILING SCHEDULE END TOP CHORD O_ W PRE -ENG FLOOR TRUSS OR FIELD FRAME 2x4 p SYS. 42 FLOOR KNEE WALL, STUDS @ CLO TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS (MAX) @ EACH END. TRUSS TO CMU W/ STRAP PER � � ° STANDARD CONNECTOR .� (1) SIMPSON LSTA30 NOTES Q STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3" BETWEEN COLUMN FLOOR TRUSS SEE PLAN O.C. WALL SHEATHING FRAMING PLAN FOR TO BOTTOM PLATE AND GIRDER/BEAM CONNECTION INFO. NOTE: ALL FLOOR w "" BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8GAP BETWEEN a Z NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU 2 Q BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF 0 F- OR SIM) IS PROVIDED KNEEWALL 0a - Q (� TYPICAL GIRDER COL. @ HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTION M ' 4-0 W -03/4"=1 CL 2x 2ND FLOOR STUDS — UU.. > SEE PLAN FOR MORE (2) SIMPSON LSTA18 0 W STRAPS CENTERED @ z JA FLOOR W/ (14) 10d O-tn SEE FLOOR FRAMING NAILS U G PLAN FOR FLOOR SYSTEM INFO. �, d ATTACH 2x STUDS W/ (3) 2x STUDS V ♦♦^^ ) q4 8 ° (2) SIMPSON LSTA18 O 16d @ 2 NAILS 6" O.C. •-� 0 STRAPS CENTERED @ ....� U FLOOR W/ (14) 10d rZ - D CALIFORNIA CORNER A -A co NAILS o �1 (2) SIMPSON LSTA18 Q (2) SIMPSON META16 STRAPS CENTERED @ u,.I (D FLOOR TRUSS TO FLOOR W/ (14) 10d 0 O 0 �w MASONRY WALL NAILS z IJ I U ti w (3) 2x STUD PACK � rn � (0 rr E EXT. SHEATHING ATTACH PER NAILING — Q J p m rte. rn FLUSH W/ FACE OF �.. ...._ SCHEDULE O U' w Z 6 M ' .s MASONRY ATTACHED I j z Q 0_j -� ATTACH 2x STUDS W/ O m U- N PER NAILING (2) 16d NAILS @ 6" O.C. 4 2x STUDS _ � � O 0 ° SCHEDULE; PROVIDE O ¢ y � 1/8" GAP BETWEEN STANDARD CORNER A -A W U) m R O c SHEATHING AND (�- `r Z o I Z w Z E MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE v 0 Q j w Q = MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z OQ W < a PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d p I"' z LL 0 SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY p W Z 2nd FLOOR CORNER FRAMING ATTACHMENT z ~ z -- mommoommmo 0 M SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN d Z DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING Q H 2x STUDS SEE NAILING SCHEDULE SCHEDULE z O FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE p Q SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR p (/� > L O AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE o W W > TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z 0 L W W A35 EA. END TO VERIFY SIZE y O 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w = W (2) 12d @ 12" O.G.SHEATHING/ DRYWALL (2) 12d @ 12" O.C. t=- W UW (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3 z W Z a O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING Q Q 'Q TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON to 3:i— Cf Z 4C 2x SYP #2 RIBBON (MIN V Cl) _ _ 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) W 0 2x4) TO TRUSS W/ (4)16d NAILS; BOTTOM 0 16d NAILS; BOTTOM RIBBON TO BE PT IF [] O M RIBBON TO BE PT IF BRG DIRECTLY ON z T C7 0_ BRG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ ------' (2) ROWS 8d NAILS @ w 3" O.C. WALL I SEE PLAN FOR 3" O.C. TYP. WALL U) STRUCTURAL ENG: BED SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. -- LU DRAFTING BOTTOM RIBBON MASONRY OR MTS12 RIBBON 1/8 GAP BETWEEN AT WOOD FRAMEr STRUCT: HG SHEATHING & CMU WALL NOTE: ALL FLOOR U ------._ ______ TRUSSES TO BE P.T. IF QC CHECK CC TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE F- -- --- jRL__ FELT PAPER STRAP PER STANDARD PROVIDED CONNECTION NOTES TWO STORY PERP. FLOOR CONNECTIONS1 SOLID SHEATHING@ JOB 1,40. PSQ-0204616 HEADER SCALE: AS INDICATED SIMPSON SP4 W/ (6) Fe'4 s 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 yFFp (USE SP6 @ 2x6 STUDS STRAP W/ (22) 1 O & SP8 @ 2x8 STUDS) NAILS. BEND STRAP OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ HEADER HEADER -SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D JAMB STUDS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER IF HEADER IS UPSET NAILING SCHEDULE. AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 1 Od TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(1) 2x SILL PLATE W/ (2) 1 O TOENAILS. OPENING (2) 2x SILL AT WINDOW LARGER THAN 4FT: (2) W/ 2x CRIPPLE STUDS 2x SILL PLATE W/ A35 AT EA. END NAILED TO CLIPS EACH SIDE W/ 2x STUD PACK W/ 10d CRIPPLES @ 18" O.C. NAILS @ 8" O.C. THEN W/ (2) 10d TOENAILS STUDS @ 16" O.C. T&B (PLYWOOD ATTACH SILL W/ (2) 10d SHESHE SHEATHING REQ'D TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' (1) SIMPSON LSTA30 ---' / STRAP CENTERED L BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 1 O CONNECTION NAILS FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM z O F_ 0 w z o ®®,�rtoiotorr®®1 LU T- ®® �s TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER ®�`®®�P� ®®®.*••• oleIvz rim�� o a p a FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAILWF10/SD4 z _ Cj �, A40 O r Q CQ Z 04tJ CONNECTIONS " Co •° � 41 - FRAMING PLAN FOR FRAMING NOTES 2x STUDS ,SEE © - • O ©• --► U LOCATION & SPACING FRAMING PLAN FOR O z rs; 4 U t STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE ¢ v �,,, p Q PLAN FOR SIZE AND @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN o ;, '?. ; ° fij Q 9 REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE o ®�,®®®°•.,®°•°® ®••,• x,4� O 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ oi'o�` 4 QQ►®®�®® Ce � DOUBLE 2x TOP PLATE (2) 12d @ 12 O.C. w 'A',rrrtllwe+%® AGAINST TRUSS z 2x BOTTOM PLATE VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING O ATTACHED PER TO BOTTOM PLATE/ cn NAILING SCHEDULE END TOP CHORD O_ W PRE -ENG FLOOR TRUSS OR FIELD FRAME 2x4 p SYS. 42 FLOOR KNEE WALL, STUDS @ CLO TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS (MAX) @ EACH END. TRUSS TO CMU W/ STRAP PER � � ° STANDARD CONNECTOR .� (1) SIMPSON LSTA30 NOTES Q STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3" BETWEEN COLUMN FLOOR TRUSS SEE PLAN O.C. WALL SHEATHING FRAMING PLAN FOR TO BOTTOM PLATE AND GIRDER/BEAM CONNECTION INFO. NOTE: ALL FLOOR w "" BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8GAP BETWEEN a Z NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU 2 Q BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF 0 F- OR SIM) IS PROVIDED KNEEWALL 0a - Q (� TYPICAL GIRDER COL. @ HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTION M ' 4-0 W -03/4"=1 CL 2x 2ND FLOOR STUDS — UU.. > SEE PLAN FOR MORE (2) SIMPSON LSTA18 0 W STRAPS CENTERED @ z JA FLOOR W/ (14) 10d O-tn SEE FLOOR FRAMING NAILS U G PLAN FOR FLOOR SYSTEM INFO. �, d ATTACH 2x STUDS W/ (3) 2x STUDS V ♦♦^^ ) q4 8 ° (2) SIMPSON LSTA18 O 16d @ 2 NAILS 6" O.C. •-� 0 STRAPS CENTERED @ ....� U FLOOR W/ (14) 10d rZ - D CALIFORNIA CORNER A -A co NAILS o �1 (2) SIMPSON LSTA18 Q (2) SIMPSON META16 STRAPS CENTERED @ u,.I (D FLOOR TRUSS TO FLOOR W/ (14) 10d 0 O 0 �w MASONRY WALL NAILS z IJ I U ti w (3) 2x STUD PACK � rn � (0 rr E EXT. SHEATHING ATTACH PER NAILING — Q J p m rte. rn FLUSH W/ FACE OF �.. ...._ SCHEDULE O U' w Z 6 M ' .s MASONRY ATTACHED I j z Q 0_j -� ATTACH 2x STUDS W/ O m U- N PER NAILING (2) 16d NAILS @ 6" O.C. 4 2x STUDS _ � � O 0 ° SCHEDULE; PROVIDE O ¢ y � 1/8" GAP BETWEEN STANDARD CORNER A -A W U) m R O c SHEATHING AND (�- `r Z o I Z w Z E MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE v 0 Q j w Q = MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z OQ W < a PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d p I"' z LL 0 SINKERS AND (14) %4'X2 %4' TITENS TO MASONRY p W Z 2nd FLOOR CORNER FRAMING ATTACHMENT z ~ z -- mommoommmo 0 M SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN d Z DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING Q H 2x STUDS SEE NAILING SCHEDULE SCHEDULE z O FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE p Q SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR p (/� > L O AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE o W W > TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z 0 L W W A35 EA. END TO VERIFY SIZE y O 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w = W (2) 12d @ 12" O.G.SHEATHING/ DRYWALL (2) 12d @ 12" O.C. t=- W UW (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3 z W Z a O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING Q Q 'Q TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON to 3:i— Cf Z 4C 2x SYP #2 RIBBON (MIN V Cl) _ _ 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) W 0 2x4) TO TRUSS W/ (4)16d NAILS; BOTTOM 0 16d NAILS; BOTTOM RIBBON TO BE PT IF [] O M RIBBON TO BE PT IF BRG DIRECTLY ON z T C7 0_ BRG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ ------' (2) ROWS 8d NAILS @ w 3" O.C. WALL I SEE PLAN FOR 3" O.C. TYP. WALL U) STRUCTURAL ENG: BED SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. -- LU DRAFTING BOTTOM RIBBON MASONRY OR MTS12 RIBBON 1/8 GAP BETWEEN AT WOOD FRAMEr STRUCT: HG SHEATHING & CMU WALL NOTE: ALL FLOOR U ------._ ______ TRUSSES TO BE P.T. IF QC CHECK CC TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE F- -- --- jRL__ FELT PAPER STRAP PER STANDARD PROVIDED CONNECTION NOTES TWO STORY PERP. FLOOR CONNECTIONS1 va WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED � w CANTILEVERED FLOOR TRUSS CONNECTION w JOB 1,40. PSQ-0204616 SCALE: AS INDICATED DATE: 03/02/18 3/4"=1'-0" 3/4"=1'-0" I 3/4"=1'-0" I f 3/4"=1'-0" 3/4"=1'-0" �._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. (2) 2x SYP #2 BUILT-UP STUC COLUMNS — --------_J 1 SIMPSON H2.5 I PLATE W/ 1/2" J -BOLT EXTERIOR SHEATHING W/ MIN. 7" EMBED. @ 6" IMIN. 2x6 #2 SYP I FROM EACH END & @ FROM TOP OF WALL EXTERIOR WALL SHEATHING & IY4"x3" SDS WOOD WASHER. ALTERNATE TO BOTTOM OF SILL 10d NAILS @ 16" O.C. IMAX - EQUALLY I a 16d NAILS @ EACH PLATE ATTACH PER EXT. FINISH PER r-.----------------- ... --.—.------I NAILING SCHEDULE IO.C, IS REQUIRED w/ SHOP DRAWINGS EPDXY @ 6" FROM L-------------------------- J ROOF SHEATHING --- OPT. TRUSS RECESS LEDGER ISIMPSON H2.5 EA. I ATTACH PER NAILING SER BY OTHERS ITRUSS I -T SCHEDULE INFO. IF WALL LOW ROOF TRUSS SEE I PRE-ENGINEERED -- LSTA18 STRAPS ARE CONNECTIONS SIMPSON H10A @ TRUSS PER PLAN FASTEN ROOF STUDS TO ALIGN W/ ° MIN. 2x6 #2 SYP CONT. EACH DIAGONAL USING SIMPSON H10A SHEATHING TO 2x LEDGER W/ (2) Y4 "x3-1/2" ATTACH PER NAILING 3S PER PLAN TRUSSES ARE SDS WOOD SCREWS @ - SCHEDULE 16" O.C. MAX. & 3" @ 6" O.C. FROM EA. END - USE CONTINUOUS TO ATTACHED PER ( (3) SCREWS FOR 24" I SIMPSON LUS26.. USE 3ER PER PLAN �2ECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY ANCHOR BOLT OR (TRUSS. VERIFY W/ I TRUSS I"I__fRUSS SHOP NOTES FOR BASE -- BLOCKING LRAWINGS EMBED. @ 32" O.C. & 3" 2x$ SYP #2 LEDGER W/ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT - — — — -.r. — — MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSSIDE OF G.T. USE (4) OPT TRUSS RECESS LEDGER 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) 1 O 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 a SEE ARCHS FOR FURRING AND INTERIOR FINISH ° MASONRY WALL PER PLAN AF70) 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 ROOF LINE 2x BASE PLATE W/ 12d — @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING — SEE FLOOR FRAMING PLAN FOR MORE INFO LAN USS DIREC & MORE INFO FLOOR GIRDER SEE --� PLAN FOR CONNECTION 16d NAILS) XB03 LEDGER @ OPEN TO BELOW 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 SEE 2NE (------------------- ---------I WALL SE ADDITIO A INFORM) TRUSS ANCHOR (SEE PLAN) — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 1 SIMPSON H2.5 I PLATE W/ 1/2" J -BOLT TRUSS TO LEDGER W/ MIN. 7" EMBED. @ 6" IMIN. 2x6 #2 SYP I FROM EACH END & @ (CONT. LEDGER w/ (2) EXTERIOR WALL SHEATHING & IY4"x3" SDS WOOD WASHER. ALTERNATE ISCREWS @ 16" O.C. o , 10d NAILS @ 16" O.C. IMAX - EQUALLY I a 16d NAILS @ EACH & 3" FROM EXT. FINISH PER ISPACED END OF LEDGER -LEDGER RECESSED I IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY TO 2nd STORY WALL BOTTOM PLATE IO.C, IS REQUIRED w/ SHOP DRAWINGS EPDXY @ 6" FROM L-------------------------- J 2x EXT. FRAME WALL OPT. TRUSS RECESS LEDGER ADJACENT BAYS @ 604 SECTION @ LOW ROOF TRUSS ANCHOR (SEE PLAN) — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 3/4"=1'-0" PLATE W/ 1/2" J -BOLT 3/4"=1'-0" W/ MIN. 7" EMBED. @ 6" TOENAILS EACH END FROM EACH END & @ 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & 2x4 BLOCKING W/ (2) WASHER. ALTERNATE 12d NAILS @ 12" O.C. 10d NAILS @ 16" O.C. NAILING PER PLAN. SHEATHING CONT. 16d NAILS @ EACH �--- EXT. FINISH PER PLATE, SP8 TOP AND TO 2nd STORY WALL BOTTOM PLATE END. BLOCK EPDXY @ 6" FROM ARCHS 2x EXT. FRAME WALL ATTACH PER NAILING SCHEDUL ADJACENT BAYS @ GIRDER SEE PLAN FOR WR'SECTION @ OPEN TO ABOVE PER PLAN WINDOW ATTACHMENT EACH DIAGONAL (2) 2x6 W/ NUC26-2. INFO. IF WALL LOW ROOF TRUSS SEE SHEATHING ISN'T CONT. BRACE AS SHOWN. LSTA18 STRAPS ARE CONNECTIONS SIMPSON H10A @ REQUIREMENTS. FASTEN ROOF STUDS TO ALIGN W/ SHEATHING PER PLAN EACH DIAGONAL USING SIMPSON H10A SHEATHING TO 2x MORE INFO IF ATTACH PER NAILING BRACE TRUSSES ARE BLOCKING W/ 8d NAILS SCHEDULE 1/2" THREADED ROD @ 6" O.C. 2x8 #2 SYP P.T. SILL CONTINUOUS TO ATTACHED PER PLATE W/ 1/2" EPDXY FOUNDATION. REFER (5) 16d NAILS ANCHOR BOLT OR TO BEARING WALL DIAGONAL BRACE TO J -BOLT W/ MIN. 7" NOTES FOR BASE -- BLOCKING 23/4 EMBED. @ 32" O.C. & 3" CONNECTION PROVIDE 2x4 SYP #2 � FROM EA.END CONT. BRACE W/ (2) 2x BOTTOM PLATE, 16d NAILS EACH CONNECT TO DOUBLE DIAGONAL BRACE. MAX 1/8" GAP TOP PLATE W/ 16d0 NAILS @ 6" O.C. 2ND STORY BETWEEN SHEATHING FIN. FLOOR TRUSSES PER PLAN AND CMU (2) 2x TOP PLATE 2x4 SYP #2 DIAGONAL '' -- CONT. #5 IN TIE BEAM 2x BEARING WALL PER BRACE @ 48" O.C. MAX. PLAN, FRAME 2x SYP #2 LEDGER TO 45° FROM EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ HORIZONTAL BRACE ARCHS BOTTOM PLATE OF 1/4" X 3-1/2" SIMPSON NOT REQUIRED 2ND STORY WALL SDS SCREW @ 16" O.C. 6' FROM EAVES. fiFl BRACING @ 2 STORY FRAME WALL 1-1/2 - - PRE ENGINEERED EXT. SHEATHING 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ TRUSSES @ 24" O.C. 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING �� 12d NAILS @ 12 O.C. TOP &SP1 @BASE. LSTA18 OR MAX. PER PLAN O.C. - SEE FRAMING SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN PLAN FOR MORE INFO. OR LSTA18 TO WALL IS CONT. BRG ON TRUSS SEE ARCHS FOR ROOF BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. WATERPROOFING AND 2x4 BLOCKING NOT REQ'D IF STUD IS TO TRUSS BELOW) FINISH BETWEEN STUDS W/ BETWEEN CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED TOE NAILS OR LSTA18 PER NAILING SCHEDULE EACH END. TRUSS ANCHOR (SEE PLAN) — ROOF SHEATHING ATTACHED PER NAILING SCHEDULE y SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT O.H. W/ MIN. 7" EMBED. @ 6" TOENAILS EACH END FROM EACH END & @ BOTTOM PLATE. IF PER ELEV. 2x BASE PLATE W/ (2) WASHER. ALTERNATE 12d NAILS @ 12" O.C. CONNECTION: USE 1/2" 2x #2 SPF STUDS @ 16" ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE O.C. w/ EXT. SHEATHING PLATE, SP8 TOP AND SIMPSON SET -XP FROM TOP OF WALL TO EPDXY @ 6" FROM ROOF SHEATHING BOTTOM OF TRUSS/ C.M.U. WALL PER PLAN MAX W/ WASHER GIRDER SEE PLAN FOR WR'SECTION @ OPEN TO ABOVE SEE PLAN WINDOW ATTACHMENT OR WOOD WALL PER (2) 2x6 W/ NUC26-2. INFO. IF WALL LOW ROOF TRUSS SEE SHEATHING ISN'T CONT. TRUSS PLAN FOR LSTA18 STRAPS ARE CONNECTIONS REQ'D FROM STUDS TO REQUIREMENTS. GIRDER BELOW STUDS TO ALIGN W/ TO BEARING WALL SEE LD02/SD2 FOR USING SIMPSON H10A MORE INFO IF PLANS TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE I � � I � y SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL PLATE W/ 1/2" J -BOLT 2x BLOCKING W/ (2) 12d W/ MIN. 7" EMBED. @ 6" TOENAILS EACH END FROM EACH END & @ BOTTOM PLATE. IF 32" O.C. MAX. W/ 2x BASE PLATE W/ (2) WASHER. ALTERNATE 12d NAILS @ 12" O.C. CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/ 7" °` CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM ROOF SHEATHING EACH END & @ 32" O.C. a-° : C.M.U. WALL PER PLAN MAX W/ WASHER SCHEDULE WR'SECTION @ OPEN TO ABOVE SEE PLAN 2x BRG WALL W! SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE BOTTOM PLATE. IF USED @BASE 2x BASE PLATE W/ (2) USE (4) 1 Od & (2) 1 Od 12d NAILS @ 12" O.C. EXTERIOR SHEATHING SEE PLAN ATTACH PER NAILING 3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER LOW ROOF TRUSS SEE NAILING SCHEDULE (2) 2x4 #2 SYP ROOF SHEATHING BLOCKING W/ SIMPSON ATTACH PER NAILING HUC24-2 EACH END, SCHEDULE USE (4) 10d & (2) 10d NAILS. UNDER SEE PLAN WINDOW JAMBS USE OR WOOD WALL PER (2) 2x6 W/ NUC26-2. PLAN LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS EXTENSION MASONRY (SHOWN) OR WOOD WALL PER PLAN SECTION @ RAISED HEEL TRUSS 2x BLOCKING W/ (2) 12d TOENAILS EACH END FLOOR TRUSS PER (2) 2x4 #2 SYP PLAN BLOCKING W/ SIMPSON BOTTOM PLATE. IF HUC24-2 EACH END, SHEATHING ISNOT USE (4) 1 Od & (2) 1 Od CONT. ADD BLOCKING NAILS. UNDER WINDOW JAMBS USE SEE PLAN (2) 2x6 W/ HUC26-2. (3) 1 O TOENAILS ^: EA. END. SIMPS. SP4 LOW ROOF TRUSS SEE @ TOP REQ'D TRUSS PLAN FOR ROOF SHEATHING CONNECTIONS (IF ATTACH PER NAILING TRUSS IS CONT. BRG SCHEDULE ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLLIIPPS @ 24" O.C.) 16" TALL RAISED HEEL N�( _�� SECTION Ccs COMBO TRUSS BOTTOM CHORD 3/411=11-011 WALL & WALL OPENINGS @ 32"o.c. ,,_w KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF 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) 1 Od NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER 2 STORY INTERIOR BEARING WALL 19) 7Y fiPP TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O 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 BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 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 3/4"=1'-0" 1/2"=1'-0" I f 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. z F LU x m LO W ®®`®�`®®o®'`® ui 0 00 20.6 -� .� e O • Z LL LL F -- LL. O O W cit I- O Q W CL z O J J Q F- c�n W =CL Z o O M U a E W E U >LL. O W Cn z O j U O ° CLLLF 8 g ° F- z �pA4 �-- z �` m cn W Z LL. M O Q (n W r z WUr~.w O ` Dern=�� o r°6 -� 0 (1) a' 8 O ZF-Z>-Mrw'E J .w W Q_0JLL CD = i5 F- W rr�^� O O 0 3:Wo O W F- vJ Zo=zwz E zPWV0 z ~ O U<QWLL 0 Q W z 0 O W Z LLp z -- Qd. ._.. O "" M a Z 2 0 z 1-- p > W 0 J W W 0 W W u W = W u) W 5 W z W Z a _ C'1 Z Q , F- U (1)_= 0 W U) 0 Z ©On'-M W 0 13- CL 7 W O U) STRUCTURALENG BED W DRAFTING. W U-STRUCT: HG -- -- - QCCHECK: CC W _ _ _ F- u) JOB No. PSQ-0204616 ----- Q SCALE: AS INDICATED w DATE: 03/02/18 0 W u'_ v_) Z ►- EXT. SHEATHING FROM ALIGN 2ND FLOOR TOP OF WALL TO DBL STUDS w/ 1ST FLOOR BOTTOM PLATE. IF STUDS SHEATHING ISNOT CONT. ADD BLOCKING (2) 2x SPF#2 BASE @ SHEATHING SPLICE PLATE, ATTACH 1ST PLYW/ (3) 1 O TOENAILS W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 TRUSS, THEN ATTACH @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING @ 12" O.C. ATTACH PER NAILING SIMPSON CS18 PER SCHEDULE WF16/SD6 2x4 SYP#2 BLOCKING W/ (2) 1 O TOE NAILS LOW ROOF TRUSS W/ (2) 2x TOP PLATE 16" TALL RAISED HEEL SEE PLAN FOR BOTTOM CHORD BEARING WALL EXTENSION REQUIREMENTS. ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A U.N.O. ON FRAMING PLANS F2 SECTION @ 2 -STORY BRG. 3/411=11-011 WALL & WALL OPENINGS @ 32"o.c. ,,_w KINGS # OF STUDS TO MATCH MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF 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) 1 Od NAILS INTO TOP SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER 2 STORY INTERIOR BEARING WALL 19) 7Y fiPP TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 O 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 BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 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 3/4"=1'-0" 1/2"=1'-0" I f 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. z F LU x m LO W ®®`®�`®®o®'`® ui 0 00 20.6 -� .� e O • Z LL LL F -- LL. O O W cit I- O Q W CL z O J J Q F- c�n W =CL Z o O M U a E W E U >LL. O W Cn z O j U O ° CLLLF 8 g ° F- z �pA4 �-- z �` m cn W Z LL. M O Q (n W r z WUr~.w O ` Dern=�� o r°6 -� 0 (1) a' 8 O ZF-Z>-Mrw'E J .w W Q_0JLL CD = i5 F- W rr�^� O O 0 3:Wo O W F- vJ Zo=zwz E zPWV0 z ~ O U<QWLL 0 Q W z 0 O W Z LLp z -- Qd. ._.. O "" M a Z 2 0 z 1-- p > W 0 J W W 0 W W u W = W u) W 5 W z W Z a _ C'1 Z Q , F- U (1)_= 0 W U) 0 Z ©On'-M W 0 13- CL 7 W O U) STRUCTURALENG BED W DRAFTING. W U-STRUCT: HG -- -- - QCCHECK: CC W _ _ _ F- u) JOB No. PSQ-0204616 ----- Q SCALE: AS INDICATED w DATE: 03/02/18 0 W u'_ v_) Z ►- 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 STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM (2) 2x12 SYP#2 BEAM LINE UP 2xJOIST IN PER SCHEDULE REQ'D LINE WITH MIDDLE END OF LANDING 2x12 STRINGER TO BE FOR STRINGERS TO UTILIZED AS BLOCKING CONNECT TO. BEAM MIN. 2x8 SYP#2 JOISTS Q @LANDING @ 16"O.C. o mZ W/ SIMPSON A35 OR o U- g LUS26 HANGER ON ALTERNATE HANGER EACH SIDE w w JO WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 Q Z 1/4" TAPCONS @ 16" O.C. (2) 2x12 SYP#2 BEAM TO MATCH JOIST I-- 0 PER SCHEDULE REQ'D DEPTH W/ (3) 10d Uj 3:@ END OF LANDING TOENAILS EACH END FOR STRINGERS TO 2x8 CONNECT TO. BEAM 2x6 VERTICAL @ 6-0" TO BEAR DIRECTLY ONMIN. 2x8 SYP#2 JOIST (P.T. IF Ll�ATTACHING BUILT UP COLUMNS TO MASONRY BELOW OR WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER SEE TABLE FOR MAX. 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING X W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER HEADER TO BUILT UP LANDING ATTACHED STUD COLUMN PER GENERAL FLOOR ®`®� °®•°..®.®•.�I//4) Z COCi-itiV� U JbCD COOTSTRUCTION OPTIONAL (2)2x12 SYP#2 NES ATTACHMENT TO 2x4 SILL PLATE W/ (2) CMU/LEDGER IN LIEU OF TO TRUSS W/ (3) /4 x 3 BUILT UP COLUMN SDS WOOD SCREWS WOOD: MID SPAN BLOCKING HU210-2/HUC210-2 W/ TO MATCH JOIST (18)16d NAILS TO O DEPTH W/ (3) 10d LEDGER/SUPPORT AND o TOENAILS EACH END (10)10d NAILS TO (2)2x 120 z U. SYP#2 HEADER w MASONRY: m p HU210-2/HUC210-2 W/ O (18) 1/4"x3-1/4" TAPCONS w 0 TO CMU AND (10) 10d � NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HEADER MASONRY WALL OR STANDARD (3) 2X12 WOOD WALL SYP #2 STRINGERS W/ p SIMPSON A34 / A35 CLIP TO FLOOR w SYSTEM & LANDING FRAMING TO ALLOW VERTICAL MIN. 2x8 SYP#2 JOIST (P.T. IF W (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY 2x6 VERTICAL AND F SCHEDULE REQ'D @END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d U OR STRINGERS LANDING F @ LANDING @ 16"O.NAILS @ 16" O.C. MAX. TO EACH C TO SLIDE DOWN TO CONNECT TO.OR BEAM TO BEAR T W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS p w Z E O< DIRECTLY ON BUILT T LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY L -BRACE @ 6'-0" O.C. & COLUMNS BELOW EACH SIDE WALL) W ALTERNATE HANGER @ FACE OF TRUSS RIGHT OF THIS DETAIL A -A PLAN VIEW a@ 180 DEGREE TURN LANDING 05 SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 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"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 6" MIN. ro STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 116'C. LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SIMPSON A35 SYP#2 HEADER CONNECTIONS MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU MASONRY WALL OR AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER 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 110, PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. ��--- 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN 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'-01" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBG. 2.(2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. NOT USED 3%2 SDS WOOD SCREWS N.T.S. v SEE ARCH PLAN I I TRUSS TO OUTSIDE 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" STUDS W/(2)16d TOE 32' w MAX. 4'-0" ABOVE FLOOR U ATTACH TOP PLATE TO O.C. MIN. AND @ ANY MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X X ° 24" O.C. W/ (2) 12d NOTCH FLOOR STUDS W1(2)16d TOE OPENING W/IN w r- ACCOMMODATE 2x X 2x4 SILL PLATE W/ (2) X NAILS HANDRAIL (NOTCHED @ 2x6 TO ALLOW VERTICAL L VERTICAL LOCATIONS). � ®`®� °®•°..®.®•.�I//4) Z COCi-itiV� U JbCD FACE OF TRUSS KNEEWALL 2x4 SILL PLATE W/ (2) 2x6 VERTICAL AND --° TO TRUSS W/ (3) /4 x 3 2x4 #2 SPF STUDS @ SDS WOOD SCREWS @ANY OPENING EQUALLY 10d NAILS @ 4" O.C. SPACED/CENTERED IN TRUSS SEE PLAN 24" O.C. W/ (2) 12d O FACE OF TRUSS (NOTCHED @ 2x6 VERTICAL LOCATIONS). W r w TOENAILS BOTTOM O LUUhw to U o `- — NOTCH SILL AND D z -Nr Caw ©M.- c w aaa PLYWOOD FLOORING H w JD~p>-o 0 TO ALLOW VERTICAL W W 2x6 VERTICAL AND U O TO SLIDE DOWN TO p w Z E O< W Cl) 13 L -BRACE @ 6'-0" O.C. & W FACE OF TRUSS @ ANY OPENING 05 SECTION X -X ATTACH 2x6 VERTICAL / O 0 TO TRUSS W/ (3) %4" x 3" 31/2 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' w NAILS 'I` '`` U SEE ARCH PLAN O CL MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X X ° 24" O.C. W/ (2) 12d NOTCH FLOOR TOENAILS BOTTOM SHEATHING TO w r- ACCOMMODATE 2x 0 2x4 SILL PLATE W/ (2) NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL L VERTICAL LOCATIONS). TO SLIDE DOWN TO ®`®� °®•°..®.®•.�I//4) Z COCi-itiV� U JbCD FACE OF TRUSS °$ z am ATTACH 2x6 VERTICAL 2x6 VERTICAL AND --° TO TRUSS W/ (3) /4 x 3 L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ANY OPENING EQUALLY % 2•s® o ®dam®j SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE O FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR N.T.S. PERPENDICULAR TO FLOOR 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 W1(2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" 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) z 0 W - �_ I - -- - w w U O O CL Z ° co wU o W w r- 0 ®®®�®illU1�1/�®''® d r - 0 ®`®00 ®�®® aJ F- o z 0 ®`®� °®•°..®.®•.�I//4) Z COCi-itiV� U JbCD ,yea °$ z am �i. � . 0 ®- z o % 2•s® o ®dam®j W °•O°°•°•••°°° O O W W W r w z O LUUhw to U o J D z -Nr Caw ©M.- c w aaa Z<t0JL� co H w JD~p>-o 0 N W W Cnww0< � c z ui o z I z U O W p w Z E O< W Cl) 13 W w<z: w W_ja 05 F- O 0 TZ V — Z�Okn o O 2 z 0 --�— w 0 DRAFTING: w (t -STRUCT: HG __...... _ - --- m QC CHECK: CC w U) JOB No. PSQ 0204616 J Q SCALE: AS INDICATED w - Y O J d z w J o O U F- Q � = OF, w U) P d z U w O z O 05 > W - �_ -- - w M U O O CL Z ° 0 W 0 0 0 A U ..�„�apes``� 8 aJ F- o � Q °$ z am W W © Q �M O O W W W r w z LUUhw to U o J D z -Nr Caw ©M.- c w aaa Z<t0JL� co H JD~p>-o 0 N W W Cnww0< � c z ui o z I z U F- p w Z E O< W Cl) 13 W w<z: w W_ja W w O 0 TZ V — Z�Okn o ( 2 z 0 --�— ST01 GENERAL LANDING &(ST`03�SECTION HANDRAIL W/ DATE: 03f02/18 SCALE: 3/4” =1'-0" E w STAIR FRAMING INFOST1 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. �_ Q w M O CL Z 0 0 0 aJ Q W W © LL J z O W W w Z W C D w Z aaa x 0ZQ � to _ oU W Cl) 13 W o Z w z 0 CL — w 0 c STRUCTURAL ENG: BED DRAFTING: w F- -STRUCT: HG __...... _ - --- m QC CHECK: CC U) JOB No. PSQ 0204616 J Q SCALE: AS INDICATED H z ST01 GENERAL LANDING &(ST`03�SECTION HANDRAIL W/ DATE: 03f02/18 SCALE: 3/4” =1'-0" E w STAIR FRAMING INFOST1 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.