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3947 Saltmarsh Lp 17-3562 (a)91' 6 M N. cz e0 z � LLd ,ci • LU ap � • -7� % ®• ® � ^mss® � '••®•••o � � N M V a) J N U - CD tm CD CD N CU to o c �.,-., l'- cn `, .. 0,0 Q a U- cU MW .� w Z E a 0 z w ..�.+ 0 in0 as a C)- E U- - >- 4-0 Ln O cn # M J O N (U � N 00N T N Ln . N O LL OAn �..� r,O `in a � -0 N C) CC a O < wC14L Ln 0 3. r SSUE DATE 11/15/2017 REVISIONS 'ROJECT: 17-0312 )GALE: AS NOTED. )RAWN BY: JML & JFT )ESIGNED BY: MJS COVER PAGE 00 ii �� . I � If � 111 y ,��1 � I J „�, - IJ t I LlI I It l L 1 1 1 . -0"" 161.0"4 1, 10'-0" AIC COMP. 3050 S.H. 12'-8" L1"4"1 V GENERAL NOTES KEY: 00 �. Covered Lanai 2- INDICATES NUMBER OF DOORS, 9'-4" CLC. F.F.F. 2- INDICATES NUMBER OF WINDOWS. MT - METAL THRESHOLD _ O"" 14",D"1 81#2"-413'-8 " 81-011 SL - SIDE LIGHT FG - FIXED GLASS LLI 4" op CL TR -TRANSOM 4 Master Suite tit 09 n :- GB - GLASS BLOCK 8'-0" x 8'-0" S.G.D. 9'-4" CLG. T ._ . TEMP - TEMPERED GLASS -- aw SH - SINGLE HUNG _ DH - DOUBLE HUNG uj �' co M T H.B. M HR - HORIZONTAL ROLLER BP -BYPASS ® 00' 3"-41" X -O" 5'41 3"-4"" 13"-41" cl�j - TYP. - TYPICAL ® 0 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, > -r AND TRANSOMS ARE NOTED ON PLANS. C:) c _j NOTES: SHOWER VALVE OWE B•I� 1 7Z,. U. 1, CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB _ - - !4 cv SITE. a9-4" CLC. �? W VANITY w/ R _ =22 "x30", Gatherinc F- kTTIC w.�. CSI TEMP GLASS __� LA LAV - _ Room ENCLOSURE OVER 4� 9'-4" CLG. 42" HIGH KNEEWALL � N _.... W.I.C. 9'-4" CLG Bedroom 2 9'-4" CLG. o R&S _ 5'-0" 10.101f 3'-6" -8' -_3' 9'•8" 5"-0"" -... _ ._ _ -_-,e_I..__ ._ ...- ..... ... ...... - � A.H.U. 0 M W 40 B.F. ? .�°� DRAIN PAN C6 _ Al REQ. N o „O _ R&S Z r10 co m 9%4" CLG. er C _ _ _ .. --- 40 B.F. _ .... --- T LAV.-- - T .. _. zc" 1j1 � oT-T �I� Q M m Bedroom 3 TT T o _j o ��^� o oin It 9'-4" CLG. B.2 ---- n m -4 CL TW _CT 6 -O --- --- Ll Kitchen - �, ---._ 9'-4" _CLG. _ 10-4 8"" 2-2"" 4,"" " 0 C* .... .... ....... - - T -- - - c 1/2" GYPSUM BOARD TUBI (OPT) M APPLIED TO THE SHOWER -4„ REF. 5 SH (W. )FULL HT. GARAGE SIDE--_.-` Q WALL Tp - - 1_9 21-4" 16'-O", 4'-0" 6"-6" LL c -DRYER-] FO e-�•r ,_ A TIC -ACCESS = N cn - — — = - 9� -4 CLG. io zo N � M.T. ooJ - Lrl 3080 WD CD 9'-4" CLG. - ---- ----- 4 W-7` 2 Car Garage coT,l Ir WASHER 81" 114 31-0" '-21 -4 9'-4" CLG. F.F.F. 2030 F.G. CLG F.F.F. 'ado 2'-6" L 1'-6" p z l C0 81" 18"-01" 8"" 4"-0" 6'-0" I I M GENERAL NOTES KEY: ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS, 2- INDICATES NUMBER 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 uj �' co M HR - HORIZONTAL ROLLER BP -BYPASS ® 00' BF - BIFOLD cl�j - TYP. - TYPICAL ® Z 7 SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, > AND TRANSOMS ARE NOTED ON PLANS. C:) c _j NOTES: U. 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 ��°'��G®®®®.•�®®� ®VA SUPERVISOR FOR CLARIFICATION. • ®� 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED = ® p u - BY COMMUNITY AND COUNTY CODES. = II! Q 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. '��yd •®® .® ✓®®®`� ®®PR ®!! 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 ICEMAKER LINE @ O d E REF. SPACE. N O U 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9, PULL ALL DIMENSIONS FROM THE REAR OF PLAN. , � O - 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL � N aj ti CLQ N SHEETS FOR EXTERIOR WALL FINISH SEPC'S. Q � N 11. REFER TO DETAIL SHEETS FOR FLASHING (u W N (0 O 4-1CD REQUIREMENTS AT ALL WOOD TO MASONRY -C INTERFACES. b O O� ..� O CU 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 31 1-421-1 U.N.O. T_ .i� 00 Q 0 -ILL 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7" c 0 U.N.O. w -a 14. ALL INT. FIRST FLOOR CEILINGS AT 9'4" U.N.O. •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U,N.O. w a ©v� 15. C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN -C w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL 0 BE CONSIDERED SHEAR WALL SWS = SHEAR WALL r4 SEGMENTS. Lli u p a w c, 16. FRAME WALL SEGMENTS WHICH HAVE AN o w UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL a BE CONSIDERED SHEAR WALL SWS = SHEAR WALLo a SEGMENTS. o Y W 17. OPENING BETWEEN GARAGE AND RESIDENCE SHALL o °¢ BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING m o SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT o LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1.o C o z �mg a- O n 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING d,. '� N BENEATH HABITABLE ROOMS (TYP.) Q � M ra cin 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 � .� LL M.P.H.o 1 � F 'Ls Ln O 20. ALL TUB &SHOWER UNITS WILL HAVE ANTI -SCALDING Q w 0 00 d^„ C DEVICES INSTALLED. ¢ 0- M � mmmmmmm�ow DOOR NOTE KEY: ¢ u -jz mz DOOR SIZE CALLOUT: m 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD o 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD co 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD -._ ---_ ----- -- 28 = 2'-8" C 30 = T-0" z * ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER *Iz BUILDER/CLIENT wfa Q; O WINDOW NOTE KEY. < � Crcn C J � E- F Y I, N 0C 00 Ln �- c M WINDOW SIZE CALLOUT: W z 2040 = 2'-0" x 4'-0" a � O n 2050 = 2'-0" x V -0"z C C u- d 2060 = 2'-0" x V-01" o O L O Ln � 'a N z c� * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Q -5 .1 o 0 INCHES AS PER THE EXAMPLE TABLE ABOVE. o w < w Ln O a t� m • ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. Q SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF z w WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED MOE FLOOR BEING SERVER PER (FBC-R312.2). o ¢ # • V) V) z of� of w Area Tabulations a Living: _ ISSUE DATE 11/15/2017 1st floor: 1,349 Sf o © REVISIONS Total Living: 1,349 Sf w m -- entry: 72 Sf 0 " PROJECT: 17-0312 SCALE_: AS NOTED z covered lanai: 103 Sf < < DRAWN BY:-'"--- JML & JFT DESIGNED BY: MJS garage: 391 Sf `° 0 e Floor P "A C» Total Area: 1,915 Sf FLOOR PLAN SCALE: 1/8" = TV (11x17) 1/4" = T-0" (22x34) 02 0 03. A m u a: M 00 ujc; to w�°w •o w i 4% � I •:® , C:) r O e- co J N LL (D fA cnN I,.,- Co >.-�d7 N U)N(o O O O o E O .� Lo X 00 < o_ LL. c Lu z a� z � a E o u, � a W Q (nw ' u o p o ,--� �} i V � N co M r.l — a E u_ O •iw� V 00 0 > J i ) i ) O ) O N O m'2 cr (J Q 00 N f2 U N 4- H M LA r 0 LL O ? p 'CL N O O C O Q w u -j O a a � s ISSUE DATE f 11/15/2017 L ..- REVISIONS PROJECT: 17-0312 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" ---------------- 03. A 0.8.8 Ci. C:) ac cv 1UCS CD c ca oo®owwwwo®® 4 ® LL ® .® .. tW �- O o 4c o ®� ®o 67 o r- 0 ti o U .� CO t7y r, ( N Q 0- m CA 04 N Cc U) N (o p 0 C) E O �... Lo CU 00 CL LL �a LU a� z Z �g E. 0 u, -c W 00 in LU U N d a O V, �.} V E J N M M fo On 4- f -o � M N 0- X cn 4-J O J C) N � tU fu 401 O p' =3 (la O M ,-i U NL Fj LL C � O M O d' O CLI N N C) C O O w Ln O a s ISSUE DATE 11/15/2017 REVISIONS PROJECT: 17-0312 SCALE: AS NOTED DRAWN BY: JML & JFT _..... _... _..._._._...... ....... ..__._____.._.._.___.__... _ DESIGNED BY: MJS ELEVATIONS "A" 04.A ■ I - L 1111:1111Ij ll'I l I II I III III.I 1 I � I I I I 1 1 1 11 W 1 OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY: SAME AS UNDERGROUND 150 AMP 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE 4/0 SCR AL. FLOOR OUTLETS IN FIELD. AMP NEMA 3 METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 2. LOCATION OF FIXTURES AND / OR OUTLETS =Z:7 AIC DISC ARE SUGGESTED LOCATIONS AND MEET UNDERGROUND SERVICE BY POWER CO. DISC.Lj MOST LOCAL CODE REQUIREMENTS. #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER W THE TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL #8 TO AIC PANEL 3. ALL OUTLETS IN THE KITCHEN OR (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. 4. ALL OUTLETS OVER COUNTERTOPS TO BE \ 42" A.F.F. (U.N.O.). �- #2 -GROUND TO (2) 5/8" RODS (6" APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. ELECTRICAL ��s. ALL OUTLETS NOTED IN BEDROOMS MUST BE 15OAMP AFL PROTECTED, ILL 0 Q 0 cn a 0 � w w w � o z z m 0 F-- � o � d o z Q L m a Q z o Q o- o rx z NOTES: THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS O RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE N c ELECTRICAL SERVICE AS REQUIRED. CU C/) C6 ELECTRICAL KEY: � 'C�a CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT n RECESSED LIGHT cu 0 0 F 17 LED RECESSED LIGHT f-0 WALL MOUNTED LIGHT © P-_ N E WALL WASH RECESSED O DUPLEX RECEPTACLE 220 V RECEPTACLE Jj c� Locu aUQ0..0 X 0 0 1/2 HOT, 1/2 SWITCHED rnw O WATER PROOF RECEPTACLE z z WP o U FLOOR RECEPTACLE �g 0 PRE -WIRE FOR CLG. FAN n �a z GROUND FAULT INTERRUPT Q GFI Ln WALL SWITCH 2 0 3 -WAY SWITCH to DIMMER SWITCH w H TELEPHONE JACK z a. CABLEJACK n w fE ® PRE -WIRE GARAGE DOOR OPENER z �n w FLUORESCENT LIGHT c� z a © ELECTRICAL PANEL Q q � CHIME 1-E DOOR BELLIGARAGE DOOR SWITCH dw CL co w L DISCONNECT SWITCH J Imo. a.. z (!0 0 ELECTRICAL METER fo C E V- S.D. SMOKE DETECTOR o U 0 C.M.S.D. CARBON MONOXIDE DETECTOR / SMOKE DETECTOR COMBO M 0 c CEILING FAN o v v� WALL SCONCE � C7 of CHANDELIER w 0:f C� O SPOT LIGHT Li FLUSH MOUNT FLUORESCENT LIGHT w 0 0 FAN/LIGHT COMBINATIONOf uj 0 GARBAGE DISPOSAL MOTOR -. d JUNCTION BOX cr ...... _._ a_ » �� Electrical Plan-- A!,B,C O L.V. LOW VOLTAGE pR00F N V.P. VAPOR O SCALE: 1/8" = 1'-0" (11x17) 1/4" = TV (2204) A.F. ARC FAULT PROTECTION o 0 r -I pG 00 ILL 0 Q 0 cn a 0 � w w w � o z z m 0 F-- � o � d o z Q L m a Q z o Q o- o rx z O r" O Il O C'4 O J N c CU C/) C6 � 'C�a N cu 0 0 O © P-_ N E O d- d0"' c� Locu aUQ0..0 X rnw z z �g �a _� W E � 0 N p CL T a J Imo. a.. (!0 N M fo C E V- O (n O M c v v, O J -. - -------------- O O _..._......- ...... _._ � N O cy � s.. r -I pG 00 I N Ln O g O .N •� p fl > C3 `. Qj > o J 0 c Q w um O .0 0- � s ISSUE DATE 11/15/2017 _---- ------- — REVISIONS PROJECT: 17-0312 SCALE: AS NOTED DRAWN BY JML & JFT DESIGNED BY. MJS ELECTRICAL LAYOUT 05 RET E F_ X E4FA7_)FfRl OF, STEEL LINTEL ��C EXF, 5TFlF 4NCHOF, 5Tl;RIF C-�L,1_3, F3L< FLAN FC U4 a. e7FR I fzl �D co (2) FEfR ANC-HOR CD c _j LL ASFk44LT 41� 9 l "'Ilk, 1 '00 a I I twh H�J LL 40 UJALL 0 FX7F F-11OF RN15H 0- FANFL_ ANC�-AOFR 00 9- 0000000 EDC FANEL RE INFQfRC_ ING; JOF))� L�SEE) IN F:,4��EL.S OVE-F, 2F�`5.r-, IN 4RE,4/15 E�15EEDDE_:) �Of-RIZONTALLT' C) IN THE r-�ORTAFRR JOINT5 5ETWEEN FVP�- 071=�ER COUFRSE, FANEL E INFOFRGINC� IS 0 O D OF TLUC) F,4FRALLEL WIRE -5, FITHEFR) co 0 L�aE WITH l`TjljlNLlNEl' C-�L5, 1-7-_�L<) OR, 21' (FOF, L�C:�E W/ U- "FRM-11EF,E-11 5ERIE,& CiL5, E5L-<,)/ LUI 5UTT WELDED 4T :3 0) - T.- F,EC:rUL4F', N7EFRVAL5, 4' ANFD Imo' LENC,471-�5 AVAILA-51LEE, 0 T- r-- (.0 c: co I f=C f=,4NEL ANCHOFR5 0-llZDDLF/)-, I CF) (D 0) 04 E JC-,�E r, TO 71F r�11-755LJfRGTH F-:,L0C_< f =DA N E L C3 INTC-) Ca 04 (o 0 THEE &L��R_F�ZCUNDING WHEN CH4NNE L 1-:1') 14F_lF NOT L�5ED, FRG)�l 20 (_-7AL�C-7E r--==�IE--FIr-of-�-IIATEF-�- THEN C-4ALVANIZED. 5TEEL L_ 0 C:) E 0 4NC�-4C)f;;,l& AFRE 4VIML, IN Wl[:)T�45 X 24" LENGTH,`3, Lo oo < n L�L� Q, OF WHITE FOl_�-'E7H"['l_F'NF, AFRE INeE F-,TEr,-) 4T T�4M HEALD AND c w &TRIF15 L,4CE �-10RTAF� AT THESE TO C_J�5�41C)N Ti --IE z z 4" 4' _0 G�L45�3 E5LOCX 4ND ALLOW THE F�)ANEEL Tc-,) E><f=,4N1D $ C(_7,NTFl.,4CT w �-IE T 4 L C -H ANN E L OfRl �lAeONRl- CkASE CON ST��JC Tl ON, E 0 F --=--'C_ Fz><F),4N51C)N STFIF�5 4RF AVAIL,45LE 3/�` THIC< X -41' LUILDE X 24" -F- w E z INSTALLATION NOTE S; LONG;, POF-,.. F::ANEL Al"�C�-4CDFR) CON&I-FUCTION, F�,TL). 41' JJT:)r-== 5TRlf=5 0 0 4� 1 THROUGHOUT INSTALLATION, KEEP THE. WINDOW JAMBS tn 0 AFI,E E,4,`)lL_"r' C_L�T TO 31' WIEDTH, FOfR 3,11a" 'FFRE_�-IIERE` SERIF�5 5L<,, U) PLUMB AND SQUARE, KEEP HEAD ANS &LI LEVEL AND SQUARE, 4 N �D TC 21/4 UJ 17-) T �4 F, G ) f R- 3 lxa T E4 I N L I N E, -H F, I E C F L -0 C < MAKE SURE HEAD AND SILL ARE N07 CROWNED UIP OR DOWN. ------ ------ - -----_-------- - - - - -- . ....... ..... .. 2. CONS'lANTLY CHECK WIDTH AT MEEIING RAILS (i.e. DOUBLE 0 cj� :2 < HUNGS) -10 AVOID "BOWED OUT" INS TALLAPON. cr_ 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE L�J cE OF NAILING FIN ON AL.L. SIDES PRIOR TO SET'HNG WINDOW INTO 6 GLASS BLOCK DETAILS SCALE: N.T.S.. OPENING. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC R905.2.7 PLACE 1/4" SHIMS AT SILL CORNERS AND JET WINDOW INTO W C) M SHIMS, CENTER THE WINDOW IN THE OPENING ALLOWING A -1/4" ABOVE ROOF WITHIN 10'—1 CDX PLYWOOD OR O.B.S. V' z CL 0 o GAP BETWEEN WINDOW AND FRAMING MATERIAL. ON EACH SIDE. PRE -FAB CAP LATH AND STUCCO 0 0- o r WHEN INSIALLATION IS COMPLETE, I'HESE SHIMS 'MAY BE z _j N OVER CHIMNEY Li 2 E f4 REMOVED. "J" METAL FLASHING < Ld fo a- 5. INSFALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY HCDPL/R TYP. 4x5 BASE FLASHING c E u - OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE ROOF COVERING PER PLAN WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 7/8" STUCCO OVER PAPER MINIMUM OF 1", KELP WINDOW LOCKED UNIJL Al L SIDES ARE BACK WIRE MESH U.N.O. 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 U 40- Z a 1/2" PLYWOOD EXT'R. SHEATHING PITCH) 00 SECURED. 0 1 1 j- N ro ALL AROUND NAILED 8d @ 6 & 12 U) ROOF UNDERLAYMENT PER FBC R905.2.7 _1 ur) 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOF GALV. L -FLASHING < x LLJ USED, WOOD BASED EXTERIOR 2x's @ 24" O,C. W/ HUGHES MP35 74. . CAULK OUl&DE PERIMETER OF INSTALLED WINDOW: ........ ...... .. ...... .. ... . ....... ATTACHED TO SHEATHING WHEN SHEATHING- OSB GREATER THAN 24" x 24". vS CL z DO_ NOT USE EXPA_N.DABL.E FOAM. w < 15# FELT DRAINAGE PLANE c/) 8, INSULATE AROUND PERIMETFR WITH BATT TYPE INSUALTION. THE USC OF EXPANDABLE FOAM WILL VOID WARRANTY. OR S"Irl 2x4 BLOCKING 2x4 BLOCKING ONE, 7/8" NOMINAL STUCCO 9. EOR ANY INSTALLATION FINISHED WITH BRICK U) ALL -OW 1/4" GAP AT &LI.- BETWEEN. S-IRUCTURE AND WINDOW. THICKNESS TRUSS @ 24" O.C. THEN, CAULK _FHIS GAP. LJ �__ TRUSS @ 24" C. C) 10. CAULK GAR BETWEEN INSTAL -LED WINDOW EXTERIOR PAPERBACK LATH -LIJ 9 OR PERIIVETER AND J- -CHANNEL (OR .BRICK OR OTIIFR EXTERIOR FINISI-IING MATERIAL WHICH SURROUNDS WINDOW), PEEL AND STICK TAPE cn LLJ fo ROOF COVERING PER PLAN CD U-) DRAINAGE PLANE OVERLAP CONTROL BEAD - --------- V� FLASHING SEQUENCING: UNDERLAYMENT PER = 0 < FLASHING AND MEMBRANE STRIP OVER WOOD 1. APPI Y 301 -FOM PIECE OF SEI_FADjIESlVE TYPO FILASHfiG FIRE BLOCKING 2x4 BLOCKING FBC R905.2.7 ce 00 FRAME MASONRY CONNECTION. ROOF SHEATHING rq Ln OVER ALL OF ROUGH OPENING. METAL FIRE BLOCKIN V) re) AROUND FLUE LINER Li < 2, SET WINDOW UN17. 6" MIN. LAP ON METAL 0 3. APPI .Y 2ND BOTTOM PIECE OF SELF— AL)HESIVE TYPE 2X4 #2 SPF OR #3 lgr c: 0 — FLASHING OVER NAILING FIN AND BI DG PAPER. METAL OR PLASTIC SYP STUDS @16" O.C. w C 5; 0 4, APPLY SIDE STRIPS OF SELF—ADHESIVE fYPE FLASHING. EXPANSION JOINT 02 C) o co SELL TYPE FLASI-ING), APPLY TOP PIECE OF ow W Ln 0. NOTE: 1/2" NOMINAL C) M 3: o SEL.F--ADHESIVE TYPE FLASHING IS A GENERIC TERM. CEMENTITIOUS FINISH < TERIAL TO BE USED, SEC SPECIFICATIONS FOR MA MANTLE Li 0 m 0 MEMBRANE STRIP COVERING WOOD FRAME -0 L SIBI[ OF THE OWNER OR BUILDER TO 11 IS THE RESPON jI"y INTERSECTION UNDER EXPANSION JOIN EQUAL, </ TO PROTECTO WRAP BT-20XL-9" WIDE. TO > 'E)'ELECT PRODUCTS IN COMPLIANCE WITI-1 APPLICABLE LAWS AND PRE -FAB FIRE BOX >\ U,) Ld EXTEND 2" BELOW THE CMU uj 0 BUILDU. ING CODES. DAMPER R m DO NUT U' --)E MURIATIC ACID ON 1-10MES AFTER INSTAI LJNG THIS 18" NON-COMBUSTABLE Y WINDOW. TIFIE ACID MAY DESTROY TI IE COIL SPRING BALANCE MATERIAL FOR HEARTH x ISSUE DATE 11/15/2017 SYSTEM, WINDOWS WILL NOT 13E UNDER WARRANTY F EXPOSED Lki TO MURIATIC ACID. INDATION :2 REVISIONS FO 00 DO NO -F LAY WINDOWS FLAT OR STORE IN SUN BEFORE — ------- Elf N'STALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTCAL. HOLES ARE < PROJECT: 17-0312 PUT IN TO WINDOW SILL, AREA OF ANY WINDOW. >- SCALE: AS NOTED VALLEY RAFTER < < DRAWN BY: JML & JFT DESIGNED BY: MJS SCALE: 3" V-10" cL cll� DETAILS 20 STUCCO BOND` BREAK/FLAS'FlflNG DETAIL P -RE -FAB RREBOX FLASH'ING DETAIL 2 WNDOW FLASHING DETAILS SCALE: N.T.S. SCALE: N.T.S. 0 0 Dl cn � © � 'S O to RET E F_ X E4FA7_)FfRl OF, STEEL LINTEL ��C EXF, 5TFlF 4NCHOF, 5Tl;RIF C-�L,1_3, F3L< FLAN FC U4 a. e7FR I fzl �D co (2) FEfR ANC-HOR CD c _j LL ASFk44LT 41� 9 l "'Ilk, 1 '00 a I I twh H�J LL 40 UJALL 0 FX7F F-11OF RN15H 0- FANFL_ ANC�-AOFR 00 9- 0000000 EDC FANEL RE INFQfRC_ ING; JOF))� L�SEE) IN F:,4��EL.S OVE-F, 2F�`5.r-, IN 4RE,4/15 E�15EEDDE_:) �Of-RIZONTALLT' C) IN THE r-�ORTAFRR JOINT5 5ETWEEN FVP�- 071=�ER COUFRSE, FANEL E INFOFRGINC� IS 0 O D OF TLUC) F,4FRALLEL WIRE -5, FITHEFR) co 0 L�aE WITH l`TjljlNLlNEl' C-�L5, 1-7-_�L<) OR, 21' (FOF, L�C:�E W/ U- "FRM-11EF,E-11 5ERIE,& CiL5, E5L-<,)/ LUI 5UTT WELDED 4T :3 0) - T.- F,EC:rUL4F', N7EFRVAL5, 4' ANFD Imo' LENC,471-�5 AVAILA-51LEE, 0 T- r-- (.0 c: co I f=C f=,4NEL ANCHOFR5 0-llZDDLF/)-, I CF) (D 0) 04 E JC-,�E r, TO 71F r�11-755LJfRGTH F-:,L0C_< f =DA N E L C3 INTC-) Ca 04 (o 0 THEE &L��R_F�ZCUNDING WHEN CH4NNE L 1-:1') 14F_lF NOT L�5ED, FRG)�l 20 (_-7AL�C-7E r--==�IE--FIr-of-�-IIATEF-�- THEN C-4ALVANIZED. 5TEEL L_ 0 C:) E 0 4NC�-4C)f;;,l& AFRE 4VIML, IN Wl[:)T�45 X 24" LENGTH,`3, Lo oo < n L�L� Q, OF WHITE FOl_�-'E7H"['l_F'NF, AFRE INeE F-,TEr,-) 4T T�4M HEALD AND c w &TRIF15 L,4CE �-10RTAF� AT THESE TO C_J�5�41C)N Ti --IE z z 4" 4' _0 G�L45�3 E5LOCX 4ND ALLOW THE F�)ANEEL Tc-,) E><f=,4N1D $ C(_7,NTFl.,4CT w �-IE T 4 L C -H ANN E L OfRl �lAeONRl- CkASE CON ST��JC Tl ON, E 0 F --=--'C_ Fz><F),4N51C)N STFIF�5 4RF AVAIL,45LE 3/�` THIC< X -41' LUILDE X 24" -F- w E z INSTALLATION NOTE S; LONG;, POF-,.. F::ANEL Al"�C�-4CDFR) CON&I-FUCTION, F�,TL). 41' JJT:)r-== 5TRlf=5 0 0 4� 1 THROUGHOUT INSTALLATION, KEEP THE. WINDOW JAMBS tn 0 AFI,E E,4,`)lL_"r' C_L�T TO 31' WIEDTH, FOfR 3,11a" 'FFRE_�-IIERE` SERIF�5 5L<,, U) PLUMB AND SQUARE, KEEP HEAD ANS &LI LEVEL AND SQUARE, 4 N �D TC 21/4 UJ 17-) T �4 F, G ) f R- 3 lxa T E4 I N L I N E, -H F, I E C F L -0 C < MAKE SURE HEAD AND SILL ARE N07 CROWNED UIP OR DOWN. ------ ------ - -----_-------- - - - - -- . ....... ..... .. 2. CONS'lANTLY CHECK WIDTH AT MEEIING RAILS (i.e. DOUBLE 0 cj� :2 < HUNGS) -10 AVOID "BOWED OUT" INS TALLAPON. cr_ 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE L�J cE OF NAILING FIN ON AL.L. SIDES PRIOR TO SET'HNG WINDOW INTO 6 GLASS BLOCK DETAILS SCALE: N.T.S.. OPENING. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC R905.2.7 PLACE 1/4" SHIMS AT SILL CORNERS AND JET WINDOW INTO W C) M SHIMS, CENTER THE WINDOW IN THE OPENING ALLOWING A -1/4" ABOVE ROOF WITHIN 10'—1 CDX PLYWOOD OR O.B.S. V' z CL 0 o GAP BETWEEN WINDOW AND FRAMING MATERIAL. ON EACH SIDE. PRE -FAB CAP LATH AND STUCCO 0 0- o r WHEN INSIALLATION IS COMPLETE, I'HESE SHIMS 'MAY BE z _j N OVER CHIMNEY Li 2 E f4 REMOVED. "J" METAL FLASHING < Ld fo a- 5. INSFALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY HCDPL/R TYP. 4x5 BASE FLASHING c E u - OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE ROOF COVERING PER PLAN WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 7/8" STUCCO OVER PAPER MINIMUM OF 1", KELP WINDOW LOCKED UNIJL Al L SIDES ARE BACK WIRE MESH U.N.O. 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 U 40- Z a 1/2" PLYWOOD EXT'R. SHEATHING PITCH) 00 SECURED. 0 1 1 j- N ro ALL AROUND NAILED 8d @ 6 & 12 U) ROOF UNDERLAYMENT PER FBC R905.2.7 _1 ur) 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOF GALV. L -FLASHING < x LLJ USED, WOOD BASED EXTERIOR 2x's @ 24" O,C. W/ HUGHES MP35 74. . CAULK OUl&DE PERIMETER OF INSTALLED WINDOW: ........ ...... .. ...... .. ... . ....... ATTACHED TO SHEATHING WHEN SHEATHING- OSB GREATER THAN 24" x 24". vS CL z DO_ NOT USE EXPA_N.DABL.E FOAM. w < 15# FELT DRAINAGE PLANE c/) 8, INSULATE AROUND PERIMETFR WITH BATT TYPE INSUALTION. THE USC OF EXPANDABLE FOAM WILL VOID WARRANTY. OR S"Irl 2x4 BLOCKING 2x4 BLOCKING ONE, 7/8" NOMINAL STUCCO 9. EOR ANY INSTALLATION FINISHED WITH BRICK U) ALL -OW 1/4" GAP AT &LI.- BETWEEN. S-IRUCTURE AND WINDOW. THICKNESS TRUSS @ 24" O.C. THEN, CAULK _FHIS GAP. LJ �__ TRUSS @ 24" C. C) 10. CAULK GAR BETWEEN INSTAL -LED WINDOW EXTERIOR PAPERBACK LATH -LIJ 9 OR PERIIVETER AND J- -CHANNEL (OR .BRICK OR OTIIFR EXTERIOR FINISI-IING MATERIAL WHICH SURROUNDS WINDOW), PEEL AND STICK TAPE cn LLJ fo ROOF COVERING PER PLAN CD U-) DRAINAGE PLANE OVERLAP CONTROL BEAD - --------- V� FLASHING SEQUENCING: UNDERLAYMENT PER = 0 < FLASHING AND MEMBRANE STRIP OVER WOOD 1. APPI Y 301 -FOM PIECE OF SEI_FADjIESlVE TYPO FILASHfiG FIRE BLOCKING 2x4 BLOCKING FBC R905.2.7 ce 00 FRAME MASONRY CONNECTION. ROOF SHEATHING rq Ln OVER ALL OF ROUGH OPENING. METAL FIRE BLOCKIN V) re) AROUND FLUE LINER Li < 2, SET WINDOW UN17. 6" MIN. LAP ON METAL 0 3. APPI .Y 2ND BOTTOM PIECE OF SELF— AL)HESIVE TYPE 2X4 #2 SPF OR #3 lgr c: 0 — FLASHING OVER NAILING FIN AND BI DG PAPER. METAL OR PLASTIC SYP STUDS @16" O.C. w C 5; 0 4, APPLY SIDE STRIPS OF SELF—ADHESIVE fYPE FLASHING. EXPANSION JOINT 02 C) o co SELL TYPE FLASI-ING), APPLY TOP PIECE OF ow W Ln 0. NOTE: 1/2" NOMINAL C) M 3: o SEL.F--ADHESIVE TYPE FLASHING IS A GENERIC TERM. CEMENTITIOUS FINISH < TERIAL TO BE USED, SEC SPECIFICATIONS FOR MA MANTLE Li 0 m 0 MEMBRANE STRIP COVERING WOOD FRAME -0 L SIBI[ OF THE OWNER OR BUILDER TO 11 IS THE RESPON jI"y INTERSECTION UNDER EXPANSION JOIN EQUAL, </ TO PROTECTO WRAP BT-20XL-9" WIDE. TO > 'E)'ELECT PRODUCTS IN COMPLIANCE WITI-1 APPLICABLE LAWS AND PRE -FAB FIRE BOX >\ U,) Ld EXTEND 2" BELOW THE CMU uj 0 BUILDU. ING CODES. DAMPER R m DO NUT U' --)E MURIATIC ACID ON 1-10MES AFTER INSTAI LJNG THIS 18" NON-COMBUSTABLE Y WINDOW. TIFIE ACID MAY DESTROY TI IE COIL SPRING BALANCE MATERIAL FOR HEARTH x ISSUE DATE 11/15/2017 SYSTEM, WINDOWS WILL NOT 13E UNDER WARRANTY F EXPOSED Lki TO MURIATIC ACID. INDATION :2 REVISIONS FO 00 DO NO -F LAY WINDOWS FLAT OR STORE IN SUN BEFORE — ------- Elf N'STALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTCAL. HOLES ARE < PROJECT: 17-0312 PUT IN TO WINDOW SILL, AREA OF ANY WINDOW. >- SCALE: AS NOTED VALLEY RAFTER < < DRAWN BY: JML & JFT DESIGNED BY: MJS SCALE: 3" V-10" cL cll� DETAILS 20 STUCCO BOND` BREAK/FLAS'FlflNG DETAIL P -RE -FAB RREBOX FLASH'ING DETAIL 2 WNDOW FLASHING DETAILS SCALE: N.T.S. SCALE: N.T.S. 0 0 Dl 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 SHEETS 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/INTHE 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 <1/211, 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. TRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE y 11 UNO. 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 ENGINEERED LUMBER rI ""� /� E N E RAL NOTES GENERAL V ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN FOUNDATIONS VALUES AS FOLLOWS: BUILDING TYPE V B COLUMNS BEAMS STUD SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF E = 1,700,000 Wing U.N.O. E = 2,000,000 Win' U.N.O. E = 1,500,000 Wine U.N.O. MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM Fb = 2650 Fb = 3000 Fb = 2200 BEARING CAPACITY 2000 PSF WIND TERMITE TREATMENT Ft =1650 Ft =1700 Ft =1500 - VALUE DENOTES SUCTION Fc 3000 Fc 11= 3000 Fc 11= 2100 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE Fc 1= 450 Fc = 900 Fc = 450 PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT Fv = 285 Fv = 285 Fv = 150 (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONSUMER SERVICES. CONDITION U.N.O. UPDATED WOOD BEAMS AT ENTRY TO LINTELS CEILING CONSTRUCTION CAST IN PLACE CONCRETE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. (-) 22.0 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF LIVING SPACE IS ABOVE THE GARAGE. 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, MEANS AND METHODS AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE ASTM A-615 GRADE 60 CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. SPECIFICATIONS, UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND UNDER STAIR PROTECTION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND (12.7MM) GYPSUM BOARD. AT EACH END SHALL BE PROVIDED. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 6, MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, CENTER TO UPPER 1/3 OF THE SLAB, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL BOLTS AND THREADED RODS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS MINIMUM G50 ZINC COATING FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE S HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE PRESERVATIVE WOOD TREATER. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. OF PRESSURE TREATED WOOD. MASONRY WALL CONSTRUCTION PREFABRICATED WOOD TRUSSES 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT PSI (fm =1900 PSI) CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS AND STRUCTURAL PLANS FOR MORE INFO. FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE TRUSS ENGINEER OF RECORD FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE POSITIONERS IN MIDDLE OF WALL LATEST EDITION OF ANSI TPI 1. 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND MANUFACTURER UNLESS NOTED ON PLANS COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" TRUSS DESIGN LOADS: 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL TOP CHORD: Lr = 16 PSF LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DL = 7 PSF (SHINGLE TYPE ROOF COVER) CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING DL = 14 PSF (TRUSS OVERBUILD) CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR BOTTOM CHORD: DL = 5 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO MINIMUM FLOOR DESIGN LIVE LOADS: CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. A) FLOORS= 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ C) DECKS = 40 PSF D) STAIRS = 40 PSF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. CONSOLIDATION. MINIMUM FLOOR DESIGN DEAD LOADS: WOOD CONSTRUCTION A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GENERAL LOADING: SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) ATTIC WITHOUT STORAGE = 10 PSF 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. ATTIC WITH LIMITED STORAGE = 20 PSF STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO.2 GRADE SHALL BE USED GUARDRAILS IN -FILL COMPONENTS = 50 PSF REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED GENERAL TRUSS BRACING& BLOCKING REQUIREMENTS LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY 12d TOENAILS EACH END. DURABLE OR PRESERVATIVE -TREATED WOOD. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 - BY OTHERS. FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL PERPENDICULAR TO TRUSS SPAN AT 15"-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC, SHALL BE REPAIRED WITH SIMPSON DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST HSS2 STUD SHOES, TYP U.N.O. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR TABLE WITHIN BCSI-133). STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND IS TO BE PRESSURE TREATED. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) WOODEN TOP PLATES. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133: 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 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. 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 SHEETS 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/INTHE 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 <1/211, 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. TRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE y 11 UNO. 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 2/24/2017 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT)+) - VALUE DENOTES SUCTION AREA O HG 5 (+) 21.2 (+) 21.2 10 (-) 22.9 -) 28.3 UPDATED WOOD BEAMS AT ENTRY TO LINTELS (+) 20.2 (+) 20.2 20 (-) 22.0 (- 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 0 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x T-0" _ to O c ZQOzwz E 020.9 019.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 ,a l 5 5 J✓' a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1,.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING (PROTECTION REQUIRED. REFER TO SECTION 8301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS INDEX OF DRAWINGS W Q SHEET SHEET TITLE Q S1 STRUCTURAL NOTES O U_ S2A FOUNDATION PLAN W 2 I- S2.1A DOWEL PLACEMENT PLAN 0 O co S3 FOUNDATION DETAILS ° o S4A LINTEL PLAN a d S5A ROOF FRAMING PLAN F - S5.1 NOTES & CONNECTOR LEGENDLU O 0 SD1 GENERAL DETAILS w SD2 GENERAL DETAILS cn � ��,lirddddddCA SD3 GENERAL DETAILS �� «®�� U SD4 GENERAL DETAILS ° `�®® ®® �®�`��00 �' ®« o Z ®° G% O 0% Z tj «O _ C6Z a. ®®®®®® O U ®®®®1111111%e® m w MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 2/16/2017 CREATED ELEV A, B, & C (MID -FLORIDA LUMBER) DP 2 2/24/2017 UPDATED SHEET NAME FOR ROOF FRAMING PLAN DP 3 3/10/2017 UPDATED SLAB NOTE TO READ 4" & LEGEND ON DOWEL SHEET TO READ GRADE 60 STEEL DP 4 8/28/2017 UPDATED WINDOWS AT BEDRM #3 & 4 PER ARCH UPDATE HG 5 9/25/2017 CREATED OPTIONAL TRAY @ MASTER SUITE FOR ELEVATION A PER WP -156 DP 6 10/18/2017 UPDATED WOOD BEAMS AT ENTRY TO LINTELS DP 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. MW s L0 W 0 O Z d J_ M S1 VJ Z W 0 1.-m WU-'0)W O 0') °�ao6M z JU) m -C 0 �o 0 �ap0W: m ¢ _ to O c ZQOzwz E OwLLw�o a <(�0CD Z O W M J U O UQ 1--- Ldp Lu E--- III U) h � Z W 0 u O> W WJ LU �WOC Qz°' , H CY Q O MCDZ IZ 0. STRUCTURALENG: MCD �_____--____ DRAFTING: ____�._..___-__.___._--__--- -STRUCT: DJ QC CHECK: CC JOB No. PSQ-2171954 SCALE: AS INDICATED DATE: 11/15/17 S1 I L I'I 111 .11111.... Illy � 30'-0" 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. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. - 2, PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL, VAPOR BARRIER ON COMPACTED FILL 0 (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. O .j U- 3. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM w ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". U- 0 0 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR W RECESSING DOOR SILLS. ZO z & EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. V5 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 CL SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) a CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE LL (� THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. (n W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY O 0 COMMUNITY & COUNTY CODES._ -- 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE W AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION.a' ��® Uj M 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 0 ®••° o®®®®�®d DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O ��+o �� W DETERMINE STEP LOCATIONS IF REQUIRED L] �� U- o Y Z 1.1. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Q ®W co U AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ®VCS FOOTING STEP DOWN AND CORNER INFORMATION. �� •.'% r j �e Q 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE d ♦ d� ®®O000•oo®•®®® �� °� SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO DE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTIONU ®�®�®®/®�® 00 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE U) PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. • r�r SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O O COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS a p Jf d DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). U C) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS W o BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 MM z PSF. U Q w OU r- 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE F- W • Z STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND U ❑ O Opti FOOTING SIZES PENDING DEPTH OF STEMWALL. Q W G9s�S1 U FOOTING SCHEDULE 0 N O� -- O 12"x12 x12" dp w/#5's EQUALLY SPACED EA. O Z 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O Q BARS & 3" MIN. COVER TO EDGE OF CONC. U h - W23 O 12"x24"x12" dp wl #5's EQUALLY SPACED EA. W 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 24 SIDE @3 O.C. &MIN w (3) #5 PARALLEL TO 12" 2 BARS & 3" MIN. COVER TO EDGE OF CONC-LOSIDE 6'" O.C. M- 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. a O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E,W. U BARS & 3" MIN. COVER TO EDGE OF CONC. LU (D z 28"x28"x12" dp w/ #5"s EQUALLY SPACED EA. U Z 0 r co 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q p (n U BARS & 3" MIN. COVER TO EDGE OF CONC. ©=� Z W W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 0 00 U) Z 0 co ti E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U 06 �W, Z cn ti rn 8 BARS & 3" MIN. COVER TO EDGE OF CONC. Q ...j O' Q O p cc j � c 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. Z n Z F- J L_L C W 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 I— U) m c BARS & 3 MIN. COVER TO EDGE OF CONC. W J U) 6= }: 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. 0 0 U D = 0 Q " 3 a WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. a Z Z F- 3 2 W a BARS & 3" MIN. COVER TO EDGE OF CONC. ,,•,,,, O Q W Y 0 42"x42"x12" dp w/#5's EQUALLY SPACED EA. U U Q W d 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Q O BARS & 3 MIN, COVER TO EOE OF CONC. ,,�+ W Q "� ZOWM � 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. 0 W0 0 o WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. Ca J D BARS & 3" MIN. COVER TO EDGE OF CONC. 16'-0" I--- F— 14'-0" 48"x48"x12" dpw/#5's EQUALLY SPACED EA. CLEARANCE BETWEEN MIN (7) # 5 E.W. 2 A/C t 4 ,? 13'-4" 8" W PAD W O 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. F01 W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z S3 BARS & 3" MIN. COVER TO EDGE OF CONC. I< rrr bo 48"x48"x24" dp vw/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. F - ■ BARS & 3" MIN. COVER TO EDGE OF CONC. o PAVERS 2 - 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN U r- BARS & 3" MIN. COVER TO EDGE OF CONC. W U Z y 0 iso 4.5 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z 0 F01F- U 11 I BARS & 3" MIN. COVER TO EDGE OF CONC. S3 (-)0—� co a- ' -4" i < Q > 54"x54"x24" dp w/#5's EQUALLY SPACED EA, - a WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. (n 0 W BARS & 3" MIN. COVER TO EDGE OF CNC. w = W .j (/) W F01 ■ ■ ■ ■ 2 S3 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U � W (� BARS & 3" MIN, COVER TO EDGE OF CONC. = IF03 Q Z Or S3 S3 I 66"46"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. 53 BARS & 3" MIN. COVER TO EDGE OF CONC.¢ V _ � I ■ I I ■ 0 m Z F07 0 I S3 I in F01 = STRUCTURA.. _ DRAFTING: S3 -STRUCT: DJ I■ QC CHECK: CC JOB No. PSQ-2171954 I SCALE: ■ I I FOUNDATION PLAN I 11/15/17 if I if I0'-0" FIN. FLR. I I I 4" THICK CONC. SLAB W/ I FIBERMESH. OVER 6 MIL VAPOR I ■ BARRIER OVER COMPACTED FILL. I� v ■ o I I � co S3 I� I 00 ❑0 n IL__J I l ( ■ 00 ii I ■ I F03 S3 F01 I I S3 (-)0'-4" T ifi10iF03 S36 a U- � S3 UN 3'-8" a=====iCONC. 15'-0" fF PAD ------- i F1 F05 I ■ ■ 53 S3Lj F01 F11 I ■ 18',8'. I I S3 S3 --�I °° ' _ i F01 I N N I li S3 i PAVERS rn L J co _o 4 S3 I- I b ■ I �`` °° F02 Zo FL co ■ -j■ I - IF13 ■■■ ■ �.... I S3 ) 4 - 2 LOL DO DO 16-0" D 1'4" 8" 81-411 11-81, 19'-4" 10'-8" 30'-0" 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. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN, 6" AND SEALED. - 2, PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1 AxW1.4 WELDED WIRE MESH PLACED AT MID DEPTH ON 6 MIL, VAPOR BARRIER ON COMPACTED FILL 0 (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. O .j U- 3. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM w ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". U- 0 0 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR W RECESSING DOOR SILLS. ZO z & EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. V5 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 CL SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) a CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE LL (� THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. (n W 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY O 0 COMMUNITY & COUNTY CODES._ -- 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE W AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION.a' ��® Uj M 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 0 ®••° o®®®®�®d DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O ��+o �� W DETERMINE STEP LOCATIONS IF REQUIRED L] �� U- o Y Z 1.1. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Q ®W co U AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD ®VCS FOOTING STEP DOWN AND CORNER INFORMATION. �� •.'% r j �e Q 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE d ♦ d� ®®O000•oo®•®®® �� °� SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO DE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTIONU ®�®�®®/®�® 00 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER O COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE U) PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL 0 O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. • r�r SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, O O COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS a p Jf d DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). U C) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS W o BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 MM z PSF. U Q w OU r- 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO o DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE F- W • Z STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND U ❑ O Opti FOOTING SIZES PENDING DEPTH OF STEMWALL. Q W G9s�S1 U FOOTING SCHEDULE 0 N O� -- O 12"x12 x12" dp w/#5's EQUALLY SPACED EA. O Z 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. O Q BARS & 3" MIN. COVER TO EDGE OF CONC. U h - W23 O 12"x24"x12" dp wl #5's EQUALLY SPACED EA. W 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN 24 SIDE @3 O.C. &MIN w (3) #5 PARALLEL TO 12" 2 BARS & 3" MIN. COVER TO EDGE OF CONC-LOSIDE 6'" O.C. M- 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. a O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E,W. U BARS & 3" MIN. COVER TO EDGE OF CONC. LU (D z 28"x28"x12" dp w/ #5"s EQUALLY SPACED EA. U Z 0 r co 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q p (n U BARS & 3" MIN. COVER TO EDGE OF CONC. ©=� Z W W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 0 00 U) Z 0 co ti E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U 06 �W, Z cn ti rn 8 BARS & 3" MIN. COVER TO EDGE OF CONC. Q ...j O' Q O p cc j � c 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. Z n Z F- J L_L C W 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 I— U) m c BARS & 3 MIN. COVER TO EDGE OF CONC. W J U) 6= }: 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. 0 0 U D = 0 Q " 3 a WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. a Z Z F- 3 2 W a BARS & 3" MIN. COVER TO EDGE OF CONC. ,,•,,,, O Q W Y 0 42"x42"x12" dp w/#5's EQUALLY SPACED EA. U U Q W d 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Q O BARS & 3 MIN, COVER TO EOE OF CONC. ,,�+ W Q "� ZOWM � 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. 0 W0 0 o WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. Ca J D 1/4 =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, duplications, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p y BARS & 3" MIN. COVER TO EDGE OF CONC. Z I--- F— z 48"x48"x12" dpw/#5's EQUALLY SPACED EA. CLEARANCE BETWEEN MIN (7) # 5 E.W. 2 t 4 ,? WAY MIN. 2" HORIZ. W BARS & 3" MIN. COVER TO EDGE OF CONC. W O 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. (D W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z = BARS & 3" MIN. COVER TO EDGE OF CONC. I< 48"x48"x24" dp vw/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. F - BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q BARS & 3" MIN. COVER TO EDGE OF CONC. W Z y 0 O -j 4.5 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z 0 U 11 BARS & 3" MIN. COVER TO EDGE OF CONC. i < Q > 54"x54"x24" dp w/#5's EQUALLY SPACED EA, 0� WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. (n 0 W BARS & 3" MIN. COVER TO EDGE OF CNC. w = W .j (/) W 60"x60"x16" dp w/#5's EQUALLY SPACED EA. _ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U � W (� BARS & 3" MIN, COVER TO EDGE OF CONC. = Q Z Or 66"46"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC.¢ V 0 w 0 m Z W = STRUCTURA.. _ DRAFTING: -STRUCT: DJ QC CHECK: CC JOB No. PSQ-2171954 SCALE: AS INDICATED FOUNDATION PLAN DATE: -- 11/15/17 if I if 1/4 =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, duplications, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. p y 1. 11,.- , I:I' III ] I L I', I III 1. ,.L 1 II 1'-2" 3'-8" a 6'-4" T-8" 1'-2" 1214" 1'-4" Q w U- a, ■ ■ On ■ ■ ■■ v w Ur� U F- 025 Op I U) v w� F -o J ►,- O o CL 2'-0" 8'-8" 3'4" cfl Z nrM. ■ ■ W -j01 Om — - ■ ■ ■ U Q odwZf=� chi — Z fes- C� F-v :5Cm" (�QOD� c Z W LU Z U f-- ;> 0 u- a r 0 `mei O ��®o® o®�`%�j� 0. orp Y o JQW0 8 Z m W-: =O>CU (n00`-- <WZDZZEO w w ®; a �o OXaw�4O z —� 0 LL LU Q rr ll V 0 ir) o O ©f�� ■ o 0 J O 00 N �3J ■ WU Z_ F- J O Z 0 0 W p =. W cm U''�` W �h 0 37g ch a a Ili Z Z J 0 U)ow ■ ---------� 1 - � I1 II _ WUj II 'I I n p i 0 t/':�) 11 O I I 01 1 a z '� �-/ oll O011 1 1 ■ 00 11 II 1I ■ U Cy J O LU n Q 00 D w CL f===-=�--------- a = STRUCTURAL � 1 L--------------- J 1 L ------------J M 1 ■ ■ Q? (V ------------, I r- -- --, 1 1'-2" T-8" It 1! 11 II 1 L J 1 0? ■ 2'-10" 1'-2" ■ 52.1 ('rJ o ■ ■ m 1._8.. 16'_0"1 ��8" 1'-4" T-4" 2'-0" SYMBOLS LEGEND W ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 Q CONT. FTG, TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60#5 Q CONT. FTG. TO TIE BEAM. iY O 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. tai w �► INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. ~ GRADE 60 #5 CONT. FT.G TO TIE BEAM. p Z Z 0 v) O > W IZ a o w p • Q w U- a, Z N O O O w Ur� U F- 025 Op I U) w� F -o J O O ;' U CL w0 ZZ Q Z nrM. ©� W -j01 Om — - U Q odwZf=� chi — Z fes- C� F-v :5Cm" (�QOD� c Z W LU Z U f-- ;> 0 u- a r 0 `mei O ��®o® o®�`%�j� 0. orp Y o JQW0 8 Z �® LL ti® J Z W-: =O>CU (n00`-- <WZDZZEO w w ®; a �o OXaw�4O z —� 0 LL LU Q rr ll V U) O o O ©f�� ~o�M o 0 o 0 J O 00 N �3J WU Z_ F- J O Z 0 U Q f-- a o w p • Q w U- Z N O O O U F- 025 Op I w� F -o J ;' U CL w0 ZZ Z nrM. ©� W -j01 Om W U Q odwZf=� chi — Z fes- C� F-v :5Cm" (�QOD� c Z W Z U f-- ;> 0 u- w JQW0 8 O a =O>CU (n00`-- <WZDZZEO OXaw�4O z —� LL LU Q CL a ~o�M o 0 o 0 J _J w Z_ W p =. W U''�` W 0 a a Ili Z Z J 0 U)ow _ WUj LU wWw�, a z '� U Cy J LU n w CL = STRUCTURAL ENG: MCD DRAFTING: -STRUCT: DJ rnRCN HECK: CC o. PSQ-2171954 SCALE: AS INDICATED DOWEL PLACEMENT PLAN DATE 11,15,17 1/411=11-011 S201A 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. (1) #5 FROM FTG. TO BOND BEAM IN FULLY alb, FILLED CELL PER PLAN GROUTED CELL. 4.. ABOVE - WALL SPLICE TO BE MIN. 30" o cn F= (2) #5 BARS @ TOP ANCHOR TO HAVE MIN. z WHEN MONO DEPTH MASONRY WALL OPTIONAL CURB BY EXCEEDS 26". IF SEE PLAN FINISH FLOOR DEPTH IS LESS THAN CONCRETE SLAB PER FOUNDATION PLAN 26", THESE BARS ARE FOUNDATION PLAN '�� NOT REQUIRED #3 STIRRUPS @ (1) #5 CONT. W/ 1-1/2" W M 48" O.C. WHEN „ COVER TYP. Z it d� BUILDER- CONCRETE MONO DEPTH° CONCRETE SLAB PER W EL ° ° I � a � FOUNDATION PLAN LXX EXCEEDS 26„, IF = 00 —III — ' q ..IIa • I a GRADE z GRADE DEPTH IS LESS a 1 11- ._._.. 1 - CONT. BARS. MAINTAIN COVER TYP. CLEAN COMPACTED I ISI I I THAN 26” 1 iI ' 111= I 009 #5 LOOP TIE (TYP.) THESE BARS --_ ` (— I16 MIN, CLEAN COMPACTED I °a°�' • I I ' BEND EACH CONT. #5 c i I=1 411 8" ARE NOT REQ'D °D wl 11 ( I—� AF1`THICKENED EDGE @ GARAGE DOOR — 111- -1 I — (2) 115 BARS @ TOP 6FO9 TYPICAL STEP FOOTING DETAIL (2) #5 BARS CONT. I 1 I I= (=1 DATE: W/ 3" COVER TYP. FOR; CONT. CLEAN COMPACTED 8" 1'-4" FILL @ 95% STANDARD FOUINDATION PVC SLEEVE MAX DENSITY ALL REINFORCEMENT SHALL S3 MAINTAIN 3" CLEAR TO 1 — WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS _ ANY FACE EXPOSED TO DEPTH IS LESS THAN 1= WEATHER 26", THESE 6FO TYPICAL EXTERIOR FOOTING NOT REQUIREDSARE O.C. WHEN MONO 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE CLEAN COMPACTED 2x P.T. BASE PLATE FILL @ 95% STANDARD DENSITY CONC. SLAB PER FOUNDATION PLAN _ Z .111=1 I I_ ...I I I � � �''� I• ' � + � ° � � 1=1 I I I I , I I �� -1 I—� I=1 I I—r A— I 1=1 11=1 1111 111 I III , (2) #5 BARS CONT. W/ I I 1-111 (11=111=I 3" COVER TYP. 8" 8" 8" 8" WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING NOTE: AT FRENCH DOOR LOCATIONS. CONTRACTOR TO VERIFY WITH DOOR MANUR FOR REQUIRED RECESS d THRESHOLD PER MANUFACTURER'S 3/4"=1'-0" U) W U W M �'�-- SLOPE THRESHOLD PER MFR'S. SPECIFICATIONS EXTEND SLAB OUT 1 1/2" AT SPECIFICATIONS FRONT ENTRY DOOR & GARAGE ENTRY SWING DOOR CONC. SLAB PER w FOUNDATION PLAN W g M SLOPE PER DOOR MANUFACTURER SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED F1 EXTERIOR DOOR POURED SILL 3/4"=1'-0" ...,.COPYRIGHT MCD 2015: The information contained in this do( (1) #5 FROM FTG. TO BOND BEAM IN FULLY a i�' MASONRY WALL GROUTED CELL. SEE PLAN SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP WHEN MONO DEPTH CONC. SLAB PER W EXCEEDS 26". IF M [r ti DEPTH IS LESS THAN n FOUNDATION PLAN CONCRETE SLAB PER > 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED w VARIES Q SEE PLANa 4;;4 4 80 #3 STIRRUPS @ _ — I _ Aa . I o. 4 �I° GRADE z d - - z dO -I� 48" O.C. WHEN °0 1 = I — P° ° a 4, .4 MONO DEPTH I I_ f . < .. -�I I co a 11— _ 11— 1= EXCEEDS 26", IF I I -=I DEPTH IS LESS co I— 11=1 I °�,I1-1 8 6 THAN 26" III 11 "- '- -. —_ — (1) #5 BAR CONT. THESE BARS ARE NOT REQ'D I 1 = — CLEAN COMPACTED W/ 3" COVER TYP. — I I— I FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. DENSITY W/ 3 COVER TYP. FILL @ 95% STANDARD DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WEATHER FO TYPICAL GARAGE CURB FOOTING AFO�NON-BEARING SLAB STEP DOWN 3/4"=1'-0" (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 30" GROUT CELL SOLID SEE PLAN FOR SHOWER SIZE 3/4"=1'-0" I FILLED CELL PER PLAN 0 4.. ABOVE - WALL o cn F= GARAGE ANCHOR TO HAVE MIN. z ,,,� Its OPTIONAL CURB BY e' d a TOP VIEW @ CORNER FINISH FLOOR CONC. SLAB PER MIN 5" FOUNDATION PLAN BUILDER CURB 18" BEYOND M (1) #5 CONT. W/ 1-1/2" W M CONC. SLAB PER „ COVER TYP. Z it d� BUILDER- CONCRETE �qm____ 'IST CONCRETE SLAB PER W EL FOUNDATION PLAN • . �d d Q d , a. FOUNDATION PLAN LXX 4: 1 °. I VERIFY PLAN DETAILS °0 ° o . ,..: ° .'< "'` OWE up ° 44.. ' GRADE d'-_ ° .d,, .d . a 1 11- ._._.. 1 - CONT. BARS. MAINTAIN COVER TYP. CLEAN COMPACTED • • d �° ISI I I 1 �_�_ " " I 8141171 X I FILL @ 95% STANDARD #5 LOOP TIE (TYP.) -16 MIN. ` f° .. a' n I16 MIN, CLEAN COMPACTED 1 IIII I I ' BEND EACH CONT. #5 c i I=1 411 8" I..�; DENSITY I—� AF1`THICKENED EDGE @ GARAGE DOOR — — -1 I — (2) 115 BARS @ TOP 6FO9 TYPICAL STEP FOOTING DETAIL AF04'�DOUBLE STEP FOOTING DATE: 11/15/17 FOR; CONT. — FOUNDATION BELOW z FOUINDATION PVC SLEEVE MAX - WHEN MONO DEPTH S3 INFORMATION 1 — � — EXCEEDS 26". IF _ FOOTING PER PLAN DEPTH IS LESS THAN 1= .4. ; Q I_-' 26", THESE #3 STIRRUPS@ 48" NOT REQUIREDSARE O.C. WHEN MONO i _1 I=1 I CLEAN COMPACTED DEPTH EXCEEDS 26", FRONT VIEW ( ) (2) #5 BARS CONT. IF DEPTH IS LESS FILL @ 95% STANDARD W/ 3" COVER TYP. THAN 26" THESE BARS MAIC 6" DIA. ARE NOT REQ'D 4FO)\FOOTING SHOWER AT MASONRY 3/4"=1'-0" CONC. SLAB PER FOUNDATION PLAN 3/4"=1'-0" 8"x12" THICKENED SL AR UNI/ 11 L #5 TONT THICKENED EDGE CLEAN COMPACTED FILL @ '95% STANDARD DENSITY IF BEARING WALL FILLED CELL PER PLAN P a O 4.. ABOVE - WALL o cn F= GARAGE ANCHOR TO HAVE MIN. FINISH PER ELEV: ,,,� Its 7" EMBEDMENT BELOW e' d a TOP VIEW @ CORNER FINISH FLOOR CONC. SLAB PER MIN 5" FOUNDATION PLAN GARAGE WALL CURB W BEYOND 0 (1) #5 CONT. W/ 1-1/2" W M DRIVEWAY BY „ COVER TYP. Z it d� BUILDER- CONCRETE �qm____ 'IST CONCRETE SLAB PER W EL OR PAVERS • . �d d Q d , a. FOUNDATION PLAN LXX j' °. I VERIFY PLAN DETAILS °0 ° o . ,..: ° .'< "'` OWE up ° 44.. ' - FOR REQUIRED #5 4 .4 , STRUCTURAL ENG: MCD DRAFTING: - CONT. BARS. MAINTAIN COVER TYP. CLEAN COMPACTED • • d �° —1 d 744 q •. •. ffl==L7, 1-1 1 I I—I 1 1-1 I FILL @ 95% STANDARD #5 LOOP TIE (TYP.) -16 MIN. ` 3" COVER TYP. I16 MIN, CLEAN COMPACTED VERIFY PLAN DETAILS III -1 I I=1 I I=1 I I ' BEND EACH CONT. #5 DENSITY FILL @ 95% STANDARD 8" x 8" THICKENED 411 8" EDGE W/ (1) #5 CONT. DENSITY W/ 3" COVER, TYP. AF1`THICKENED EDGE @ GARAGE DOOR U 3/4"=1'-0" :ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI CONC. SLAB PER FOUNDATION PLAN 3/4"=1'-0" 8"x12" THICKENED SL AR UNI/ 11 L #5 TONT THICKENED EDGE CLEAN COMPACTED FILL @ '95% STANDARD DENSITY 3/4"=1'-0" NOTE TO CONTRACTOR, ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE INTO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. a z IF BEARING WALL ANOTHER STEP P a O 8" CMU - ABOVE - WALL o cn F= W ANCHOR TO HAVE MIN. FINISH PER ELEV: ,,,� Its 7" EMBEDMENT BELOW e' d a FINISH FLOOR LOWEST STEP OF MIN 5" Z a d ,.. �: CURB W 0 (1) #5 CONT. W/ 1-1/2" W M In ad CONC. SLAB OR 4 COVER TYP. Z it d� °°I o. - CONCRETE SLAB PER W EL p FOUNDATION PLAN LXX j' °. I VERIFY PLAN DETAILS 4•' ° o . ,..: ° .'< "'` OWE up ° 44.. ' - FOR REQUIRED #5 4 .4 , STRUCTURAL ENG: MCD DRAFTING: - CONT. BARS. MAINTAIN COVER TYP. ° a • _ = 111-_....1 I I --I I i - • • d �° —1 d 744 q •. •. ffl==L7, IiIIII 8.. ,11�;,I-11,;,111- 161' 4" 01 T III (2) #5 BARS CONT. W/ #5 LOOP TIE (TYP.) -16 MIN. ` 3" COVER TYP. I16 MIN, CLEAN COMPACTED VERIFY PLAN DETAILS III -1 I I=1 I I=1 I I ' BEND EACH CONT. #5 FOR REQUIRED #5 FILL @ 95% STANDARD CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. DENSITY SO GYP FINISH IS FLUSH W/ WHERE 2ND STORY OCCURS, FTG U DETAIL MD08 ON SHALL BE 1'-4" WIDE W/(3) #5 BARS 6FO9 TYPICAL STEP FOOTING DETAIL AF04'�DOUBLE STEP FOOTING DATE: 3/4"=1'-0" NOTE TO CONTRACTOR, ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE INTO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. a z ANOTHER STEP P a O 8" CMU - o cn F= W FINISH PER ELEV: ,,,� Its e' d a FINISH FLOOR 4.. O W z 0) Z a d ,.. �: d °d d. /.:..w:.......� w W 0 44 In ad CONC. SLAB OR 4 �� U) vJ d� °°I o. - a p LXX j' °. I VERIFY PLAN DETAILS w o . ,..: ° .'< "'` OWE up ° 44.. ' - FOR REQUIRED #5 W""�' f STRUCTURAL ENG: MCD DRAFTING: - CONT. BARS. MAINTAIN COVER TYP. ° a • _ = 111-_....1 I I --I I i - • • d �° A . 1=1 MAX, 4" -STRUCT: PENETRATING T III a • d ,. #5 LOOP TIE (TYP.) -16 MIN. ` O I16 MIN, d VERIFY PLAN DETAILS III -1 I I=1 I I=1 I I ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. SO GYP FINISH IS FLUSH W/ BAR. LAP REBAR PER U DETAIL MD08 ON FOUINDATION PLAN LINTEL PLAN 6FO9 TYPICAL STEP FOOTING DETAIL CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION ;111 I I0 I =_I I ►- -1 I I ISI �-- - — _ i = ° °• — I—I °' 1TO PLAN SEE FDN, (PIPE PARALLEL TO FND ;I 1= I—III=III= 1—I I1-F-FOUNDATION CONT. T I I PLAN FOR I i I� FOUNDATION SIZE & REINF. INFORMATION F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0" SIGN, OF WMR & ASSOCIATES, LLC.. Any use, duplicatiorn, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DE W 8" G.M.U. FINISH PER 8" CMU - ELE'V. W FINISH PER ELEV: ,,,� Its FOOTING PER MF08 ONa e 4 d 4' FINISH FLOOR CONC. SLAB PER 0) Z THIS SHEET BEYOND ° W 0 44 FOUNDATION PLAN ad CONC. SLAB OR 4 �� U) vJ z v) LU AA X 111 `-r 44 PAVERS PER PLAN PIS. �' °' a' LXX FINISH FLOOR ° 44.. ' PENETRATING PIPE f STRUCTURAL ENG: MCD DRAFTING: � ° a • _ = 111-_....1 I I --I I i - • • d �° A . 1=1 MAX, 4" -STRUCT: PENETRATING T III a • d ,. #5 LOOP TIE (TYP.) HOLD BRG WALL BACK a' < 4 ' '. �d 'a PIPE. MAX 4" O d I— d . a GRADE "' g .;.••,' .;''� r REF ER TO— ' I i `� SO GYP FINISH IS FLUSH W/ PLAN AND BEARING U °.; FOUINDATION PLAN DENSITY 1 d as h DATE: 11/15/17 FOR; CONT. — FOUNDATION BELOW z FOUINDATION PVC SLEEVE MAX - S3 INFORMATION 6" DIAMETER � — FOOTING PER PLAN M g 1= .4. ; Q I_-' FOOTING PER PLAN i _1 I=1 I CLEAN COMPACTED FRONT VIEW ( ) PVC SLEEVE LO? FILL @ 95% STANDARD MAIC 6" DIA. (SIDE VIEW) DENSITY CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION ;111 I I0 I =_I I ►- -1 I I ISI �-- - — _ i = ° °• — I—I °' 1TO PLAN SEE FDN, (PIPE PARALLEL TO FND ;I 1= I—III=III= 1—I I1-F-FOUNDATION CONT. T I I PLAN FOR I i I� FOUNDATION SIZE & REINF. INFORMATION F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0" SIGN, OF WMR & ASSOCIATES, LLC.. Any use, duplicatiorn, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DE W THICKENED EDGE �. a W Z ,,,� Its FOOTING PER MF08 ONa e 4 d 4' Q w 0) Z THIS SHEET BEYOND ° W 0 44 ad CONC. SLAB OR 4 �� U) vJ v) LU AA X 111 `-r 44 PAVERS PER PLAN PIS. �' °' a' LXX ° 44.. ' f STRUCTURAL ENG: MCD DRAFTING: -- - ° a • _ = 111-_....1 I I --I I i - d ''� ° .o .... d d .; SEE FOUNDATION FOR I A . 1=1 Iz -STRUCT: DJ _ �.. �° a' PAD SIZE :�: a III i HOLD BRG WALL BACK 2x BRG WALL PER O d I— o _ _ FILL @ 95% STANDARD n ' a' �`'�' ' I i `� SO GYP FINISH IS FLUSH W/ PLAN AND BEARING U SCALE: — W AS INDICATED DENSITY 1 d as h DATE: 11/15/17 AF1'kFOOTING @ ENTRY MASONRY COLUMN FOUNDATION BELOW WALL SCHEDULE S3 ;SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONC. SLAB PER FOUNDATION PLAN I I O N wm Z O Z j 2x P.T. BASE PLATE O I > a W `✓ z O W W (2) #5 BARS CONT. W/ 6" 8" 8" 10"' ,�°�� 40®' W m ��r�� 3" COVER TYP. O �. a00 CLEAN COMPACTED © ®��` LU +�- ��°�; J Z FILL @ 95% STANDARD Q WHERE 2ND STORY OCCURS, FTG DENSITY®U C ®'% z ►- O® Z p -I SHALL BE V-4" WIDE W/(3) #5 BARS W s ®® • ° !� W CL FO BEARING SLAB STEP DOWN _® P;�®`®®® U 3/4"=1'-0" U. W Z O Xy) U) ( L Q OO O IY W Z VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS 1 Z �510�4 Q• LL L �y9 .'.a�"� d. .'74... O O N j 0� Q �. O rte+ ° #5 CONT. U d•° .; I°d. I.JLu5 REINFORCEMENT SEE _LO 0 FOUNDATION PLAN LU a "° a �: d. FOR QUANTITY LO a 90 -DEGREE #5 HOOK O AA J d 4:0 a �•_ ' ° ° ° .• BARS AT CORNER, OR w z 4 a 4 .. d ° ° ° I' BEND CONTINUOUS #5 BARS AROUND U Z Z -- O �, �,� a d . ° d ° . a °� W J d 4 : . • ° CORNER. LAP REBAR PER DETAIL MD08 ON m W LU D O _ E d a da d. a' e_ .� d .� . .r.. a LINTEL PLAN O ° (n Z � ti Z Z O H ti..,, W O J Q' -'-n> 0 050to< 0 ZQ�zwz _R E Z < W IL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) o Q0 z o WLO J W Z Z 9 k- O W = I- W U............ LU z Z H w W H 00 WOOD POST PER PLAN O t' FOR SIZE AND BASE CONNECTION Z O TOP COURSE TO BE Z O ., CHAIR BLOCKS. W> 11 ENTIRE BASE TO BE w O 2 � � FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 � = W VERTICAL @ EA. J CORNER. SEE PLAN U LU W FOR BASE SIZE; BARS Z TO TIE INTO EXT. FTG. BY TIE IN OR EPDXY a d' d. ° a �° ° = CONNECTION �' °' 'I O F- � Q' THICKENED EDGE �. a W Z ,,,� Its FOOTING PER MF08 ONa e 4 d 4' w 0) Z THIS SHEET BEYOND ° W 0 44 ad CONC. SLAB OR 4 �� U) vJ v) LU AA X 111 `-r 44 PAVERS PER PLAN PIS. �' °' a' LXX ° 44.. ' f STRUCTURAL ENG: MCD DRAFTING: -- - ° a • _ = 111-_....1 I I --I I i - d ''� ° .o .... d d .; SEE FOUNDATION FOR I A . 1=1 Iz -STRUCT: DJ _ �.. �° a' PAD SIZE :�: a III i QC CHECK CC d . ° CLEAN COMPACTED —I I ' °.�* �.a d I— o _ _ FILL @ 95% STANDARD n ' a' �`'�' ' I i `� Job No p_SQ-2171954 SCALE: — W AS INDICATED DENSITY 1 d as h DATE: 11/15/17 AF1'kFOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" S3 ;SIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN APPROVED LINTEL MANUFACTURERS: W THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL ~ WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL 0 PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) STANDARD LINTELSSTANDARD- - -- SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS TYPICAL TRUSS ANCHOR PER PLAN CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32-IB/8F32-OB LIN CORNER AS REQ'D INDICATED IN -- — PROVIDE SCREEN WHEN BLOCK BELOW 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 /10000 1 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED TO BE FILLED 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY HOOKED INTO MD08 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 SIDE VERTICALS ' STANDARD 90 DEGREE HOOK 2'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 OPENINGS. U.N.O. X. ° 'a° ° . ° ° 4 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 R IN. 4 NOMINAL BEA EA. END. ALL RECESS LINTELS T • °'. _a'� 4: ° .. . ° � • ° „ „ STANDARD L 3 ALL STA LINTELS TO HAVE M OMIN RING A ED O °-. ° 4 . •- — ri TYP. BOND BEAM 8 x 8 x 16 K.O. 3'-4" 1006 1663 / 1349 5365 / 1999 7342/3123 10000 / 4249 HAVE MIN. 8 BEARING EA. END .` 6- '""" �' `': a:"' "`: _ W LINTEL BLOCK FILL w/3000 si CONC. w/ ° ° ° �- p 4'-0" 860 1651/1349 5365/1999 7342/3123 10000 / 4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN ° a ° ' (1) #5 DIA, REBAR ° a, L�A ° 4'-6" 710 1423/1105 4360/163 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT a O 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. Z IX Lu W z 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 a - 0 o W 5. -- ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD LL 5 7'-0" 416 752/699 699 1843/1625 3486/2602 6390/3302 ( ) N - W (n a CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS F— I a I IJ'a I a M (� b W 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 IZ a. BOTTOM STEEL IN LINTEL IF I' " m W ADEQUATE FOR THE LOADS. ° °' � � 91-211 315 618/535 1533/1247 2781/1946 4754/2489 � INDICATE - SHOULD HOOK INTO 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS U z ° VERTICAL CELLS PER MD08 ° .4 ° " 4° „ SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY � 10 -8 277 492/352 1254/1132 .2193/1567 3552/2003 `" WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. CL ROUGH OPENING PER PLAN �.'I. -- --r a 11'-2'" 255 471/352 1075/1075 1838/1567 2883/2003 W 12'-0" 239 418/297 1075/1045 1838/1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL STD. 90 DEGREE ANGLE 3000 psi 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS aI �° I ° I'1. CONC. w/ (1) #5 DIA. REBAR 13'-4"' 0 328/0 1234/0 1779/0 2662/0 W CD A 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS z 1' II ° 8 x 8 x 16 CMU U.N.O. 16-01' 0 2841.0 950/0 1379/0 1997/0 a m , a a 6.� '' 18'-0" 0 211/0 750/0 1177/0 1676/0 1. f PRECAST LINTELS = 3500 PSI. INDICATES FILLED CELL FROM FTG. TO TIE 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. M� M11#y M O a BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE g m+�°+� #�®� w d " I 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. a MD08 FOR LAP INFO. 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 �� ®®•®«.««®®®® ` U, � e 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/MINIMUM NET AREA COMPRESSIVE « « �/ ° ° PROVIDE CLEAN OUT OPENING @ GROUT22'`� • ® ° FILLED CELL AND REBAR (TYP). MORTAR -8 0 824 / 0 ®� • �,Z Y Q STRENGTH = 1900 PSI. �i'® •. �...� Z NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT RECESSED LINTELS -FILLED .Z • JOINTS SHOULD NOT BE CUT 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW ; W o a ' a CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. • V ® Q "� a -_..._. SEE FOUNDATION FOR FOOTING 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 Z� �j ' e `r a 2'-8" 1425/1425 3343/3280 4933/4933 '' «• ® COz LINTEL DESIGNATION SCHEDULE d •• • 0 a ' �' n ' ' I • . ' • ' I' .Q • 3'-0" 1230/1230 2769/2769 4085/4085 '�®t� •®•�««««®®° � O °� 3'-4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT 4'-4" 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED R = RECESSED I . ° 551-4" 664/572 1761/1761 2595/2595 •. ° 6'-4" 526/434 1539/1539 1329/2267 QUANTITY OF #5 REBAR @ O 8RF6-0B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY rr ll 7'-4" 480/322 1334/1334 1964/1552 V O 81-4" 415/235 1152/1152 1694 / 1552 O 8F8-0B/1T - QUANTITY OF #5 REBAR AT TOP wU �01�� M AD06 TYPICAL MASONRY CONSTRUCTION c 8RF14-16/1T NOMINAL HEIGHT ,. IL N SCALE: 3/4" _ V -O" 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER U �3J o 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. $F16-1B/1T Z 0 TYPE DESIGNATION o E 8RF14-OB/1T Q p WALL LEGEND O 8F16-0B/1T 1-1/2" CLEAR W z SEE PLAN FOR TOP OF WALL AND LINTEL INFO y 4 4y •, O 8F20-1B/1T . T - 9'-4" T.O.M. _ Q W Q z�q4 U ,..; 10,_0„ T 0 w� AR OP MI EQ'D SEED W - INTERIOR/EXTERIOR � #5 REB ATT N (1) R PLAN FOR FILLED CELL ...' : .:... , . , • .. BEARING WALL (OR LINTEL O 8F20-OB/1T V . � V ' :.LINTEL PER PLAN INFO. MIN. (1) IS REQ'D M. z r ,-„ ° N IF REFERENCED ON SHEET ¢ `� C.M.U. a o ... Q -. .:.. .� .. ..: "'' ON EITHER SIDE OF = 11 4 T,O.M. S4). VERIFY HEIGHT W/ 8RF22-16/1T GROUT r7LOZ OPENING U.N.O. 3'-0`' 3'-0" 12'-13" =HATCH INDICATES ARCHITECTURAL PLANS ,n O ° U.N.O. K 8F24-1B/1T ? #5 REBAR AT BOTTOM OF LINTEL _ TRANSOM OPENING .'; ' ;�.; ,' KNEEWALL, TOP @ 11-4 O io CAVITY r - — ;•:. (2) 2X8 SYP #2 P.T. WOOD HEADER •;. .:.. a .. WF01/SD3 ~ TURNED SIDEWAYS. ATTACH (2) 2X8 0 BOTTOM REINFORCING PROVIDED W / \ E D L 8RF22-OB/1T 7-5/8* ACTUAL IN LINTEL (VARIES) FRAME INFILL AROUND '., SYP #2 P.T. HEADER TO MASONRY O O O �~..� WINDOW BY BUILDER WALL W/ SIMPSON HU28-2 OR HUC28-2 - "^ 8F24-OB/1T 8 NOMINAL WIDTH W O m 8'-0" SEE WF01/SO2 FOR HANGER @ EA. END. USING (14)1/4" i0 O FILLED /N 8RF30-16/1T MORE INFO DIA. X 2-3/4" TAPCONS OR EQUAL INTO MASONRY & (6) 10d NAILS INTO O z Z *.. HEADER. NAIL EACH PLY AND EACH P 8F32-1B/1T 1-1/2" CLEAR Z V I� M L HEADER PLY W/ (2) -ROWS D O. LU ADDITIONAL U .; O O 8RF30-OB/1T �� = W � °' i . • 10d NAILS STAGGERED @ 6" O.C. AND ¢ W pp D U E MIN 2 FROM ENDS. O �M O U = #5 REBAR AT TOP MIN. (1) REQ'D 06 w z v s 8F32 -0B/1T H z ti z C.M.U. (� ¢ O ci M �:. REFER TO DESIGN PLANS FOR b Q O Z Z d~> LL J T 8F38-1B/1T g O � co REQUIRED IN -FILL FRAMING - DOOR OR WINDOW OPENING ;' DIMENSIONS (2) 0 c o 8F40 -1 B/1T`�---�i` BOTTOM REINFORCING PROVIDED Z Q= z W z E MAX 4'-0" O m 7-5/8° ACTUAL IN LINTEL (VARIES) — O W¢ W Y O 8F28 -1 B/1T $" NOMINAL WIDTH J Q Q � `5 a 10 Z 0 8F40 -0B/1T UNFILLED ¢ a. Z o w o fiDO- LINTEL W/ TRANSOM DETAIL M O � --� 2 L0 CO W LU ih a 1-1/2" CLEAR W zw TO REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) a o #5 REBAR AT TOP MIN. (1) REQ'D W 0 o z_ w TOP KNOCK OUT/ LINTEL BLOCK (n ..,,.I GRADE 40 GRADE 60 O 9 c~n O � w � COURSE BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE - ~ X � jA m ¢ �. #5 REBAR AT BOTTOM MIN. (1) ~ h "All 111311 l! 15 2 /1' l4 4 10/4. 9`1.//4 18 �`- c� ' :. ' • REQ'D r #3 17/8 41/4 7 I—-�-----------*' 16 GA. POWERS STEEL BOXED I-- p #4 21/2 55/8 91/2 20 3 5 5/8 121/2 24 O z 7-5/8" ACTUAL LINTEL Q j '�- � 8" NOMINAL WIDTH 0 J #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 #6 33/4 81/16 14 30 41/2 81/16 181/2 36 POWERS STEEL W h;, � #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 42 b 0o O DO F d Cj �" Q N s4 r SAFE LOAD TABLE NOTES w w 3'-0" _ .J U) M p 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED W W 21_011 F" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2", SAFE LOADS FOR ALL - a "--- OK RECESSED LINTELS BASED ON 4" NOMINAL BEARING. CL z e' 7 MIN. O `t 2. 0 = NOT RATED. F—CyQ p `_' F 11'-4" 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. V _ O w , A' 4 SAFELOADS BASEDON GRADE 40 GRADE -60 MAY OE USED WITHOUT WRITTEN APPROVAL FRO ° rn h T.O.M. M EOR o ° ° .a° #3 = 2 %" 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING D O °• - " .° a .. #4 = 2 %Z' O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. a + .. • I . ° - - ° #5 = 2 Y2" 7,-4„ 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 IREBARS IN 8" LINTELS ONLY. 4..: P :Q #6=3„ ° ° a �P - 3 �� MINOK- 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY ' -#7 y z a, s4 CALCULATING NG THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF STRUCTURAL ENG: MCD DRAFTING: ,_„ P q°' . a 16 0 SUPPORT. a ea - 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. -STRUCT: DJ '..: 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT: QC CHECK; CC LAP SPLICE EMBEDDED STANDARD 906 HOOK STANDARD 180° HOOK JOB No. PSQ-2171954 SCALE: AS INDICATED -- DO REBAR SPLICE DETAIL LINTEL PLAN DATE: 11/15/17 SCALE: 3/4” = T-0., Kz��) 1/811=11-011 S4A • Th information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. COPYRIGHT MCD 2015. a Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FRAMING PLAN FOR Uj %%0111111111111 6 1 :10') SPACING , f% CRICKET PER x BY BUILDER 2x SYP#2 BLOCKING W/ (3) 10d TOENAILS EA. END. *r 000 WALL LEGEND 46. -W, Uj Uj 00-4. < z 0 0 d I RR 0 04 C:) 9'-4" T.O.M. INTERIOR/EXTERIOR o 10'-0" T.O.M. BEARING WALL (OR LINTEL < IF REFERENCED ON SHEET 0 11'-4" T.O.M. S4). VERIFY HEIGHT W/ R 0 77J HATCH INDICATES ARCHITECTURAL PLANS 751 1 KNEEWALL, TOP @ 11-4- U.N.O. r U_ 0 WATERPROOFING BY BUILDER 0z 0 Z U5 0 SEE PLAN ROOF SHEATHING, > 0 W 0- NAIL PER PLAN ILIJ 2x SYP#2 BLOCKING 3: U) W/ (3) 10d TOENAILS 0 UJ r) EA. END. PRE-ENGINEERED 11 3: W EXTERIOR SHEATHINGROOF TRUSS WITH ju) NAIL PER PLAN ____ RAISED HEEL- SEE FRAMING PLAN FOR Uj %%0111111111111 6 1 :10') SPACING , f% CRICKET PER x BY BUILDER 2x SYP#2 BLOCKING W/ (3) 10d TOENAILS EA. END. *r 000 46. -W, 00 Uj 00-4. < z 0 0 d I RR 0 04 C:) o 0 AlPRE-ENG.R'OOF L) 2x BRG WALL, SEE U_ PLAN FOR STUD SIZE & TRUSS PER PLAN 0 SPACING. (n SEE PLAN FOR z U Al CONNECTION 0 0 Al Jl Cf) U OSUA� SECTION @ DOUBLE BEARING Uj Al -J 3/411 11-011 W W/ RAISED RAISED HEELS z U > 0 0 z Al X LU co C) uSFr LU L) V_ Al � C14 0 0 z Al ■ 0 z z 0 Al 0 5 J W ■ Uj :r F- Lo Al Uj 0 z ■---------- W < z Al Z A6 CL W -jm W 0 ri t= r7co W E LLJ 8 A7 ozs �_ z C0 1,- 0) o! 0 < (D < NM C z z zoi.-> 0 � L-Ljai El A81 C) P W , r- C Lij jV)WL)>-C) 8 0 :)<00XV M 0 C00=0<-- zzi.-6j no < Z Uj A9 z E ofr<uj�eb U_ U0- LXU - CIL: 2x4 SYP #2 BLOCKING @ 16" z Q O.C. ATTACH EACH END TO 0 LL 0 X LO 7 z W co ---- -------- TRUSSES W/ (3) 12d TOE -NAILS. - - 1AI - 6 U, 0 0 ATTACH BLOCKING TO WALL o BELOW W/ SIMPSON DTC CLIP 2 elk z 0 B 18 LU IcJ3 W B1, W BW2 !< I z a: DO 0 J1 U) SD1 Bi 4 < LO LO /r < 111) 9 131 CJB 0 -3 L) CJA 0 C14 F 0 D 0 3 B ■ z Z B1, 0 CJ3A W 0 �5ow BW2 r ------- Uj > W 11 C2 0 DO 62 ^MA E_@ 24" WWUj J LLJ B3 LU F1 CJ3A L) CJ3AQ0. z CJ5 CJ4 < U) C') CY _j < Cj _j CJA JA < F_ W z ---) CJ31 1 0 W CD Z p, CJ3 Uj U) 0 2 C/) tr) U') Cil Cil 3: F- STRUCTURAL ENG: MCD DRAFTING: LO LO Cl) -STRUCT: DJ QC CHECK: cc JOB No. PSQ-2171954 SCALE: AS INDICATED ROOF FRAMING PLAN DATE: 11/15/17 NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1 /4'1=11_011 S5A —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication,, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAGCAP. STUD LUMBER CONNECTION & FASTENERS UPLIFT BLOCKING TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 4"" 3", w/(6)10d NAILS & (14)4 x2� TAPCONS ON MASONRY: (1) SIMP. MSTAM24 D W O " 1 LL w LL O W p Z O C O SPACING SPECIES TOP BOTTOM (plf) (1)ply 2035 (2)ply 2500 H2x6 (2)2x6 #2 SYP w/" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) BW1 16" SPF (2)12d (2)12d NO MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS E 16d NAILS SYP #2 BUILT UP STUD COLUMN HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME TOENAILS TOENAILS UPLIFT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS BW2 16" SPF SP4 W/(6) SP4 W/(6) 570 plf MID -SPAN F-8 IG 1 Od x 12" NAILS 1 Od x 12" NAILS 3330 3965 H2x10 2)2x10 #2 SYP w/1" FLITCH PLATE 2 ATTACH KING STUD TO HEADER w/(10) 16d NAILS BW3 SP4 W/(6) SP4 W/(6) 570 plf 1rd. PT. HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 16" SPF 10d x 1j" NAILS 10d x 11" NAILS 3 H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS (3) 12d (3) 12d NO FRAME TO CMU 10980 8910 BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN H3.5x5,5 (2)1,75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 ,/� < N j 8x8 SYP #2 POST 16d NAILS BW5 12" SPF SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN 1 Od x 12" NAILS 1 Od x 12' NAILS HEADER TO STUDS 2220 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8} 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf OR 3-1/2"x7" LVL COLUMN, 16d NAILS BW6 12 SPF SP4 W/(6) SP4 W/(6) 760 plf 1 PT. 1235 1235 ATTACH KING STUD TO HEADER w/(10) LVL COLUMN. 1 Od x 12' NAILS 1 Od x 11" NAILS 3rd. H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS STUDS TO BEAM/GT 2980 3455 c T , 5-1/4"x5-1/4"" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN ATTACH KING STUD TO HEADER w/(12) H5.5xl 1.25 (3)1.75"x11.25" LVL 16d NAILS 1300 O 7"x7" LVL COLUMN. 19 HTT4 w/(18) 16d x 22' NAILS w/e' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 YO 3 1/2" X 11 7/8" LVL COLUMN BW8 16" SYP SP4 W/(6) 1„ 10d x 1z NAILS SP4 W/(6) 10d x 12" NAILS 664 If p MID -SPAN 3 2x12 #2 SYP w/ 1" FLITCH O z ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES HEADER SUPPORT SCHEDULE ew9 16" SYP SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 11" NAILS 664 plf 3rd: PT. OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END BW10 12" SYPMID-SPAN (2) 12d (2) 12d NO 23 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST, TOENAILS TOENAILS UPLIFT 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1'-0" TO 3'-1 T" 1 1 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS c STANDARD CONNECTOR NO"T"ES 4x4: ABU44 w/(12)16d NAILS & 1" EPDXY ANCHOR w/MIN: 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT .6x6: ABU66 w/(12)16d NAILS & 4" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) a"EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON I PLANS: CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c, MAX. AND (2) AT EACH GORNER, 5, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. BW11 12" SYP SP4 W/(6) 1„ SP4 W/(6) 1„ 885 plf MID -SPAN IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 2 4'-0" TO T-11" 2 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS, 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d 131 ", x 22"" 10d x 11 NAILS 1Od x 1a NAILS 8'-0" TO V-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 plf 1 PT. �„ 10d x 1� NAILS 1", 10d x 12 NAILS 3rd. 10'-0" TO 12'-0" 3 4 BW1.3 16 SPF SP4 W1(6) 10d x 1 NAILS SP4 W1(6) 1Od x 1-1 NAILS 280 plf MID -SPAN STANDARD HEADER NOTES @ 32"o.c. @ 32"o.c. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D, SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 380 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 10d x 12" NAILS 10d x 1�' NAILS plf MID -SPAN APPROVAL FROM E.O.R. @ 24"o.c. @ 24'b,c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE, ASSUME 2x4 STUDS U.N.O. 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 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 4, NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING & CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 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. REQ'D, NAILS FROM 1 st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS, WF08/SD3, OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6, MID OR a PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 6: IF HEADER IS NOT SPECIFIED CONTACT E.O.R.7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o,c. W/ 7" MIN, EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. ROOF NOTES ARE REQ1D. IF BRG. 8 THEIWAL ON ADITIONAL BASENW7 OR BW10. THESETO WALL IS t DCATED W BW1, BW4, BNO S ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILE/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS ON PLAN. AND AT VOLUME AREA UNLESS NOTED OTHERWISE: STUDS CAN BE 24 O.C. W/ 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 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 12d TOENAILS. COLUMN. 5, ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW, 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, A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED MVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOPPLATEARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. EXT. WALL NAILING SHEATHING. NOTE Ot ROOF Q 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY ROOFS: TRUSSES 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) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 61" ABOVE THE GARAGE. O,C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O,C. AT ALL SUPPORTED EDGES AND 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 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 DETERMINE 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. 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 @ T. O.C. 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 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 BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. 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, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE 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, BUILDER NOTE: STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. HE TRUSS MANUFACTURERS COLUMN SCHEDULE CONNECTOR SCHEDULE <�> (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES SPF(Ib) SYP(lb) O(3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 1Odxl'' NAILS OR BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR MSTA18 % F - Q Q(2}2X8 SPF #2 BUILT UP STUD COLUMN TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 1 F_ HETA20 w/(9) 1 Od x 12" NAILS FRAME TO CMU 1810 1810 B2x8 (2)2x8 #2 SYP WITH 1/2" FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 4"" 3", w/(6)10d NAILS & (14)4 x2� TAPCONS ON MASONRY: (1) SIMP. MSTAM24 D W O " 1 LL w LL O W p Z O C O (4)2X4 SPF #2 BUILT UP STUD COLUMN FRAME TO FRAME 2 (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)1Od x 1 ' NAILS (2)ply TRUSS (12) 16d x 12' NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 Op (2)2X6 SPF #2 BUILT UP STUD COLUMN Q H10A w/(18)10d x 12" NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAIL FRAME TO FRAME H10A 1015 H1OA-2 1070 H10A 1340 H1OA-2 1245 H2.5A w/(10)8d 2 2x10 #2 SYP ( ) TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 1 Od NAILS E (3)2X6 SPF #2 BUILT UP STUD COLUMN SYP #2 BUILT UP STUD COLUMN HTS20 w/(24)1 Od x 12" NAILS FRAME TO FRAME 1245 1450.. WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od Q(2}2X8 SPF #2 BUILT UP STUD COLUMN TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) F_ PLATE NAILS & (18)4'x24' TAPCONS & JOBNo.PSQ-2171954 ON MASONRY: (1) SIMP. MSTAM24 a F5] (2)HTS20 w/(24)1 Od x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 G (3)2X8 SPF #2 BUILT UP STUD COLUMN AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ~O W DRIVEN EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, TO POST: SIMP. HTS20 OR LSTA18 6❑ H2.5A w/(10)8d FRAME TO FRAME 535 600 O(3)2X4 SYP #2 BUILT UP STUD COLUMN (10) 10d NAILS Q B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od Z W MTS 12 w/(14)1 Od x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J O (2)2X6 SYP #2 BUILT UP STUD COLUMN ON MASONRY: (2) SIMP. MSTAM24 F-8 IG MGT w/(22)10 " EPDXY ANCHOR w/ IMP. SET -XP EPDXY d MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O(2)2X8 SYP #2 BUILT UP STUD COLUMN HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 c L , 4x4 SYP #2 POST. 10 HGT-2 w/(16)1 Od NAIL w/ (2) 4' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6' SYP #2 POST 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 ,/� < N j 8x8 SYP #2 POST 12 LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 1110 1235 C P , 3-1/2"x3-1/2" LVL COLUMN. 13 (2)LSTA18 w/(14)1Od NAILS HEADER TO STUDS 2220 2470 O3-1/2"x5-1/4" LVL COLUMN. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf OR 3-1/2"x7" LVL COLUMN, 15 LSTA24 w/(18)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 O3-1/2"'x9-1/2" LVL COLUMN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 c T , 5-1/4"x5-1/4"" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 V O 5-1/4'"x7" LVL COLUMN. 18 s," LTT20B w/(10) 10d NAILS & � EPDXY ANCHOR w/SIMP, SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 O 7"x7" LVL COLUMN. 19 HTT4 w/(18) 16d x 22' NAILS w/e' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 YO 3 1/2" X 11 7/8" LVL COLUMN 20 F (3)HTS20 w/(24)1 Od x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 Z O 5 1/4" X 9 1/2" LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL,/ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 23 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST, FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T: OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS c STANDARD CONNECTOR NO"T"ES 4x4: ABU44 w/(12)16d NAILS & 1" EPDXY ANCHOR w/MIN: 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT .6x6: ABU66 w/(12)16d NAILS & 4" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) a"EPDXY ANCHORS w/ MIN. 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON I PLANS: CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c, MAX. AND (2) AT EACH GORNER, 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 FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS, 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d 131 ", x 22"" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d ' .148 x 3 STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d .148',,34, FLOOR FRAMING NOTES 16d 162"x32", GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. I RING SHANK .113"` x 2" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. NAILING NOTES 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, 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE, DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. FLOOR SHEATHING NOTES MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). 1 B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 00 F_ PLATE NAILS & (18)4'x24' TAPCONS & JOBNo.PSQ-2171954 ON MASONRY: (1) SIMP. MSTAM24 a 24/16 SPAN PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE W 0 SCALE AS INDICATED AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ~O W DRIVEN EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, TO POST: SIMP. HTS20 OR LSTA18 r.O N TO BEAM: SIMP. HUC41.0 w/(18)16d & � r.T O R (2)2x12 #2 SYP (10) 10d NAILS Q B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od Z W PLATE NAILS & (18)4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 63.5x11. (10) 1 O NAILS 25 (2)1.75"x11,25" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B3.5xl1. (10) 10d NAILS 875 (2)1.75"x11,875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"xO" TAPCONS ON MASONRY`. (2) SIMP. MSTAM24 B3.5x16 I (2) 1.75"x16" LVL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM; SIMP. HUC410 w/(18)16d & (10) 1 O NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1 Od NAILS & (18)1"x2,3-�" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 5,25x16 (3) 1.75"x16 LVL . U. N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20"" LVL . U. N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2, NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP, ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA, END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS LLI M 0 00 • •®® ®��r`d w Ito *Z 7- (j r) LU o s~- cc: < �1 J U ®�®®°®®�® A PR ®®® Q® w LL O O V p a a. U �. MM O Z U Q FSI o O D � a . Z P- p U) Z ti9 O P p Z N O" Z O U F= - Op W W_ HW =w 0 O W O �-- z U Z r , U' r, co W J°'w �m W 0 -o� E Ov 06wzow�, 8 T �. U cel �- rn Q Z z(j- jPM".s O W °w O �0�OQyc zzl-��. n p 06 Ox<WRO 0 CL °a I_ LL O J W w© U �- Z 0 F- �j z I- W Z Z 1¢- w N 00 O W ao z Z J V) O W W W F- �' 11 U) O > LU w = W to W W W �a MZa 1 CD v� ` a Q V ch Q w 0 v� z W = STRUCTURAL ENG: MCD F- �IX-11210c] 1-STRUCT: DJ I OC CHECK: CC IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH T LAYOUT APA SHEATHING NOTE: RATE SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED EXTEND THRU THE MEMBER ITS BEING ATTACHED T0. FLOOR NAILING NOTES NOTES & JOBNo.PSQ-2171954 ----STOP---- 24/16 SPAN PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE SCALE AS INDICATED AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3) 10d TOENAILS. DRIVEN EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD, r.O N N � r.T O R LEGEND ----- - -__-- DATE: 11/15/17 S5.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. II U11111- 1L111111 _ P.T. BUCK FASTENER SCHEDULE PER ARCHS SIZE TAPCONS SPACING # ROWS 1x4 (3) 12d END NAILS TO LAST STUD 12" O.C. 1 14 3/16" x 2 1/4" SEE FRAMING PLAN W NOTE: THIS DETAIL APPLIES TO THE 3/16" x 2 1/4" - "- 2 PRE -CAST LINTEL PER ", FOR CONNECTION FOLLOWING CONDITIONS: 3/16" x 3 1/4" b 1 2x 3/16" x 3 1/4" INFO U 2x8 3/16" x 3 1/4" 12" O.C. 1 TYPICAL TIE BEAM w/ 3000 PLAN SEE ELEVATION O z N (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU O psi CONC. w/(1) #5 REBAR CONT. O Z ;. TOP OF MASONRY (3) INTERIOR LOAD BEARING FRAME WALL TO , STD NOOK OPENING SEE ARCH PANS FOR CMU WALL „ 14 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY BUILDER/ OTHERS OVERHANG INFO FURRING TO CMU W/ 2x FRAMING PER D PLAN WINDOW/DOOR OF OPENING SHEATHING PER PAN SHEATHING PER PLAN STRUCTURAL H10A U.N.O. SHEATHING • ir•.; �; PROVIDE STANDARD `0 2x6x12 P.T. CENTER H10A U.N.O. H10A U.N.O. D HOOK I BUCK 1/2" J -BOLT w/ 5-1/2"LL .. _\ EMBED,CENTERED FRAME OUT TO BLOCK W .:. ,,,.' ' •' • •• <: ,,:' . '. •1�.'a'��'� ' EDGE AS REQ'D FRAME OUT TO BLOCK _ �.�....,... •.,:..ate, 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE w • ' " . •'. (1) #5 IN TIE BEAM ATTACHED w/ (1) 1/4"x EDGE AS 'REQ'D 0 ,r 2-3/4" TAPCONS @ 24° W f -Jr (1) #5 BAR IN PRECAST O.C. AMX. & 4" FROM I 1/2 " J -BOLT I O Z a • . .. LINTEL ENDS I OR EPDXY ANCHOR @ (2) 2x TOP PATE 0 ,. I�• `:.L;:: ; {i,.. (2) #5's VERTICAL IN ' GARAGE WALL I (2) 2x PATE. 32" O.C. & 6" FROM (2) 2x #2 SYP SEE PAN � w GROUT FILLED CELL BEYOND 2 2x TOP PATE O I FOR SIZES PAN 1i EACH END W/ 2 x 2 x $ I FOOPEN NG PIROVIIDED a • ' .: :' ;, I I SQUARE WASHER I PER PAN) I U o z g 2x6 P.T. BUCK EACH MIN. 2x4 SPF #2 KNEE I MIN. 2x4 SPF #2 KNEE i W/MIN. 7" EMBED. i MIN. 2x4 SPF #2 KNEE w _ W ' ENTIRE COLUMN TO CL m� SIDE OF OPENING WALL WITH STUDS @ WALL WITH STUDS @ I 2x PT BOTTOM WALL w/ STUDS 16" @ ~ O L1.1 :. BE GROUT FILLED D ," (5) 1/2 DIA. J -BOLT W/ 16" O.C. W/ I (2) 2x #2 SYP SEE PAN 16 O.C. W/ "" I PATE O.C. w/ STRUCTURAL I _j Q _.....;....___ ...__ __. _.__ __..._. • . I* U.N.O. � � � STRUCTURAL FOR BEAIM SIZE 5-1/2" EMBED. AT EA. STRUCTURAL SHEATHING FROM :�� ". (1) #5 VERTICAL IN Q DOOR BRACKET, EA. SHEATHING ON BOTH I SHEATHING ON BOTH TOP OF WALL TO _ W . • ,; r GROUT FILLED CELL (IF Q ac SIDE OF DOOR. SIDES FROM TOP OF I SIDES FROM TOP OF i PRECAST LINTEL OR BOTTOM OF WALL. I- (� , . REQ'D PER PAN) oo (dry PROVIDE 2"x2„ WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE ATTACHED PER .' aA, O w BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER ( NAILING SCHEDULE O WASHER EA.NAILING (1st SCHEDULE I NAILING SCHEDULE ) �•° OTHERWISE SP2 CLIPS r�r r �� nr>rrsli�� r�®®� °i • NOTE: SEE MD08 ON FOR Q ANCHOR. BOLT TO BE 8" MAX. ABV. CURB, OTHERWISE SP2 CLIPS MASONRY WALL a AT TOP AND SP1 CLIPS ,j �� w d LINTEL PAN � AT TOP AND SPI CLIPS BUILDER FRAME , b,, AT BASE ARE REQ'D O ®®°°°°°°®® °� m � ®®® � ,� • ?/O �- ao .. ADDIT L REBAR INFO REST EQ. SPACED ^•24" O.C.) AT BASE ARE RADIUS AS REQ D U ® s Lei d� �s • 2 .� ®� -°Z � a i' REQUIRED ®e ,y Z Qw • DO VERTICAL REINFORCEMENT DETAIL DO GARAGEC�� BU K DETAIL AF0 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL s,' •• t W `� a 1 /2"=1'-0" 3/4"=1'-0" 3/4"=1'-Q" 606806600 � ''®a�®r ° 1 /2"=1'-0"" pFi® ��rrrFA�® O LL U LL 0 Z rr � V 0 O R PLAN, 24" O.C. MAX O 0Oj�d�f ,d y��3J ROOFING MATERIAL a U o (2) 2X TOP PATE W1 LLI P.T. BUCK FASTENER SCHEDULE PER ARCHS SIZE TAPCONS SPACING # ROWS 1x4 (3) 12d END NAILS TO LAST STUD 12" O.C. 1 14 3/16" x 2 1/4" SEE FRAMING PLAN NOTE: THIS DETAIL APPLIES TO THE 3/16" x 2 1/4" - "- 2 PRE -CAST LINTEL PER ", FOR CONNECTION FOLLOWING CONDITIONS: 3/16" x 3 1/4" b 1 2x 3/16" x 3 1/4" INFO U 2x8 3/16" x 3 1/4" 12" O.C. 1 TYPICAL TIE BEAM w/ 3000 PLAN SEE ELEVATION O z N (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU O psi CONC. w/(1) #5 REBAR CONT. O Z ;. TOP OF MASONRY (3) INTERIOR LOAD BEARING FRAME WALL TO , STD NOOK OPENING SEE ARCH PANS FOR CMU WALL „ 14 2x PT STUD OR ALTERNATE 1x PT WATERPROOFING BY BUILDER/ OTHERS OVERHANG INFO FURRING TO CMU W/ 2x FRAMING PER PLAN WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 14 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 ", 2x4 3/16" x 3 1/4" 12" O.C. 1 2x 3/16" x 3 1/4" " U 2x8 3/16" x 3 1/4" 12" O.C. 1 2 ,, _---- OPENING SIZEAND NOTES: Q 0 W RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PAN FOR O.H. REFER TO PAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. (TYP) 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT: FACE OF 0 Q TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION VERIFY w/ PAN FOR REQ'D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE W W/ (1) #5 CONT. LOCATIONS 4" FROM ENDS AND 16" O.C. MAX, TAPCONS TO BE 1 1/2" MIN. FROM EDGE w GROUT SOLID MASONRY WALL PER OF BUCK, I=- W BLOCKING AS SPECIFIED PAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR = 0 IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO 0 cn CMU WALL AS REQ'D PER PAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. w 0 Z W 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 0 Z ♦^ U' N M SCHEDULE EXISTING 2x BUCKED OPENING, USE 3 ROWS OF 10d x 3" NAILS Q 2•' J -BOLTS OR 2' THREADED ROD, O p V) U) V WINDOW PER 6" FROM EA. END OF WALL, WALL STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK, p -� LIJ -► rn W FLOOR PAN OPENINGS & AT 32"o.c. MAX. (6" MIN. (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MAX. 2 PLIES OVER INITIAL P.T. BUCK. m J ©F= r` E EMBED. w/ 2"x2" SQ. WASHERS , � a MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME o�S w z v „ 8 NOTE: 2�" MASONRY NAILS "• I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PAN REQUIREMENTS Q Ur Q 0 p M '17.r (HAND OR POWER DRIVEN) .` BLOCK. MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. Z F- Z U P' > r- PRECAST CONC. OR OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID 1.=. o @ 16"o.c. MAY BE USED I.L.O.FROM TOP AND BOTTOM AND 12 O.C. a POWERS STEEL SILL GROUTED CMU. w -� � � 'o �' c� J -BOLTS FOR WALLS THAT DO 5 <C O O ry �r TYP. @ALL WINDOWS BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS p = 0 <C NOT CARRY UPLIFT a 0 0 N TO MU ADOk2x BUCK DETAIL Z z < LU � w o EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECT O CJ o� a w Y o PT BASE PLATE 0 U �- w 1 /2"=1'-0" LO A; ¢O of M z UJ .!:• ' MAIN FLOOR Q � W ELEV 0'-0" Q, SS CONC. SAB - VERT REINF. BEYOND W I' SEE FOUNDATION • _ _ W i1 .r....�..�. PLAN FOR MORE INFO I I_ V z = SEE FOUNDATION —� I I _ MASONRY WALL PER PRE-ENGINEERED 12 c j PRE -ENG EE SEE DETAILS FOR FTG INFO ROOF (� SHEATHING, � 00PLAN TRUSSES PER PAN @ (TYP) SEE ELEV. 24" 0. C. MAX. DOUBLE 2x TOP PLATE PLAN NAIL PER PAN (2) 2x BUILT-UP COL. 'S 11"t - DOUBLE TOP PLATE 0 r SO TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PATE '-0" 3/4"=1@EACH STUD 12d NAILS @ EACH END CLOSURE WALL w/ 0 SINGLE TOP AND BASE Z Z J PATE w/ (2) 16d NAILS 4 (9 Q LL 1 EXT. SHEATHING I TO TRUSS. STUDS PRE-ENGINEERED SIMPSON LSTA30 W/ W W > y 'Q EXT. BEAM PER PAN PT POST PER PAN ATTACHED PER z I I 24" O.C. &EXT. ROOF TRUSS -SEE (22) 10d NAILS (ALL NAILING SCHEDULE i SHEATHING INSTALLED FRAMING PAN FOR CORNER CONDITIONS `. W LU LAP BEAM PLYS AND FROM TOP OF I PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w w = W NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM i I SEE PLAN FOR NAIL PER PAN TALLER STUD) _ -� W OR SP2 CLIPS AT TOP I- W Lu NAILS PER PLY EXT. BEAM PER PAN AND SP1 CLIPS AT CONNECTION BASE ARE REQ'D. 2x BRG WALL, SEE Q Z HTS20 CLIP FROM 2x BLOCKING "-- CRICKET AS REQUIRED PLAN FOR STUD SIZE & SPACING. MIN (2) 2x SEE FLOOR PAN FOR � F•- 0 � Q POST TO BEAM ¢ U ` _ MIN 2x4 STUDS @ 16" UNDER GIRDER TRUSS MORE BRG. WALL INFO W ��`� PLAN VIEW @ TOP OF POST O/C MAIN SPAN ROOF U.N.O. w �O Z PT POST PER PAN TRUSS a �• 2x P.T. PLATE w (L Li. t - ABU POST BASE PER 2x BLOCKING � t� "CC M � PLAN 1/2 x 8 J -BOLT OR EPDXY SIMPSON LSTA24 EACH (2) 2x TOP PATE ...r.. ANCHOR @ 32" O.C. & 6" y .0 5/8" THREADED ROD w/ FROM EA, END W/ "'----__ STUD ATTACH 2x TO - "`~- __ = STRUCTURAL ENG MCD NUT SET IN ADHESIVE WASHER, CENTER ON A `' �--- META16 U.N.O. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W1(2) BASE PATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING a. d . II a. TOP KNOCK OUT SPACING. MIN 2 2x STAGGERED @ 8" O.C. STRUCT: DJ \ (> L:.._ SEE FOUNDATION II / COURSE W/ (1) #5 MASONRY WALL PER UNDER GIRDER TRUSS SEE PLAN FOR - -- - -- - 40 . . I I IN PAN FOR ADDITIONAL QC CHECK: CC U.N.O. CONNECTION __._........._.. _ ....._ ._......____ --_ L�, ^g, �- INFO CONT. PLAN JOB No. PSQ-2171954 SIDE VIEW a� BASE OF POST AF�lKNEEWALL ABOVE MASONRY WALL F1 SECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S ----- -- -IC -- -D SCALE: AS INDICATED 3/4"=1'-0° 3/4"=1'-0" DATE: 11/15/17 rCDO CORNER COLUMN FRAMING �1� 3/4"=1'-O" SD1 COPYRIGHT MCD 2015; The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 U Q O O a Z ", Q W U cn� • Z �� O z N z O O Z ,, _---- OPENING SIZEAND NOTES: Q 0 W RE. ELEV. TYPICAL FILLED CELL w/ 3000 LOCATION PER PAN FOR O.H. REFER TO PAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. (TYP) 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT: FACE OF 0 Q TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION VERIFY w/ PAN FOR REQ'D WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE W W/ (1) #5 CONT. LOCATIONS 4" FROM ENDS AND 16" O.C. MAX, TAPCONS TO BE 1 1/2" MIN. FROM EDGE w GROUT SOLID MASONRY WALL PER OF BUCK, I=- W BLOCKING AS SPECIFIED PAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR = 0 IN BEARING WALL SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO 0 cn CMU WALL AS REQ'D PER PAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. w 0 Z W 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 0 Z ♦^ U' N M SCHEDULE EXISTING 2x BUCKED OPENING, USE 3 ROWS OF 10d x 3" NAILS Q 2•' J -BOLTS OR 2' THREADED ROD, O p V) U) V WINDOW PER 6" FROM EA. END OF WALL, WALL STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK, p -� LIJ -► rn W FLOOR PAN OPENINGS & AT 32"o.c. MAX. (6" MIN. (4) EQ. SPACED 2' TITEN HD ANCHORS w/ MAX. 2 PLIES OVER INITIAL P.T. BUCK. m J ©F= r` E EMBED. w/ 2"x2" SQ. WASHERS , � a MIN. 1 a"" EMBEDMENT FOR HOLLOW 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME o�S w z v „ 8 NOTE: 2�" MASONRY NAILS "• I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PAN REQUIREMENTS Q Ur Q 0 p M '17.r (HAND OR POWER DRIVEN) .` BLOCK. MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. Z F- Z U P' > r- PRECAST CONC. OR OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID 1.=. o @ 16"o.c. MAY BE USED I.L.O.FROM TOP AND BOTTOM AND 12 O.C. a POWERS STEEL SILL GROUTED CMU. w -� � � 'o �' c� J -BOLTS FOR WALLS THAT DO 5 <C O O ry �r TYP. @ALL WINDOWS BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS p = 0 <C NOT CARRY UPLIFT a 0 0 N TO MU ADOk2x BUCK DETAIL Z z < LU � w o EXT FINISH PER PLAN DO BEARING/ SHEARWALL CONNECT O CJ o� a w Y o PT BASE PLATE 0 U �- w 1 /2"=1'-0" LO A; ¢O of M z UJ .!:• ' MAIN FLOOR Q � W ELEV 0'-0" Q, SS CONC. SAB - VERT REINF. BEYOND W I' SEE FOUNDATION • _ _ W i1 .r....�..�. PLAN FOR MORE INFO I I_ V z = SEE FOUNDATION —� I I _ MASONRY WALL PER PRE-ENGINEERED 12 c j PRE -ENG EE SEE DETAILS FOR FTG INFO ROOF (� SHEATHING, � 00PLAN TRUSSES PER PAN @ (TYP) SEE ELEV. 24" 0. C. MAX. DOUBLE 2x TOP PLATE PLAN NAIL PER PAN (2) 2x BUILT-UP COL. 'S 11"t - DOUBLE TOP PLATE 0 r SO TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PATE '-0" 3/4"=1@EACH STUD 12d NAILS @ EACH END CLOSURE WALL w/ 0 SINGLE TOP AND BASE Z Z J PATE w/ (2) 16d NAILS 4 (9 Q LL 1 EXT. SHEATHING I TO TRUSS. STUDS PRE-ENGINEERED SIMPSON LSTA30 W/ W W > y 'Q EXT. BEAM PER PAN PT POST PER PAN ATTACHED PER z I I 24" O.C. &EXT. ROOF TRUSS -SEE (22) 10d NAILS (ALL NAILING SCHEDULE i SHEATHING INSTALLED FRAMING PAN FOR CORNER CONDITIONS `. W LU LAP BEAM PLYS AND FROM TOP OF I PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w w = W NAIL AS SHOWN (5) 10d KNEEWALL TO BOTTOM i I SEE PLAN FOR NAIL PER PAN TALLER STUD) _ -� W OR SP2 CLIPS AT TOP I- W Lu NAILS PER PLY EXT. BEAM PER PAN AND SP1 CLIPS AT CONNECTION BASE ARE REQ'D. 2x BRG WALL, SEE Q Z HTS20 CLIP FROM 2x BLOCKING "-- CRICKET AS REQUIRED PLAN FOR STUD SIZE & SPACING. MIN (2) 2x SEE FLOOR PAN FOR � F•- 0 � Q POST TO BEAM ¢ U ` _ MIN 2x4 STUDS @ 16" UNDER GIRDER TRUSS MORE BRG. WALL INFO W ��`� PLAN VIEW @ TOP OF POST O/C MAIN SPAN ROOF U.N.O. w �O Z PT POST PER PAN TRUSS a �• 2x P.T. PLATE w (L Li. t - ABU POST BASE PER 2x BLOCKING � t� "CC M � PLAN 1/2 x 8 J -BOLT OR EPDXY SIMPSON LSTA24 EACH (2) 2x TOP PATE ...r.. ANCHOR @ 32" O.C. & 6" y .0 5/8" THREADED ROD w/ FROM EA, END W/ "'----__ STUD ATTACH 2x TO - "`~- __ = STRUCTURAL ENG MCD NUT SET IN ADHESIVE WASHER, CENTER ON A `' �--- META16 U.N.O. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W1(2) BASE PATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS DRAFTING a. d . II a. TOP KNOCK OUT SPACING. MIN 2 2x STAGGERED @ 8" O.C. STRUCT: DJ \ (> L:.._ SEE FOUNDATION II / COURSE W/ (1) #5 MASONRY WALL PER UNDER GIRDER TRUSS SEE PLAN FOR - -- - -- - 40 . . I I IN PAN FOR ADDITIONAL QC CHECK: CC U.N.O. CONNECTION __._........._.. _ ....._ ._......____ --_ L�, ^g, �- INFO CONT. PLAN JOB No. PSQ-2171954 SIDE VIEW a� BASE OF POST AF�lKNEEWALL ABOVE MASONRY WALL F1 SECTION @DOUBLE BEARING F1 STEP @ BEARING FRAME WALL S ----- -- -IC -- -D SCALE: AS INDICATED 3/4"=1'-0° 3/4"=1'-0" DATE: 11/15/17 rCDO CORNER COLUMN FRAMING �1� 3/4"=1'-O" SD1 COPYRIGHT MCD 2015; The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE (2) 10d NAIL (2) 10d NAILS NAIL GABLE END FOR ADDITIONAL INFO AS REQ'D TRANSITION FROM @ EA. BOT' @ EA. BOTTOM (1) 2x4 BRACE 7'-0" < H 4 9'-4" BEAM TO GABLE CHORD CHORD SIMPSON A23 @ EACH A35 DIAGONAL TO TRUSS AT 12" O.C. BRACE TO PLATE TRUSS BOT. CHORD HORIZONTAL BLOCK LOADS SUCH AS BEAM PER PLAN 2x4 BLOCK (6) 8d NAILS (MAX. 4" SHELVING. 2x4 BLOCKS. WASHERS (MIN. 6" 2x4 BLOCKS. BETWEEN 12" LONG REFER TO REFER TO GE02 EMBED) MIN. 6 FROM REFER TO GE02 SIMPSON H10A 10 10 EACH END AND 32" O.C. MAX. (2) 10d NAILS @ EA. N- w SIMPSON I DIAGONAL TO BEAM z DIAGONAL c= n PLATE BEAM CONNECTION SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D 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 J GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE- (AS IDE(AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER (5) 16d NAILS BRACE TO BLOCKING (4) 16d NAILS BRACE TO BLOCKING I� 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG. AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD WHERE O.H. IS > V-0", DROP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.H2.5 CLIP. MAX 2'-0" O.H. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TO RUN BACK TO 1ST COMMON SEE ELEV. FOR. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D CONNECT TO DROP GABLE WITH PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I z GABLE BIRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART NAIL GABLE END FOR ADDITIONAL INFO AS REQ'D UP TO 4'-8" NO BRACE REQUIRED BOTTOM CHORD TO (1) 2x4 BRACE 7'-0" < H 4 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO REDUCED DOWN TO �� AT 12" O.C. BRACE TO PLATE TRUSS BOT. CHORD HORIZONTAL BLOCK LOADS SUCH AS 3 1/4" HOLD 1/2" J -BOLTS w/ CABINETS OR HEAVY (6) 8d NAILS (MAX. 4" SHELVING. PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 2x4 BLOCKS. BETWEEN 12" LONG Q CLG. NAILING SURFACE EMBED) MIN. 6 FROM REFER TO GE02 (2) 10d NAILS @ EA. 10 10 EACH END AND 32" O.C. MAX. (2) 10d NAILS @ EA. N- w BOTTOM CHORD z BOTTOM CHORD c= n = BELOW BOTTOM OF 2x BLOCKING x 12" Y 2x4 SYP #2 BRACING @ 24" O.C. TRUSS BOTTOM LONG ng HORIZONTAL 2x4 BLOCKS. a cq v FOR FALSE BM ATTACHMENT w/ REFER TO GE02 (3) 10d TOENAILS EA. END �- ;�.. _ 2x TOP PLATE TO GABLE END 1N/ L PROVIDE 16d NAILS SIMPSON A35 CLIPS @ 16d NAILS @ 6"O.C. GABLE END TRUSS TO PLT.@12" O.C. MAX. 24" O.C. FRAMING FOR FALSE BEAM, IF REQ'D LSTA30 HEADER TO O TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE CMU WALL OR LINTEL #5 CONT. 2x4 STUDS @ 24" O.C. w/ SINGLE FALSE BM PER PLAN BELOW BASE &TOP PLATE w/ PLYWOOD IF REQ'D U_ SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** J GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE- (AS IDE(AS SHOWN) 2x6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. NOTE: ALL GABLE BRACING IS TO BE SYP#2 OR BETTER (5) 16d NAILS BRACE TO BLOCKING (4) 16d NAILS BRACE TO BLOCKING I� 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG. AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD WHERE O.H. IS > V-0", DROP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ.H2.5 CLIP. MAX 2'-0" O.H. GABLES w/ OUTLOOKERS @ 24" O.C. V-0" MAX PLYOOD CANT. O.H. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TO RUN BACK TO 1ST COMMON SEE ELEV. FOR. SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. TRUSS WITH (3) 12d TOENAILS. O.H. SIZE (4) BAYS MIN. AND (1) BAY AFTER BRACE IS REQ'D CONNECT TO DROP GABLE WITH PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I z GABLE BIRACING @ 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 A T-0" (1) 2x4 BRACE 7'-0" < H 4 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'4' STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'4' STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C,. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 IBRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 10d COMMON NAILS @ 8" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD END. REDUCE PLAIN ATTACH PER BEARING WALL PER SPACING TO 24" O.C. = — NAILING SCHEDULE PLAN. STUDS @ 24" @ WALLS CARRYING LOADS SUCH AS O.C. MAX. STUD CABINETS OR HEAVY SPACING TO BE SHELVING REDUCED DOWN TO �� - r 16" O.C. MAX.. @ SIMPSON DTC @EACH —� ''� LOCATIONS CARRYING - HORIZONTAL BLOCK LOADS SUCH AS LOCATION. ATTACH W/ CABINETS OR HEAVY (6) 8d NAILS (MAX. 4" SHELVING. VERTICAL GAP AND SP1 AT BASE BETWEEN 12" LONG Q HOLD TOP OF BLOCK & TRUSS NON -LOAD BEARING BOTTOM CHORD/ WALL DOWN 1-2' TRUSS BLOCKING.) = BELOW BOTTOM OF 2x BLOCKING x 12" TRUSS BOTTOM LONG ng HORIZONTAL CHORD. BLOCKING LOCATION -..,•.•. FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE PARALLEL TRUSS F2 NON-BEARING WALL 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART — STRONGBACK IF REQ'D PER CHART A F__A GABLE END SHEATHING FASTEN PER PLAN. rr_m ntmurzm ounr-u. 1 ntiv ATTACH ADDIT'L KINGS AS REQ'D. SEE SCHED. FOR NUMBER OF KING AND JACK STUDS REQ'D. FO ` TYPICAL HEADER DETAIL TRUSSES AT 24" V. SIMPSON DTC @ 48' O.C. ATTACH W/ (6) I NAILS (MAX. 4 VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) REDUCE DTC SPACI TO 24" O.C. FOR WALLS CARRYING LOADS SUCH AS CABINETS OR HEAV SHELVING 2x BLOCKING x 12" LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WF SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLAN 4 t- tKI-'[ NUII:ULAK I KU55 LEDGER @LOW ROOF �-- 1X;&/ 5Wr- L;KI F'Lt5A 16" O.C. W/ SP4 AT TOP Q AND SP1 AT BASE Q LSTA30 HEADER TO O STUDS U.N.O. U_ �- (2) ROWS 12d NAILS w _ STAGGERED @ 12" O.C. EA. FACE OR (3) O ROWS 12d NAILS z STAGGERED @ 12" O Z O.C. FOR 2X10 OR U) O GREATER HEADER > a W IL W V h W O yj Q � - 2X STUDS TYP. r W - ATTACH JAMB STUDS PER WF08/SD3 r BASE PLATE TO BE� rn aaaddr Uj co� / ATTACHED TO FTG Oo00 ��i�, - `dY--� USING 1/2" 0 J -BOLTS U zZ®�4® ® r., OR EPDXY ANCHOR @ C2O •° 4 - 6" FROM EA. END OFQ s Q U BASE PLATE & WALL M t w ®� ¢ N OPENINGS & 32" O.C. w 0 ®� W/ 7" MIN EMBED. & 2" WASHER. AT SLAB a ®® .� �® ' d'� °®®®®®q°®®®®•°'�5 j• p C> Q �� STEP 1/ED. U MUST BE7�'" BELOW U_ 7I STEP O - P.T BASE PLATE U O O tib C� �- SP4 @BASE OF EA. d co N 3� o STUD U.N.O. SEE Uj U� BEARING WALL C;I-�-�I SCHEDULE FOR U Q M O z O MORE INFO. _ o F_ p p ZLL9 1/2"=11-011 . Z N O � - ROOF SHEATHING, O Z FASTEN PER PLAN a O I' O25 J w LU c 2 � F- =LU O - 2x4 #2 SYP CONT. w/ (2) V 16d COMMON NAILS 0 Z Z ♦� 0 h EA. STUD OR TRUSS 0 V, U) U ,� MEMBER, TYP. (MAX. =� J W -'_, °' W 24" O.C.). IF MASONRY,po=p a v� z =)� r.. E USE (2) 1/4" TAPCONS U oiS Z U) �? w/ MIN. 2" EMBED. @ Q (D Q O p M 24" O.C. Z ZI=> °o� 0�CD AMU_ W W Jap -'0] -c - TRUSS PER PLAN 0 Q p 1 O Q , a zQDzWz 0 Z < LL LU < X: U 0 W -r EL - WOOD/MASONRY 0 1Q- � WALL OR TRUSS, SEE PLAN p W W Z O U (TRUSS SHOWN)o J 0 z I" Z W °z _ r F_ 00 O � 0 Z Z O F 11 TYP. NON -LOAD 0 w W ; BEARING WALL PER (n 2 Q W PLAN. STUDS @ 24" (n L0 > W O.C. MAX. STUD Uj = W SPACING TO BEW J W REDUCED DOWN TO = w a 16" O.C. MAX. @ Z� LOCATIONS CARRYING N _ LOADS SUCH AS F- Or ,r Q CABINETS OR HEAVY < V iii _ SHELVING. Z � 0 0 Z F0 �. LU Q,- HOLD TOP OF NON -LOAD BEARING STRUCTURAL ENG: MCD DRAFTING: WALL DOWN 1-2' BELOW BOTTOM OF TRUSS BOTTOM _ -sTRucT: DJ QC CHECK: CC CHORD. JOB No PSQ-2171954 SCALE: AS INDICATED \ / 1/2"=1'-0° DATE: 11/15/17 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. An use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strict) prohibited. SD2 p p Y Y p p Y 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS Ca EA.DIAG. AS SHOWN FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG.wh 16d NAILS. ^I "THING PER rL^IIY ,E O.H. IS > T-0", END GABLE w/ JOKERS @ 24" 0 RUN BACK TO )MMON TRUSS (3) 12d TOENAILS. ECT TO DROP :_ WITH H2.5 CLIP. '_0" O.H. 2vA d,) 24" O.C. -_ END THING FASTEN LAN E AS REQ'D ;ON H10A DIAG. OCKING GABLE BRACING @48" PROVIDE 2X BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10') NAILS AT JOINT BRACE NOT REQUIRED NAILS AT JOINT 6' FROM EAVES. TRUSS PER PLAN MASONRY WALL SEE PLAN FOR PER PLAN ; j. SUPPORT AND TIE 2x8 W/ (2) 16d TOE DOWN OF JACK NAILS EA. END TRUSSES PROVIDE BLOCKING PLATES OVER ROOF DECK PER VALLEY BETWEEN TRUSS BAYS X @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS A WALL PER PLAN CONNECTION IUIN Ut I AIL V (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=11-011 01, 190"z'q 01" ROOF SHEATHING, ��Y' ROOF SHEATHING, -��z '�'y 44 Zqp "0 FASTEN PER PLAN 4 0 FASTEN PER PLAN OA' � 9& Oposs O/Y 2x4 FRAMING @ 24" 2x4 FRAMING @ 24" O.C. MAX. 0 C MAX PROVIDE (4) 10d x 3" 2x SCAB wl 10d NAILS @ 4" O.C. PROVIDE (4)10d x3" PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT I" EDGE 1 1/2" EDGE 2 TAPCON ANCHORS MASONRY WALL PER 2x8 PER PLAN ; j. (2) - 8d EACH END 2x8 W/ (2) 16d TOE 2x SCAB wl 10d NAILS NAILS EA. END w 2x SPF CONT. PLATES OVER ROOF DECK PER VALLEY BLOCKING ATTACH TO X 7/16" OSB W/ (2) 8d @ 4" O.C. NAILS 10d x 3" COMMON 7/16" OSB EA. SIDE, W/ TRUSS CONNECTION 6d NAILS @ 16" O.C. TO 0 z PER -ENG TRUSSES < z 2x6 SUB FASCIA PER PLAN ROOF TRUSSES PER PLAN OR CURVED 2x6 SUB FASCIA PER PLAN cn X NAILED @ 6" O.C. STAGGERED 10 00 CMU WALL PER PLAN TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 2x8's (2) 8d TOE NAILS 0170TYPICAL BUILT-UP STUD COLUMN DETAIL LEDGER PER PLAN LU TO LEDGER MM 2x4 PT LEDGER W/ 0� z .2 2X4 LEDGER W/ (2) 16d ti 114" x4" TAPCONS @ 12" 2x FRAME WALL PER LL z NAILS @ 16" O.C.O 0 0 O.C. PLAN 0 SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE 0 O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3/4"=11-011 2x BUCK PER MD04 - THIS SHEET ARCH WINDOW FRAMING DETAILS 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4" AROUND CURVE. MIN. I" EDGE 1 1/2" EDGE 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN (2) - 8d EACH END 2x8 W/ (2) 16d TOE VIEW w/ WOOD NAILS EA. END w 2x SPF CONT. PLATES OVER ROOF DECK PER VALLEY BLOCKING ATTACH TO FRAMING DETAIL 7/16" OSB W/ (2) 8d TOP PLATE NAILS 10d x 3" COMMON 7/16" OSB EA. SIDE, W/ RAFTER 6d NAILS @ 16" O.C. TO 0 z SIDE & TOP NAILER < 2x BUCK PER MD04 - THIS SHEET ARCH WINDOW FRAMING DETAILS 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE NOTES: 2x BLK'G. TO O.S.B. W/ ,gkARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN 1/4" HEADER (SEE PLAN) 11 I" EDGE 1 1/2" EDGE 7/16" O,S.B. EA. SIDE ,gkARCH PER ELEV 2x BLK'G. TO O.S.B. W/ 10d x 3" COMMON (2) - 8d EACH END END VIEW w/ WOOD NOTES: STUDS @ 16" O.C. FOR KNEE WALL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN LSTA1 8 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 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" 2 1/2" EDGE I" EDGE 1 1/2" EDGE PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO 10 10d x 3" COMMON BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS 10 2 1/2" z z 0 LU 11/211 z w 10 .1 PLATES OVER ROOF DECK PER VALLEY IN FRAMING DETAIL C14 TOP PLATE 04 10d x 3" COMMON 10d x 3" COMMON OPP. RAFTER SIDE C-0 z 0 z JOCOMMON < z FINISH PER ARCHSFIN Cn ROOF TRUSSES PER PLAN OR CURVED 00 00 cn X NAILED @ 6" O.C. STAGGERED 10 00 10d x 3" COMMON TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. OPP. SIDE (2) 2x4's (2) 24's (2) 2x8's (2) 2x COLUMN 0170TYPICAL BUILT-UP STUD COLUMN DETAIL 601"'N DORMER FRAMING DETAIL 3 C 0 0 EDGE DISTANCE PER V&AIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x STUDS @ 16" O.C. FOR KNEE WALL LSTA1 8 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT F ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN \, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW J O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE <8SIMPSON > H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONY. FRAMING W/ JOCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN U_ 0 ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SP4 DOUBLE TOP PLATE TO EACH CRIPPLE STUD (2) ROWS 12d NAILS STAGGERED @ 12: O.C. EA, FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I M lu (0 UJ LLJ 0) C0 0 0 00 Ci z :02 Z LL < Mq Uj 1w, o b Z w C0 C> (L 1111 U_ 0 _U) O 0 cc Cf) LU MM 0 z a 0 0� z .2 a0 ti w Of �-* U C) LL z 0 0 0 Z 0 C-4 OZ 0 0 J UJ UJ L0 3: LU 1.- 0 0 C) LU (D Q Z Z E5 U) z r,- C") 0 U) � LU 0 -1�- U) 0 Z =) Q0 E 8 06WZ 0- Cm, z > 00 Z W _j P 0 U_ 0) - � UJ U) C) _j U) >- a 8 0 0 w 0 CL 0 cc z0 < < :) Z LLJ Z w 0 c� Q LL W = O_ Q 0 � U') O w LLJ 0 z UJ C0 0 Z z Ljj LU w w Z r H U) W 01 00 0 40 w z Z j (D W U) 0 LLF U 0 > w LLJ 3: W CO i w W w W z a. F- :) U) F- Q 4 < U U) !!; = Z wry III) 0 m Z LU n. 0 - STRUCTURAL ENG: MCD DRAFTING: -STRUCT: ------------------ DJ QC CHECK: cc JOB No. PSQ-2171954 SCALE: AS INDICATED DATE: 11/15/17 SD3 2x4 #2 SYP P.T. 2x4 SPF TRUSS PER PLAN BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION W/ (2) 12d END NAILS ALL LOCATION NAILING REQUIREMENTS THIS NAILS @ 8" O.C. DETAIL FOR ALL TOP PLATE TRUSS PER PLAN @ EACH END SPLICE LOCATIONS) / 2x8 #2 SPF VERTICAL DTC CLIP, (2) 8d NAILS 2x8 w/ (2) 10d NAILS @ OPENING SIZE BEYOND SEE PLAN INTO BLOCKING, (2) TRUSS PER PLAN SHEATHING DIAGRAM @ 24" O.C. w/ EXT. 3/16" x 2 3/4" TAPCONS F1 EXTERIOR SHEATHING SCHEDULE SHEATHING PER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X IN CMU. OR SIMPSON N. SHEATHING PER META16 @ 24" O.C. • DTC CLIP, (2) 8d NAILS U_ LAY 2x4 BLOCKING @ INTO BLOCKING, (2) A." . 24" O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN .''�'' IN CMU. OR SIMPSON •� CHORD. ATTACH W/ (2) META16 2x4 #2 SYP P.T. @ EA. 10d NAILS @ EACH BUILDER TRUSS MEMBER TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d TO GABLE END STUDS w/ (2) 1/4" X 3%" NAILS INTO BLOCKING, NAILS, TOENAILED @ TOENAILS INTO OTHER TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING PLATE LINTEL PER PLAN PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x6 #2 SYP P.T. CONT. . , INTO BLOCKING, (4) 8d • TAPCONS @ 12" O.C. TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) NAILS INTO TOP PLATE SPACED EVENLY (2) 16d TOE NAILS 2x6 2x8 w/ (2) 10d NAILS @ ft EACH VERTICAL BRACE TO LEDGER BUILDER 502 HEADER @ POCKET SLIDER w/ TRANSOM 0 2x4 SYP #2 BLOCKING, O USE (3) SCREWS/TAPCONS FOR ALL @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d Z DOUBLE TOP PLATE END NAILS @ EACH NAILS @ EACH WEB CONDITIONS @TILE ROOF O END. ., WHEN CLOSURE WALL 12 SEE PLAN W p W 2 W > EXTERIOR SHEATHING. a � WALL SHEATHING PER IS 3FT OR TALLER - 2x ATTACH PER PLAN Q W PLAN SYP#2 BOTTOM a FROM TOP OF WALL V) _ BLOCKING REQ'D @ w TO BOTTOM 2x4 SYP #2 LEDGER. 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS W w W to BAYS W/ (3) 12d ----- SHEATHING PER PLAN J Uj 2x8 #2 SPF STUDS AT W TOENAILS EACH END. (2) 1/4" X 4% " SIMPS. SDS SCREWS @ 16° (4) 10d NAILS FOR 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER � ._.........,...__,..., W/ (3) 12d NAILS @ ,.__.,.. ._...... 2x8 #2 SYP PT. BASE CONV. FRAMED EACH STUD z I - L L PLATE W/ 1/2" x 8" (4)10d NAILS @ EA. •. O.C. MAX.; ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR a TITEN HD @ 32" O.C. &6" TO GABLE END STUDS PLATE LINTEL SEE PLAN FROM EACH END TRUSS PER PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU J (2)10d NAILS TO 42x�tS�Y�P� W w CL BOTTOM CHORD WL O Z +® bl o�p 0 0 @EACH END OF SDS SCREWS @ 16" BLOCKING 1— W FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD 0 W/ (2) 12d END NAILS C7 Z @EACH END OF @ EACH END. TO MASONRY w/ 2x4 PT BLOCKING FASCIA PER © W Q d' M WALL SHEATHING PER SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS w PLAN a v- 2x WALL, SEE PLAN ..... x 2 3/4" TAPCONS @12" ALTERNATE BLOCKING @ FRAME CONDITION F0 NON-BEARING WALL CLIP DETAIL 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. STAGGERED TRANSOM BETWEEN LINTELS LINTEL PER PLAN SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" IL TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=11-011 1/2"=1'-0" NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d •'� NAILS TYP TOP & BOT 2x4 SPF SEE TRUSS PLAN FOR BLOCC KING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END ++ ALL LOCATION NAILING REQUIREMENTS THIS NAILS @ 8" O.C. DETAIL FOR ALL TOP PLATE (SOLID BLOCK W/ 24) SPLICE LOCATIONS) / 2x8 #2 SPF VERTICAL 2x4 WALL BEYOND AGAINST 2x8 w/ (2) 10d NAILS @ OPENING SIZE BEYOND SEE PLAN 2x8 STUDS ATTACHED PER ATTACHMENT BY SHEATHING DIAGRAM @ 24" O.C. w/ EXT. (WF08/SD3) F1 EXTERIOR SHEATHING SCHEDULE SHEATHING PER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X N. SHEATHING PER (4) 12d NAILS EACH " U_ TRUSS MEMBER (TOP ATTACH 2x8 STUDS TO TOP NAILING SCHEDULE & _ * + * + POCKET SGD N (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. BUILDER TRUSS MEMBER TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ INTO TRUSS & (3) 12d TO GABLE END STUDS w/ (2) 1/4" X 3%" H EACH VERTICAL TOENAILS INTO OTHER 00 TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PLAN SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. . , w/ (2) 1/4" x 3 1/2" • TAPCONS @ 12" O.C. TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O SPACED EVENLY VERTICALLY 2x6 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER 502 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=1'-0" NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d •'� NAILS TYP TOP & BOT TOP SPLICE @ TYPICAL AT ALL LOCATION DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD fiFO TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP ATTACH 2x4 STUDS TO -- -- (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + THEN (2) ROWS 10d ALL LOCATION NAILING REQUIREMENTS THIS NAILS @ 8" O.C. DETAIL FOR ALL TOP PLATE (SOLID BLOCK W/ 24) SPLICE LOCATIONS) / • OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 w/ (2) 10d NAILS @ OPENING SIZE BEYOND SEE PLAN 2x8 STUDS ATTACHED PER ATTACHMENT BY SHEATHING DIAGRAM O (WF08/SD3) F1 EXTERIOR SHEATHING SCHEDULE SHEATHING PER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X N. (4) 12d NAILS EACH " U_ TRUSS MEMBER (TOP ATTACH 2x8 STUDS TO TOP AND BOTTOM CHORDS _ PLATE W/ (4) 12d TOE -NAILS TOP SPLICE @ TYPICAL AT ALL LOCATION DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD fiFO TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE PLATE TO FRAME WALL OR PRE PROVIDE 2x4 ON TOP ASSEMBLED WALL PANEL W/ (2) OF 2x8 TO PAD OUT 10d NAILS @ 8" O.C. (FOLLOW TOP PLATE. ATTACH NAILING REQUIREMENTS THIS W/ (2) 10d NAILS 3" O.C. DETAIL FOR ALL TOP PLATE (SOLID BLOCK W/ 24) SPLICE LOCATIONS) / \\h TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) III I �--- OVERLAP TOP PLATE AT CORNER \_ NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION Q ° ° 2 ®®Z� :� 0 MW f LLJ aro ®V ®--� Q J W ® Z40 Z ---- _ _ __— — -- r'. N ® gid; °° ' U_ `" U CUT TO FIT 1 2x BOTTOM PLATE 2x8 w/ (2) 10d NAILS @ OPENING SIZE BEYOND SEE PLAN EACH VERTICAL ATTACHMENT BY SHEATHING DIAGRAM O @ 24" O.C. w/ EXT. F1 EXTERIOR SHEATHING SCHEDULE SHEATHING PER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X NAILING SCHEDULE & (4) 12d NAILS EACH " U_ TRUSS MEMBER (TOP AND BOTTOM CHORDS _ ALONG W/ WEBBING) 2x8 w/ (2)10d NAILS @ POCKET SGD LU 2 ATTACHMENT BY BUILDER SO HEADER @ POCKET SLIDER TO GABLE END STUDS w/ (2) 1/4" X 3%" H 00 LL O ~ � W Z TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O o Z Q 0 O USE (3) SCREWS/TAPCONS FOR ALL `p Z J CONDITIONS @TILE ROOF O ., 12 SEE PLAN W p W 2 W > a � 11 Q W U V) _ W 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP O W = W to TO STUDS OR BEAM w/ ----- SHEATHING PER PLAN J Uj - J W (2) 1/4" X 4% " SIMPS. SDS SCREWS @ 16° (4) 10d NAILS FOR U J_.__...., Q � ._.........,...__,..., . ,.__.,.. ._...... _.. CONV. FRAMED z I - L L O.C. MAX.; MEMBERS ONLY a TO GABLE END STUDS Cf J Q W w CL rn y%%%1l1l1l®j®I LLI Adm` CL O Z +® bl o�p Q ° ° 2 ®®Z� :� 0 MW f LLJ aro ®V ®--� Q J W ® Z40 Z ---- _ _ __— — -- r'. N ® gid; °° ' U_ `" U CUT TO FIT 1 2x BOTTOM PLATE 2x8 w/ (2) 10d NAILS @ OPENING SIZE BEYOND SEE PLAN 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS 3/8„ SHEATHING PER PLAN BEYOND 72 UPLIFT RESISTANCE: NO OTHER FASTENERS � NAIL SHEATHING AT FRAME WALL BOTTOMPLATE REQ'D. EXCEPT AS NOTED N PLANS. AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) _ _ LL Z ROW OF 8d COMMON NAILS @ 3" O.C. I 'A' = NAIL SPACING — 6— F TF W z NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" ° II it II II II a O.C. II I I II II II C, r Q NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 112" a=0 @3"O.C. — II I III II I I I WALL SHEATHING W U O ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. V__ SPLICE, SEE SPLICE O w III III II II I DETAIL. MAX 1/8" --X U.N.O. ON PLANS A 1/2" III OPENING III I I II I I �Uj STAGGER ALL VERT. PANEL JOINTS & NAIL W/ Sd 4 SPACE BETWEEN w � COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING III III II PANELS _ III 3 III I I I I I ® PLYWOOD SPLICES @ HEADER NAIL SHEATHING TO EXTERIOR SHEATHING W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III TYP. III II II II � $ BOTTOM STUD III OPENING III II II I I 2x STUD'S BEYOND, 0 (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, III III I I II I I SEE PLAN FOR MORE w BETWEEN EXTERIOR Q VERTICAL MEMBER IF GABLE END III — -- III II II I INFO W z O SHEATHING & r vwcI inn %Aini i RnnRn 1111 II II II 2x8 #2 SPF VERTICAL >: 0 IL II IIII �a: + + IIII I I II IIII II II II I®I1�_1L ° = JUL � U)O O p mm ---- _ _ __— — -- r'. NO FLOOR SYSTEM l J U_ `" U CUT TO FIT 1 2x BOTTOM PLATE 2x8 w/ (2) 10d NAILS @ OPENING SIZE BEYOND SEE PLAN EACH VERTICAL ATTACHMENT BY SHEATHING DIAGRAM BUILDER @ 24" O.C. w/ EXT. F1 EXTERIOR SHEATHING SCHEDULE SHEATHING PER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X MERITAGE SCALE: 3/4"=1'0" 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL ---� FOR MORE INFO �- 2x8 #2 SPF VERTICAL LINTEL PER PLAN @ 24" Q.C. w/ EXT. MORE INFO & + + SHEATHING PER ROOF SHEATHING CONNECTION NAILING SCHEDULE & r'. (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER @ 24" O.C. w/ EXT. FS0'N 3 HEADER @ POCKET SLIDER SHEATHING PER 1/211= 1 V -01V NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED BLOCKING JOINT, MAX. 9/8" GAP NAILING PER SCHEDULE 2x4 BLOCKING PLACED FLATWISE (2) 16d NAILS EACH END SHEATHING SPLICE DETAIL NOTE; CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS SEE TRUSS PLAN FOR UJI 2x8 TO UNDER SIDE OF MORE INFO & + + ---- ROOF SHEATHING CONNECTION ` LLI z z 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. LINTEL PER PLAN SHEATHING PER 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X NAILING SCHEDULE & (4) 12d NAILS EACH " TRUSS MEMBER (TOP AND BOTTOM CHORDS _ ALONG W/ WEBBING) 2x8 w/ (2)10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO HEADER @ POCKET SLIDER U_ 1111111111W, O Cf) r l O v o C0 I CL C��JlyJ N LL! U x C�3J C) W c- z UC O a ° <C Z c� :7C W Z�9tiS U O Z N .�• Q O z 4 M UO Y.1 1_ Op J W ws _� F- Lo t-- 0 OU w C7 Z U Z 0 r c� r- Z � r- � LLJ Om J 0�zmr E U 06HZ55na> O N r m Q (,��COpr, , c Z ZU~>J°p � WO�m�� W Q =a0O0�� O ;�o U)CIMO�C .. a zl-�Mwa .J OaQW�o z Q ULL LU�0W_jO' Q 0z Z wo O W W p U z Z �: 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. 112 =1-0 DATE: 11/15/17 UJI ---- LLI z z 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4%a" SIMPS. SDS SCREWS @ 16" O.C. MAX.; _ TO GABLE END STUDS w/ (2) 1/4" X 3%" I' 00 SIMPS. SDS SCREWS @ 16" O.C. MAX.; ~ � TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. Q 0 USE (3) SCREWS/TAPCONS FOR ALL `p Z J CONDITIONS @TILE ROOF O ., 12 SEE PLAN W p W 2 W > 11 Q W V) 2x4 SYP #2 LEDGER. SIMPSON H3 CLIP w = W to TO STUDS OR BEAM w/ ----- SHEATHING PER PLAN Uj - J W (2) 1/4" X 4% " SIMPS. SDS SCREWS @ 16° (4) 10d NAILS FOR U W a CONV. FRAMED = O.C. MAX.; MEMBERS ONLY a TO GABLE END STUDS Cf J Q w/ (2) 1/4" X 3%" SIMPS. J 0 0 �i SDS SCREWS @ 16" 4'-0" MAX. 1— W Q O.C. MAX.; w 0 � C7 Z TO MASONRY w/ 2x4 PT FASCIA PER © W Q d' M .......� SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS w a v- ..... x 2 3/4" TAPCONS @12" O.C. USE (3) SCREWS/ 2x4 SYP #2 OR STRUCTURAL ENG: MCD TAPCONS FOR ALL PRE-ENGINEERED DRAFTING: CONDITIONS @ TILE ROOF TRUSSES @ 24" ROOF O.C. MAX. -STRUCT: DJ .DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY QC CHECK. CC D01 TYPICAL SHED ROOF DETAIL JOB No. PSQ-2171954 SCALE: As INDICATED 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. 112 =1-0 DATE: 11/15/17