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HomeMy WebLinkAbout3731 Saltmarsh Lp (a)uj 91 cli U_ 00 IV e�09 11J �s co �[ r S z 2 �e �o: O Q- ®e® ®•e % y� '�'®//11111111 0r. O r O co O 0 .i C CO cli ~ �� O) � N Q Qm 04 N 04 E M U) N CD 0 co N '-• s U) co X Q co o- u- c a z 117 a CD. o N - �--� w O 0 co s W.'° Y n i x � y N o n CL O h � J 2 E N �n 0 O G M M � n w � z z Y � O a O _z fV N a O m U N Ln z Q- H M Imo. 0 cn m O z M) B. } •> :n Q N Q C < w Ln 0 CK m o 40 w w Q z . ' a z w a w Q ISSUE DATE 01/12/2018 LE Q!f REVISIONS PROJECT: 17-0108 SCALE: _ AS NOTED . DRAWN BY: JML & JFT DESIGNED BY: MJS COVER PAGE 00 ' ' '....III 111111 11'';11.11'1 III I Il � l �,l�l l 11 I II UJI n UJI to aoirr''®�� '`®®ro►rra sL�j•®eo•eoe•o®®• r� �j`� ���'� G1 • vj p s Uj OD z e z o d `a 0) k GY •e • Gj l� o O r -- d -O O ti E M O �$ U La' CU Vi � �` 'c �( CL m O N cuco�C9 O p .N 0 E 7-5 Lo= X 00 Q ti.. u- U) mW z -v g a) a E 0 N -c a W o� w J U Q 5 J L L CL r4 co J V ro U)M 7 ..� u- - J O U' M n (n < 4-.+ O O C D O C) _ N _ � O O L Q O V-4 - N fCi Lj 00 Ln c: 4- O LL V O 'C O U iL > -p 42 C) 12 0 C ,j ¢ w Ln O a- n a- I�.L iJ -iJ Q 2 r ISSUE DATE 01/12/2018 REVISIONS z PROJECT: 17-0108 z SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FOUNDATION PLAN 01 30'-0" 161.011 1'-411 121-811 1/ Yn 101.011 4'.6" ac CC OMP. 3050 S.H, (EGRESS) 3050 S.H. r Covered lanai ZD 9'•4" CLG. .F.F. °W - Oz ap •A 6 3111 81 /111 cn 21.4" 811 _. _........_._ 141-81' 811 io .411 Master Suite 8'0"x8'-0"S.GD - -- - 9'-4" CLC. s .- '°�n H.B. .411 Cb `ti 13'-4" `~' 3'-4" 51411 30 31.411 C 4 x'61 T sVA VE B.1 OWE -- ti� 9'-4" CLG. ��' c? - C T VANITY wl MIRROR ABV. 4 N Gatherin /)!)11x30° - GA�TTIC I W.C. CES I VTEMP GLASS L ENCLOSURE OVER 9',4" CLC. 42" HIGH KNEEWALL r W.i.c. o vi c M 9'-4" CLG Ito Bedroom 2 9.4 CLG. R & S .... r 51.011 91.8103/,511 QI-6r1 11_1010 51.011 ^'^• o uj m c C7 °P °Q 40 B.F. M w DRAIN PAN N C6 x� AS REQ, s Ln - - ; M _ __ ._......._ R & S o •� 2 LL 9'-4" CLG. o CO) N M R&S �? _ _ ___._.. C..- .....____ 40 BY T V. \A I - ------ w= Cw Lu a z aCD w m - - - - L1G M Lu j pco �� o o 1'_0 .._1 o Cx U ��(( LAV==� � B.2 Bedroom 3 u. M (� 1 _j © yr g ¢ 9'-4" 9'-4" CLG. zz w 0 6 CLG. ..L - J_ z C. Kitc en 41.411 21.211 31.1011 20- n 1011 '1 o M 51.011 101.41' . f T (OPT) N OLA" TUB/ 1/2" GYPSUM BOARD N 5 SH REF. N SHOWER APPLIED TO THE �, W H. --J GARAGE SIDE ULL HT. CD 6'-611 r 4'-011 "' 16'-011 2111 LL N F�er DRYER 22-41-46! : 2zo 9'-4" CLG. - ��ATTIC ACCESS J M M.T. 01 ~ __-- _- a 3080 WD. n m _..._ _ ........_r -- °O U)9'-4" CLG.. " 11 r F�6-0�r) o 2 Car Garage X1,211 31.0" 1/-611 811IASHE�t ooJ Q 9'-4" CLG. F.F.F. ti 4 uj a c 2030 F.G.- oe = CLG F.F.F. o n � 8 l n l n _ 4.Ir r n n 6 0 4.0 8 18/.0 8 _ __ _...._......_. -_..._ .. _....__ _ ...... e. M _ ..._.__ H.B. M 16'-0" x T=0" GAR, DR. 21 -Y 011 7'4v' 11 dr1 11-811 161 -V 011 11-811 L 101.801 -Y V 30'-0'1 19'-4" L/\VLLV 1\L VCV 11\LIYILI-1V V.1 111 v1 V .. v.• BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT • FG - FIXED GLASS • TR -TRANSOM o • GB - GLASS BLOCK M • PKT - POCKET DOOR . d1 • OBS - OBSCURED GLASScm >� co • TEMP -TEMPERED GLASS • SH - SINGLE HUNG (37- 37• 0DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER °- • BP - BYPASS �+ • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS X>,�� WINDOWS, AND TRANSOMS ARE NOTED ON°�°••°°•®•®.'��/j� PLANS. w�e�Ve.•° 6•��J� NOTES: LL ... Q 0 G.)o © ® 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON Sw 00-K r 0: _ JOB SITE. ev o � j 2. DO NOT SCALE PRINTSI CONSTRUCTION TO BE ®�i� ®°•°°. FROM CALCULATED DIMENSIONS ONLY. ANY °°.•°® DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. C:)0 O ~ 0 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB N PER CODE M3072 & M1309.3. co V M 5. PROVIDE RECESS H&C WATER w/ DRAIN @ -- LL C WASHER SPACE. ti•cf)U) N 6. VENT DRYER THRU EXTERIOR WALL U.N.O. ai,� (0 N CD E 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE CU Cl)(/) N CD @ REF. SPACE. CD .-. C -N 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 'r p p E Q E Z ~' 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. C r 00 Q la- � 10. REFER TO EXTERIOR ELEVATIONS & TYP, DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING w REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 O C Z 'z" U.N.O. � © 0 13, ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 u v 2" U.N.O. �-_� -_._.__ ..._ __ . _ .__._ ow o� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. g •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. a Cn o� 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH d HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR u MORE SHALL BE CONSIDERED SHEAR WALL SWS = m o SHEAR WALL SEGMENTS. o z N fl- ,-•� 16. OPENING BETWEEN GARAGE AND RESIDENCE oz � d- o N SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED L' m d- EM SOLID WOOD OR HONEYCOMB CORE STEEL DOOR Q a NOT LESS THAN 1 3/8" THICKNESS AS PER z C� LL FBC-R302.5.1. uCD W E Q 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o Cn , CEILING BENEATH HABITABLE ROOMS (TYP.) Q;Ir M in M C fu < w 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. 6 19. ALL TUB & SHOWER UNITS WILL HAVE a z J ANTI -SCALDING DEVICES INSTALLED. z 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z LO - - ----- LOWEST PORTION OF WINDOW CLEAR OPENING A cin p MIN. OF 24" ABOVE FINISHED FLOOR BEING Q SERVER PER (FBC-R312.2).`� z � p N 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER ¢ N BUILDER / CLIENT o Q O p Cr v (� M DOOR NOTE KEY: w U c%j Ln o N DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD z 0 cn C . " 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD= z �n fl. 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD 0 2 > o C 28 = o T-8" 30 = 3'-0" w Q w LFj n© a. m WINDOW NOTE KEY: z '� o� WINDOW SIZE CALLOUT: o 2040 = 2'-0" x 4'-0" QCn 2050 = 2'-0" x V-0" t o S 2060 = 2'-0" x 6'-0" cn • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & w INCHES AS PER THE EXAMPLE TABLE ABOVE. w o Area Tabulations w ___.-.. _� ISSUE DATE 01/12/2018 Living: o ....._. ------ � REVISIONS 1stfloor: 1,349 sf z p W. Q Total Living: 1,349 sf PROJECT_:_ 17-0108_ >- entry: 72 Sf SCALE: AS NOTED DRAWN BY: JML & JFT Q covered lanai: 103 Sf m DESIGNED BY: MJS » » Floor Plan ABC garage: 391 Sf 0 N FLOOR PLAN Total Area: 1,915 Sf SCALE: 1/8" = TV (11x17) 1/4" = T-0" (2204) o 02 _ IL.ILIL, Ia, Jl�1� 111L11111 L _ 1iii lill 9'-4" BRG. HT. 8'-0" HDR. HT. L 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0_0" FIN. FLR. SCALE: 1/8" = T -O" (11x17) 1/4" =. T -O" (22x34) ATTIC VENT CALLS: (2017) FLORIDA BUILDING CODE (6TH EDITION) R806. MIN. 40% - MAX 50% OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE1 OF VENTED SPACE. TOTAL VENTED SPACE: 2,047 = 6.82 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 2.73SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4 VENTS @ .683 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 5.82F. TO BE PROVIDED w/ SOFFITS @ EAVE: 80.00 LF. @ 0.073 SF, VENTING/LF, UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60% Roof Layout SCALE: 11/16" = TV (11x17) 1/8" = TV (2204) O 0 w a- 0 U w m 0 z w z CDw 0 0 Q ¢ w 0 w 0 w m LA w N LD O U C:) 00 C% .i LLJ C - U a `e��rru 1111 ��ewi � vvC'ee®e e.•. � s . c) O ®e uj m Fes- 0: Z ov Op 0 V - 0 !� e.� eep�� SP 4 I11 O "t O h - C) M O U N J cn fn co r (` Im ti CO Qfl. Q1 0) 04 E cuU)cg0 p N_ .--, N Ctip-N, 0 E :S e = v- = c co CL W 5z � a E , s Lu0 n U' CO � � o U C Z D n C C z L s L C L II^^ V/ A 1 ?.Oni+. V D. J ' V fo ( M M fa n c`n o Ln 0 M M to co 4 a 9 7 s Il D n O D O � N � i c O �' (l) � M oG GO f V U N Ln CL -a c+— w•+ C M O U) ro O O � LL z tl) L1 > n N O C ON i- L �j < W Ln a- z L r s d z z w Y) 4 ISSUE DATE 01/12/2018 w REVISIONS o __._--------- -- :§ PROJECT: 17-0108 z SCALE: AS NOTED ¢ DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 03.A 'lt F- id I 1111:� 1 1:: i I J I , I J11] J l� 1 VA" BRG. _141. @ENTRY 'y HT. 8'-0" HDR. HT. L 0'-0" FIN. FLR. 8" DEC, CORBEL (TYP.) 1x10 SMOOTH FINISH BAND — (TYP.) 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 1 V-4" BRG. HT. @ ENTRY ui ---- --- 9'-4" BRG. HT --- Z 8'-0" HDR. HT. ca 1x6 SMOOTH FINISH BAND (TYP. O Left Elevation "A" 12 6 8" DEC. CORBEL (TYP,) 1x10 SMOOTH FINISH BAND (TYP.) 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 11'-4" BRG. HT. --@ ENTRY 3: 0 9'-4" BRG. HT. w OIL z 8'-0- HDR. HT. 25 -j v- 5 ow o:z= 0 0 z co 1X6 SMOOTH FINISH BAND (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. C:) I,- E C'4 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP) 0'-0" FIN. FL.R. Right Elevation A SCALE: 1/8" = TV (11x17) 1/4" = TV (22x34) mt- 2-2 D 0 cn of a_ as z m LLj c to :c') :z co'T UJ • co ow o:z= 0 0 z co oleo* ese C) .I- C) C:) I,- E C'4 ce) 0 0 u- c CD CU CL E 0 a) N C) 'r- o o E 0 E Lo M C tt3 00 LL c w z z au aE 0 -c E z 0 0 'ui0 :3 W d. o E 1 -J u- anow 'Fu "2 C)4- Ln 04- Ln M fn M C m r., U-) X rn 4-J z ?I a m Z) A C) N 4(1V Ln C) ul) cn 00 J Ln c: < fo �j .2 0 5: cn CL 75u C) V) p 0 < = �j < Lu Ln 0 a- uj z O � ISSUE DATE 01/12/2018 0 ----------------- .............-._.-._....__.-......__.TT-- L� REVISIONS PROJECT: 17-0108 z >- SCALE: AS NOTED < DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" 04.A GFI WP AF I I PRE -WIRE / CLG. FAN/LITE �AF \\ G , PRE -WIRE AF CLG. FAN/LITE O C.M.S.D: AF S.Q. 4 RECESS LIGHTS AF AF X/ x-v--j �p I / 1 AF - --AF AF \ / PRE -WIRE \ CLG. FAN/LITE AF S.D. 1 I AF \ AF A AF \ - \AF U/C GFCI FOR / PRE-WIREBARTO/ DISPOSAL & \ DW. - (3-TYP.)_..SLG W ' ._..N:.. lW FI I _ 2, ___. _ _ GFI i �. AF \l/ V_ 4" GFI -r /HEAVY (I DUTY C \\ \ I \ � AF Fn � I I F AI PRE -WIRE FI CLG. FAN/LITE _.. _ ... G \ / LOW _....._..- GO --- 42-1 GFI 4211 r� \ AF L_ _ J _ _ - — -- j\ \ GFI __ GFI @ WP �, \ \" GRG. CLG. IGFI II I - OPTIONAL OVERHEAD SERVER GENERAL NOTES KEY: SAME AS UNDERGROUND 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. SERVICE 410 SCR AL. AMP NEMA3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. #2 -GROUND TO (2) 518" RODS (V APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NEPA / NEC. 9. OUTLETS LOCATED 1N THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN V-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. 13. 8-0 HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS, ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. + ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.G., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. 0 w n ELECTRICAL KEY: Cf 0 n.. CEILING MOUNTED LIGHT o w .... 0 PULL CHAIN LIGHT PC o cl RECESSED LIGHT Q WALL MOUNTED LIGHT z 0 LLJ WALL WASH RECESSED DUPLEX RECEPTACLE Q 220 V RECEPTACLE < Q w 112 HOT, 112 SWITCHED - AWP „WATERPROOF RECEPTACLE FLOOR RECEPTACLE w - \ PRE -WIRE FOR CLG. FAN GFI GROUND FAULT INTERRUPT --._._..., _. WALL SWITCH o 0 3 -WAY SWITCH --- -- �o DIMMER SWITCH c I1 TELEPHONE JACK Q < CABLEJACK m PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ELECTRICAL PANEL - 0o CHIME 0 f 0 DOOR BELL / GARAGE DOOR SWITCH \ DISCONNECT SWITCH --------- ..... --------- z - O ELECTRICAL METER 0 S.D. SMOKE DETECTOR ul C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR Of CEILING FAN V) w Of WALL SCONCE uj o\ CHANDELIER cn �r SPOT LIGHT o FLUSH MOUNT FLUORESCENT LIGHT w Of FAN / LIGHT COMBINATION o C� cn GARBAGE DISPOSAL MOTOR Q — OO SPEAKER Qo CD O JUNCTION BOX Electrical Plan "ABC" _ L.V. LOW VOLTAGE cf V.P. VAPOR PROOF n SCALE: 1/8" = T-0" (1107) 1/4" = T-0 (2204) A.F. ARC FAULT PROTECTION O O CO f�- 0 M p U .i u CO (n to ' U) 0) N c co 70 �( it cD C4 N �U)N(U 04 O _~ N O E :S Lo X = _c cu 00 < a.u- c m W in z {U Z � g w E� _c w az w w U 0 0 z w Q co Q a O O � o a p w i � 12J m z V G ro LL 0 LliM Fn m x M w Li O J Z z m 0 I— cn 0 o � N � cr V) O o u 0000 N N Ln ro Q 4— F"i C o M t7 Q O L_ O z O- > -a N OTn > NJ p cCp C o Q W Ln d m r w w ` a 0 z 0-1 w o ISSUE ...... ... .. L ........... . ....DATE\01/1-- 2/2018 REVISIONS _......__._-------- . _.—. aPROJECT 17-0108 ....._. _ _ z SCALE. AS NOTED DRAWN BY: JM_L_& JFT z DESIGNED BY: MJS - .r. ELECTRICAL LAYOUT 05 I n o o riovieior n ra uni H i r, ,u -1 a 11VI IV 19' n w 0 0 O 0 w 0 v w m O 0 Z w N z c� w ca z ¢ w 0 Q J W co w z 0 U5 w a 0 cn w 0 z J L w m w z S C.7 0 0 z 0 m 0 U N w w of m m x w w 0 z w Of ¢ 0 cn Y Of CL a c� In i CONCRETE BLOCK i' HEADER OR STEEL LINTEL ®z ------ PC EXP. STRIP cn Iia 11 PC ANCHOR �0 s®eeooes®• �� eo • /� `fir i� e --- STRIP Lu Q 0: z GLS. BLK. PER PLAN C:) �-- 0 O I'— 0 M U J LL' C6 CO 0) ( N PC PANEL m N (o O co �-. .� 0 C) 0 E d0 �. �= 0o Q = c u- cU Mw z z REINFOR. �g cu a E, _c W E � W ✓i U 0 SEALANT z ;n z z N th PC ANCHOR STRIP T ­.__.___T._7__ ------ 8 N z M w w C o M M r - - _ IEXP. BOLT (2) w z m 0 PER ANCHOR � o O p N fo 41 d 0 U) M 00 z ¢ MORTAR o C C LL O 0 o z N Q %' qj 2D -5 B O o ¢ ¢ w Ln O a m o ASPHALT � r w ¢ m . 0 z 0 r EMULSION ISSUE DATE 01/12/2018 REVISIONS L _ CONC. BLOCK --_ ¢ PROJECT: 17-0108- z SCALE: AS NOTED " DRAWN BY: JML & JFT DESIGNED BY: MJS WALL .wr.. DETAILS D1 EXTERIOR FINISH PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP):_USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER V O.C. (FOR USE WITH "THINLINE"SERIES GLS. BLK.) OR Z. O,C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE: ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOM): MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY, FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " „ 4 EXPANSION STRIPS ARE AVAILABLE THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, - STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]""PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN, 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT' INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. SHIMS. CENTER THE IN THE GLASS BLXr\DETAILS 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO WINDOW SCALE' N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY, BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' R905.2 7 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO ' 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION, DO NOT USEEXPANDABLE FOAM. THE USE _.. ._ __...__._. HCDPL/R NP. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN 7/8" STUCCO OVER PAPER ROOF COVERING PER PLAN 15/32" C.D.X. OR 7/16" O.S.B. (MIN. STRUCTURE AND WINDOW. THEN, CAULK THIS GAP, 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH U.N.O. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW), ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC 2x's @ 24" O.C. W/ HUGHES MP3'5 ____ _ --------- ATTACHED TO SHEATHING F N G S E U E N C I N G. Q WHEN GREATER THAN 24" x 24". - LASHING L • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. / TRUSS @ 24" O.C. ' • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. / O.C. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. I \ RUSS @ 24" NOTE: ROOF COVERING PER ---- PLAN PLAN_------ SELF-ADHESIVE TYPE FLASHING 1S A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. - - '" x _ ROOF UNDERLAYMENT IMPORTANT: - 15# FELT DRAINAGE PLANE ... _ I FIRE BLOCKING METAL FIRE BLOCKING 2x4 BLOCKING PER FBC R905.2.7 ROOF SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB _ AROUND FLUE LI NER 2x4 #2 SPF OR #3 6" MIN, LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS ' SYP STUDS @16" O.C. WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER - 7/8" NOMINAL STUCCO THICKNESS WARRANTY IF EXPOSED O T MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ;, ANY WINDOW.----- PAPERBACKLATH PEEL AND STICK TAPE f _. METAL OR PLASTIC EXPANSION JOINT MANTLE - / / \ DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME /MASONRY CONNECTION. /. MEMBRANE STRIP COVERING WOOD FRAME \ �.- INTERSECTION UNDER EXPANSION JOIN EQUAL WRAP BT-20XL-9" WIDE, TO PRE -FAB FIRE BOX DAMPER / \ TO PROTECTO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTITIOUS FINISH 18" NON-COMBUSTABLE MATERIAL FOR HEARTH FOUNDATION (\ / I �. o VALLEY RAFTER SCALE: 3„ _ 1, _O„ 21WINDOW DETAILS 20 STUCCOBONru""BREAK/FLASHING DETAIL PRE -FAB FIREBOXFLASHING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. I n o o riovieior n ra uni H i r, ,u -1 a 11VI IV 19' n w 0 0 O 0 w 0 v w m O 0 Z w N z c� w ca z ¢ w 0 Q J W co w z 0 U5 w a 0 cn w 0 z J L w m w z S C.7 0 0 z 0 m 0 U N w w of m m x w w 0 z w Of ¢ 0 cn Y Of CL a c� In i cue ®z cn Iia ✓ �0 s®eeooes®• �� eo • /� `fir i� e e 6,.•e o W Lu Q 0: z C:) �-- 0 O I'— 0 M U J LL' C6 CO 0) ( N m N (o O co �-. .� 0 C) 0 E d0 �. �= 0o Q = c u- cU Mw z z �g cu a E, _c W E � W ✓i U 0 z ;n z z N th C7� 8 N z M w w C o M M r x LJ w z m 0 � o O p N fo 41 d 0 U) M 00 z ¢ rq Ln H C M ^ o C C LL O 0 o z N Q %' qj 2D -5 B O o ¢ ¢ w Ln O a m o �■ � r w ¢ m . 0 z 0 r ISSUE DATE 01/12/2018 REVISIONS L ¢ PROJECT: 17-0108- z SCALE: AS NOTED " DRAWN BY: JML & JFT DESIGNED BY: MJS .wr.. DETAILS D1 FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/1N THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF, IN EA. CELL, CONT. PER PLAN, 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/211-1-1/8", 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, DESIGN PRESSURES ENGINEERED LUMBER GENERAL WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B I C� NOTES INTERNAL PRESSURE COEFFICIENT +/-0.18 FOUNDATION DETAILS WIND PRESSURE &SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF FOUNDATIONS THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). O 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN BEARING CAPACITY 2000 PSF VALUES AS FOLLOWS: TERMITE TREATMENT COLUMNS BEAMS STUD REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.NA. FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL (- 26.4 LIST OF REQUIREMENTS Fb =2650 Fb = 3000 Fb = 2200 CAST IN PLACE CONCRETE Ft =1650 Ft =1700 Ft =1500 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, Fc = 450 Fc J = 900 Fc = 450 AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO Fv = 285 Fv = 285 Fv = 150 ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 CONDITION U.N.O: WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 2. 5/13" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LIVING SPACE IS ABOVE THE GARAGE, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND MEANS AND METHODS AT EACH END SHALL BE PROVIDED. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE ERECTED& TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' BOLTS AND THREADED RODS SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153: (12.7MM) GYPSUM BOARD. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, MASONRY WALL CONSTRUCTION METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA PSI (fm = 1900 PSI) MINIMUM G50 ZINC COATING 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PRESERVATIVE WOOD TREATER. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSES WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR POSITIONERS IN MIDDLE OF WALL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 9, EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 10, MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" AND STRUCTURAL PLANS FOR MORE INFO. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING TRUSS ENGINEER OF RECORD CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO LATEST EDITION OF ANSI TPI 1. CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 14, DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MANUFACTURER UNLESS NOTED ON PLANS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF CONSOLIDATION. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY WOOD CONSTRUCTION TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED "No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES= 60 PSF/ 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS = 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS'ROOM/GAME ROOMS = 60 PSF U.N.O, WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. FLOORS= 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING; E (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS 0 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS SSBR AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING &BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM BY OTHERS. EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT, TO EA. TRUSS HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSL-B3. ("T" BRACING MAY USED I.L.O.. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-B3). WOODEN TOP PLATES. -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/1N THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF, IN EA. CELL, CONT. PER PLAN, 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/211-1-1/8", 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, 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 FOUNDATION DETAILS WIND PRESSURE &SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O GENERAL DETAILS SD3 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 (+) 20.2 (+) 20.2 20 -) 22.0 (- 26.4 (+) 19.0 (+} 19.0 50 (-) 20.8 (-) 23.9 100(+) 18.0 (+) 18.0 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+)18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM QLO STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES S2A FOUNDATION PLAN S2.1A DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4A LINTEL PLAN S5A ROOF FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS Uj ®`��®®®®o•000®®oo •�fJ'®I CJD MASTER UPDATES sv.•�, o, d••;�,�s=�J� Q .. Q®v) O Pfd LU M • mi NUMBER DATE DESCRIPTION INTIALS = z CD ¢ �' z o fii ••• % s� C j _ co •t see 0_ 60066 1 2/16/2017 CREATED ELEV A, B, & C (MID -FLORIDA LUMBER) DP Uj''�� ®®�` Uj ®®�®11111111® ZR 2 2/24/2017 UPDATED SHEET NAME FOR ROOF FRAMING PLAN DP " o O UPDATED SLAB NOTE TO READ 4" & LEGEND ON DOWEL SHEET TO z z 3 3/10/2017 DP O READ GRADE 60 STEEL 65 o v° 4 8/28/2017 UPDATED WINDOWS AT BEDRM #3 & 4 PER ARCH UPDATE HG a A CREATED OPTIONAL TRAY @ MASTER SUITE FOR ELEVATION A 0 �? ° 5 9/25/2017 DP 17- W PER WP -156 �, Uo 6 10/18/2017 UPDATED WOOD BEAMS AT ENTRY TO LINTELS DP O z ° m ¢ L Z� 7 12/14/2017 SHIFTED LAUNDRY/PANTRY WALL 2" PER ARCH UPDATE DP o J WW z UJ PLANS HAVE BEEN UPDATED TO MEET FBC 6th EDITION (2017) o � °' �'` o 8 1/26/2018 HG Q/ °� Cl) O U) N RESIDENTIAL ° 0 Uj z > M 00 w Z¢0��CO N F- _j o fc >- o O W V F- W�,.� U) �Q 2 O< Lu O �1 Z[��z�►Z E U 1- n/LIJJ Q�w= L.L. LL 62 W ci O Z W o _ 0 OO ¢ U) z � r CL 1 2 z ao o Z -1 o W 0 LLJ z2 Q tC z Uj3:0W� w W J z I� W W c~n =Z� �_ Ipr Q 'S co C o o� Z qt W rn LU BLDG DESIGN: --- 0 USTRUCTURAL ENG: MCD _ _ _........ __...... .. ._... W DRAFTING: �= -DESIGN: --- F�--STRUCT: HG QC CHECK: CC W JOB No. T PSQ-2180007 j___., ____ ..,_,....-- < SCALE: AS INDICATED F- _ __ W DATE 02/20/18 0 w cn I-- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. 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. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. i C 30'-0" FOUNDA FOUNDATION NOTES: W 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q LAPPED MIN. 6" AND SEALED. REFER TO FBG -R CURRENT EDITION SECTION 8506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH _____ ...._ ._ _ __ ... _.. PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO 1MNM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN Q CURRENT CODE EDITION). F 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". W w 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Z RECESSING DOOR SILLS. Q 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 04 & CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) F= 5 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE W THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR L1J USE ALTERNATE APPROVED METHOD.CD 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY W COMMUNITY & COUNTY CODES. O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL (9 W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION 13 INSTRUCTIONS. m 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q 0 10, PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED LL W 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD � FOOTING STEP DOWN AND CORNER INFORMATION. O 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE O CCU U IJ �J IJ U � E/�/p L SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION / 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS / FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE _ PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Q SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS �®®111111111/�®� BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 d�1`®� •®�C®®®����� ®�®® 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO p ��•• �y°°•� d - DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE U �® CO � p 0°o j LLj 00 dq STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q v Z r W ** d Y 0 FOOTING SIZES PENDING DEPTH OF STEMWALL. Q ° 6 O: Z � J Z ® z w 4( : ®U 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE �.°•®% 00: .0 p J HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE- STOP--- W ®�i�d 0000° 0000• ; Uj Q CONTACT E.O.R. PRIOR TO CONSTRUCTION Q 0- 16. 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U 1111111111 �p SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE j FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY V5 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U 0 REQUIREMENTS ARE MET. O ``baa d FOOTING SCHEDULE M Z 0 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. ? QO 6 _ o WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. • z BARS & 3" MIN. COVER TO EDGE OF CONC. Z 0 _ p' 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O,C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN Z (3) #5 PARALLEL TO 12" � BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. U_ (D (D24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z O uj U W O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O ...� O 0 L E BARS & 3" MIN, COVER TO EDGE OF CONC. Q ` 06 � U) r 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U 1 C Z - N 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q (.9 H Z BARS & 3" MIN. COVER TO EDGE OF CONC. W Q z U zo _>j W m 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. F- _.! O p >- c 0 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W Z 5 W 00 d; c O BARS & 3 MIN. COVER TO EDGE OF CONC. —Q 2 w o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W FJ-- Z o = Z W Z E 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z O () Q = w Y O BARS & 3 MIN. COVER TO EDGE OF CONC. Q 0 LL 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. I j LL Imo -O ,On 3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W Z LL O BARS & 3 MIN. COVER TO EDGE OF CONC. V = O O 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z „� BARS & 3" MIN. COVER TO EDGE OF CONC. w 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. U) M WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. a., BARS & 3" MIN. COVER TO EDGE OF CONC. n 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 0 Q ~ 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z O BARS & 3" MIN. COVER TO EDGE OF CONC. Q Z J 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. O W W 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p W E" > BARS & 3" MIN. COVER TO EDGE OF CONC. 2 ; 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.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. J 114"12'-8rr 1'-2" 3'-8" n6--4' 3'-8" 1'-211 Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z z LU 0 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. w ■ ■ ■ ■ ■ ■ GRADE 60 #5 CONT. FT.G TO TIE BEAM. Z N ■ (1) # 5 @ TOP, BOTTOM z a LL' _ o `& @ 24" O.C. ❑ 0 V r- VERTICALLY BETWEEN o F` cn 3'-4 8'-8" 2'-0" COLUMN & MAIN W Uj HOUSE CMU x 1z w ❑ _ - 0 O ■ ■ FILLED CELL W PLAN VIEW J_ o (1) CONT. # 5 FROM i� TIE BEAM TO FOOTING O UL W z ■ MASONRY WALL U_ ■ REINFORCING PER (1) # 5 @ TOP, BOTTOM PLAN (TYP). 0 CCU MTV �LE/r L U)& @ 24" O.C. VERTICALLY BETWEEN O 9 COLUMN & MAIN °J \°./ HOUSE CMU W W /00 ■ / SECTION VIEW O J / a AlDl MASONRY COLUMN TIE IN o ■ 1/211=11-011 W m :� ®INUllllrr c IT ®® I/ (� a ®° °O°® �� 0 C6 Co cc: pa Cp Q p ®�'�®®11111&9N`� LL Z co O ■ '� > U ° L --------- W o — o I L--------- z ° II 13 m II DO (5U z II Z � ti Ila ° flo O O h � Ilo � ■ I I O Z W I.. `— O O O'� W V~ H II Q n 06 J U)�� p ^ O � � U ■ w ZI'-Z>_ 7551 o W 1.-3F o 0 b bo W �WFX0 r W F-` O O Z O W Y ZO E 0z F— 0 U< Ww Ja un_ _, < F_1..x.1 Q LL W 0 ------------ W0 I I I ix ■ O Z c4 ■_=__________ _ p o 0 � f I b z co I I Cr) w M � e- 0° ■ ■ q- 0o Z a 0 CV � z J ■ ■ ■ o to O LL r -------------O 1,_10" 31 _8n 11z I rm c -1 i r W II II � a 3: O>W cra ■ ■ ■ o W W W s Q Q Z (- ■ 1'-2" 2'-10" Q ?>; C0 X M 0 G ■ ■ ■w rd Z Z a. oBLDG DESIGN: STRUCTU� • � - DRAFTIN RAL ENG: MCD W -DESIGN: --- 21-011 T-4" 1 16'-0'" r 4.r 1'-pn -S7RUCT: HG QC CHECK: CC W JOB No. PSQ-2180007 Q SCALE: AS INDICATED Lu 02/20/18 DOWEL PLACEMENT PLAN z W 1/4'= 1'-0" cin 7DATE: 'RIGHT 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, du Ilication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited: ,. p I I_ 'I V1 I I I11 IJ 11111!1! 9111 II 1 l (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL\ / HOLD BRG WALL BACK ,..a BOND BEAM IN FULLY BOND BEAM IN FULLY MASONRY WALL ABOVE - WALL SO GYP FINISH IS 2x BRIG WALL PERk'MUNITY SEAL aI1 ° 1.1 SEE PLAN PLAN AND BEARING F - GROUTED CELL. I GROUTED CELL. ANCHOR TO HAVE MIN. FLUSH W/ z SPLICE TO BE MIN. 30 (2) #5 BARS @ TOP SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP 7" EMBEDMENT BELOW FOUNDATION BELOW WALL SCHEDULE 0 11 WHEN MONO DEPTH _ �I WHEN MONO DEPTH LOWEST STEP OF MIN 5 CONIC, SLAB PER w MASONRY WALL ° 11 cn M ° 11 -� It CONC. SLAB PER 1 SEE PLAN I I EXCEEDS 26 . IF W I l EXCEEDS 26 . IF M CURB _ ,. FOUNDATION PLAN FOUNDATION PLAN t / DEPTH IS LESS THAN DEPTH IS LESS THAN LU 26" THESE BARS ARE ¢ 11 (1) #5 CONT. W/ 1-1/211 W M CONCRETE SLAB PER CONCRETE SLAB PER > I 26 , THESE BARS ARE o i NOT REQUIRED ° NOT REQUIRED 2 COVER TYP. z ¢ �' ¢ I 2x P.T. BASE PLATE FOUNDATION PLAN a FOUNDATION PLAN a u7 L� > II VARIES CONCRETE SLAB PER 4 a > z ¢ FOUNDATION PLAN F \ #3 STIRRUPS @ ° ] e ° .4n ° SEE PLAN o 48" O.C. WHEN _ ° r _ d w MONO DEPTH 'd ' a° ° • a °. •I a ' ao •.4° ° a, L oo ° - 11 I- 'I a ( #3 STIRRUPS I _ l ". a r a - •A —i - a" ° 4 ° -_ EXCEEDS 26 IF - ..I GRADE z 1 @ IP° GRADE z_ 4cw" I - a ° ° ' d Q a a a W 00 = - ° I - 48 O.C. WHEN 00 ° ... a -. ..- DEPTH IS LESS I - I - '. ° -_ z _ _ �- III ° _ _ _ z_ 1. z o MONO DEPTH -' I I °° o I I I- I- I .. III=) I-1 `o THAN 26 i . ° .II - 1 - - I ° 4.' .. ;�I III M I16"i ° -- .- °, EXCEEDS 26 IF i -- - I - -.-. - = I I I- I- =_ - z THESE BARS - -- I-II .. 4 I I-� a I- I ° .. .aj I- o )- - O ARE NOT REQ'D a° -� - bEPTH IS LESS co _i - - -- -� - .. I I- r THAN 26" I I I I - t III I I -I THESE BARS (1) #5 BAR CONT.�- _ - - - I - W/ 3 COVER TYP. 8" 1611 4" (2) #5 BARS CONT. I I - - I ARE NOT REQ'D I (I I= I=I I- CLEAN COMPACTED m W/ 3" COVER TYP. I I -I I CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ p FILL 95% STANDARD 8" 11-411 DENSITY FILL 95% STANDARD 6 8 8 10 8" 1'-4i1 @ W/ 3" COVER TYP. @ 3" COVER TYP. DENSITY DENSITY (2) #5 BARS CONT. W/ ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED Uj MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD FILL @ 95% STANDARD 1= WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY u_ Z GRADE AND 1-1/2" CLEAR TO GRADE AND 1-1/2" CLEAR TO SHALL BE 1'-4" WIDE W/(3) #5 BARS _ SHALL BE V-4" WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O O ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 11-8" WIDE W/(3) #5 BARS SHALL BE V-811 WIDE W/(3) #5 BARS 0 (- WEATHER WEATHER Z CL O A­FO�TYPICAL EXTERIOR FOOTING fi`F�0TYPICAL GARAGE CURB FOOTING FO NON-BEARING SLAB STEP DOWN A�F�ODOUBLE STEP FOOTING A­F�0BEARING SLAB STEP DOWN > 0 11„- I 11 11� I 11 11,,,; 1 11 11. 1 11 3/411=1'-0" 3/4 =1-0 3/4 =1-0 3/4"=1 3/4 =1-0 0- W w D O W x SN * Y4� * a`�� ®00000000 �® ti/ Z, W M 2x BRIGWALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATE SEE PLAN FOR CLEAN COMPACTED I I SHOWER SIZE FILL @ 95% STANDARD DENSITY CONIC. SLAB PER I © CONIC. SLAB PER 8"x12" THICKENED o �. a.a ° ; U T 1111 } O FOUNDATION PLAN I z FOUNDATION PLAN SLAB W/ 1 #5 CONT. ¢ ° , I OPTIONAL CURB BY O `- � ° BUILDER W/ 3" COVER TYP. ? r O g � z ° °.. .; I a .. #5 CONT. O m X811 ; CONIC. SLAB PER 4 w �'al' ° ,•. ; I .. z p. a GRADE W -- a i REINFORCEMENT SIVE Z °, . 4. w o 41.. FOUNDATION PLAN O - FOUNDATION PLAN - - - > ° FOR QUANTITY U _ e .. __ a...., .�... O - z —_ —_ " I I I=1 11=1 I I- 1=1 I i I I=1 I I U) M °� -1 L a , d a — d � " GRADE A. — a _ I I—III—III III LII ° .. III—III- a ' ..I 4a 90 -DEGREE #5 HOOK a J _=III 4 -I 11=1 11=_- - d III III-- a L BARS AT CORNER OR -- o 11- 11 —_-1 1=I I_1=I I 1=1 I 1 _I I I—III-1 I I I I I—I (I- 4°.. d ° �° ° . VERIFY PLAN DETAILS a ° . I BEND CONTINUOUS #5 a1 o 8 4 _ 11 I I 111 I —I I �_ .. _ .,o _ .� .. I ° d ° la -I; - _ w ° . 4 .° _ ° d . 18 - 8 W W �• FOR REQUIRED a. ° BARS AROUND 0 —III (2) #5 BARS CONT. W/ - -I I -I I ° 1 I - �- ^-_ -) I —= -__ -II= CONT. BARS. MAINTAIN ° ° a. a 0 z° �, _ _ � °' I ° CORNER. LAP REBAR � U c � 1 IL".., I— (2) #5 BARS@ TOP I I; I -_- - 13" COVER TYP. "' " �' �" �'" ° ! PER DETAIL MD08 ON I- o$� 3" COVER TYP.. 8" 811 811 811 .- _I I T : _. I I (=III WHEN MONO DEPTH—I i I -I i -_ I I I I t l=1 I II -1 �. LINTEL PLAN z - DG III=1 I I EXCEEDS 26". IF _ 11 11 ° -16 MIN. 16 MIN. DEPTH IS LESS THAN -1 I I -I I - Q z VERIFY PLAN DETAILS I I L -III -1 I I III I-- c� 11. 26",THESE BARS ARE BEND EACH CONT. #5 W %`' r #3 STIRRUPS@ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN O Co w O.C. WHEN MONO CONT. BARS. MAINTAIN z O W V ti IW DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 11 OR INSTALL #5 HOOK O 0 C) J F- E W/ 3" COVER TYP. FILL @ 95% STANDARD 3 COVER TYP. BARS FOR EACH CONT. 06 J v WHERE 2ND STORY OCCURS, FTG DENSITY BAR. LAP REBAR PER U Z IF DEPTH IS LESS J. - O _ N a SHALL BE 1 -8 WIDE W/(3) #5 BARS DETAIL MD08 ON j ,a THAN 26" THESE BARS O C,� w p In .0 ARE NOT REQ'D00 LINTEL PLAN W z Q O m wW� 0 AF0 FOOTING AT INTERIOR BEARING AFO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE *F0 TYPICAL STEP FOOTING DETAIL AF10� TYPICAL CORNER BAR DETAIL (TOP VIEW) ° o W Z U)0ROQ .. 3/4"=1'-011 3/4"=1'-0 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 Z ¢ O ?,t m w o Uj o=zwz E U OQ?W�O �� z O ¢13 u<W EL $ C.M.U. FINISH PER 8" CMU - W h- O a ELEV. CONIC. SLAB PER FINISH PER ELEV. O W LI. ZO FINISH FLOOR ¢ _ O FOUNDATION PLAN FINISH FLOOR z PENETRATING PIPE z --1 d. -.. a .. 11 M +..wA,..l,..1. MAX. 4 PENETRATING U) :4 a ° ,.. #5 LOOP TIE (TYP.) ; ; PIPE. MAX 4" O • . ' ° ° .d a GRADE WOOD POST PER PLAN a U) FILLED CELL PER PLAN r> ; 4. REFER TO _ FOR SIZE AND BASEW �4.FOUNDATION PLAN4L.—U,- CONNECTION z Z O NOTE: AT FRENCH Z FOR CONT. Q DOOR LOCATIONS. 4 - - TOP COURSE TO BE O _ _ � FOUNDATION PVC SLEEVE MAX I ° �T -� � Ca O CONTRACTOR TO M r INFORMATION 6" DIAMETER - -Ill- CHAIR BLOCKS. _, W ; VERIFY WITH DOOR GARAGE n, ___ Q.ad. ;d' FOOTING PER PLAN ENTIRE BASE TO BE z Q FILLED SOLID , W u MANUF. FOR ° SLOPE FOOTING PER PLAN 1= SEE ELEVATION (� REQUIRED RECESS ._. _�I� - z (I CMU BASE W/ (1) #6 10 -- J I -I I ��I I CLEAN COMPACTED VERTICAL @ EA. z = J . a. THRESHOLD PER MFR'S. PVC SLEEVE L - FILL @ 95% STANDARD F - SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN o W LLI LU (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z CL THRESHOLD PER TO TIE INTO EXT. FTG. b .�a .1 A- '�C Z EXTEND SLAB OUT 1 1/2" AT CONIC. SLAB PER MANUFACTURER'S GARAGE WALL BY TIE IN OR EPDXY a° z = FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN L. .4 I O I— J Q 1 SPECIFICATIONS BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION - - (2) #5 x 4'-0" BARS ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS � ' A. � � � _ CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE ° . > O t 4 PENETRATION FOOTING PER MF08 ON �. "A e A 4 I . � © � � Z CONIC. SLAB PER W ( DRIVEWAY BY 4 4 a. d,� a THIS SHEET BEYOND , I W a M FOUNDATION PLAN 411 BUILDER- CONCRETE _— -- d . , _ - a' 4 a CONIC. SLAB OR q vi 0. _.. OR PAVERS - I I d A.. III -I I ° o,,a - PAVERS PER PLAN PITCH a . I a °.. W --I --- M - Q -_ - I I III -I a °. 4 GRAD c� a ° 4 ° ° STRUCTURAL ENG: MCD v °,•. : SLOPE °.. I I a 4IT -- da --_ W DRAFTING: _. .._----- W-.....— _ I ° e q PER DOOR MANUFACTURER - - -�--- CLEAN COMPACTED a' d =I I = z . SLOPE EXT. SURFACE I I II T �- - I - I I — _ 00 --I I -- 'a 4a a (� RESER TO SEE FOUNDATION FOR - --- _.._... _...._. _.w-- RGRADE 1/8 PER - =1 I I FILL @ 95% STANDARD III- = I I - - 4„ . ° .. 4 : ° O I I- I =I -- - I ((- I_ I ,- -_ - I - I FOUNDATION PLAN PAD SIZE - $ 4 I I ho QC CHECK CC FOOT AWAY FROM '-I I -1 I =1 I I III- DENSITY MPACTED-'� �• -w� •� ° i N JOB No.PSQ-2180007 BUILDING 411 811 8" x 8" THICKENED PIPE PARALLEL TO FND ; I (-) SIEE FDIN I-�� I- FOR CONT. FILLA@ 5°O/o STANDARD I79_ _. III I _ I FOUNDATION I 4 ° :° I `_t SCALE AS INDICATED 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. - - PLAN FOR W/ 3 COVER, TYP. I I I INFORMATION DENSITY I I _, _ - - I- z wv DATE: 02/20/18 AS REQUIRED SIZE & REINF. F1 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-011 3/4"=1'-011 3/411=11-011 3/411=1'_011S3 F-- -COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. NOTE TO CONTRACTOR: O ^►'�®.Z�•'0 •% 0 `,a ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D = e • z -t p . FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z `t . 0 w tW- mg Z 0: ADJACENT MONO AND/OR STEM WALL U o N = ' 0 v C) ®o�� z �;:.0 FOUNDATIONS AS SPECIFIED THIS DETAIL. _ °C.p MIN. 24" BEFORE 4 w a ': 'a .L. n e • ®. v ®i®�®•...®®p�U<C��` Z IL g Z ANOTHER STEP da:.• Q EE DENSITY CONIC. SLAB PER I © CONIC. SLAB PER 8"x12" THICKENED o �. a.a ° ; U T 1111 } O FOUNDATION PLAN I z FOUNDATION PLAN SLAB W/ 1 #5 CONT. ¢ ° , I OPTIONAL CURB BY O `- � ° BUILDER W/ 3" COVER TYP. ? r O g � z ° °.. .; I a .. #5 CONT. O m X811 ; CONIC. SLAB PER 4 w �'al' ° ,•. ; I .. z p. a GRADE W -- a i REINFORCEMENT SIVE Z °, . 4. w o 41.. FOUNDATION PLAN O - FOUNDATION PLAN - - - > ° FOR QUANTITY U _ e .. __ a...., .�... O - z —_ —_ " I I I=1 11=1 I I- 1=1 I i I I=1 I I U) M °� -1 L a , d a — d � " GRADE A. — a _ I I—III—III III LII ° .. III—III- a ' ..I 4a 90 -DEGREE #5 HOOK a J _=III 4 -I 11=1 11=_- - d III III-- a L BARS AT CORNER OR -- o 11- 11 —_-1 1=I I_1=I I 1=1 I 1 _I I I—III-1 I I I I I—I (I- 4°.. d ° �° ° . VERIFY PLAN DETAILS a ° . I BEND CONTINUOUS #5 a1 o 8 4 _ 11 I I 111 I —I I �_ .. _ .,o _ .� .. I ° d ° la -I; - _ w ° . 4 .° _ ° d . 18 - 8 W W �• FOR REQUIRED a. ° BARS AROUND 0 —III (2) #5 BARS CONT. W/ - -I I -I I ° 1 I - �- ^-_ -) I —= -__ -II= CONT. BARS. MAINTAIN ° ° a. a 0 z° �, _ _ � °' I ° CORNER. LAP REBAR � U c � 1 IL".., I— (2) #5 BARS@ TOP I I; I -_- - 13" COVER TYP. "' " �' �" �'" ° ! PER DETAIL MD08 ON I- o$� 3" COVER TYP.. 8" 811 811 811 .- _I I T : _. I I (=III WHEN MONO DEPTH—I i I -I i -_ I I I I t l=1 I II -1 �. LINTEL PLAN z - DG III=1 I I EXCEEDS 26". IF _ 11 11 ° -16 MIN. 16 MIN. DEPTH IS LESS THAN -1 I I -I I - Q z VERIFY PLAN DETAILS I I L -III -1 I I III I-- c� 11. 26",THESE BARS ARE BEND EACH CONT. #5 W %`' r #3 STIRRUPS@ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN O Co w O.C. WHEN MONO CONT. BARS. MAINTAIN z O W V ti IW DEPTH EXCEEDS 26", (2) #5 BARS CONT. CLEAN COMPACTED 11 OR INSTALL #5 HOOK O 0 C) J F- E W/ 3" COVER TYP. FILL @ 95% STANDARD 3 COVER TYP. BARS FOR EACH CONT. 06 J v WHERE 2ND STORY OCCURS, FTG DENSITY BAR. LAP REBAR PER U Z IF DEPTH IS LESS J. - O _ N a SHALL BE 1 -8 WIDE W/(3) #5 BARS DETAIL MD08 ON j ,a THAN 26" THESE BARS O C,� w p In .0 ARE NOT REQ'D00 LINTEL PLAN W z Q O m wW� 0 AF0 FOOTING AT INTERIOR BEARING AFO FOOTING @ SHOWER AT MASONRY AFOkTHICKENED EDGE *F0 TYPICAL STEP FOOTING DETAIL AF10� TYPICAL CORNER BAR DETAIL (TOP VIEW) ° o W Z U)0ROQ .. 3/4"=1'-011 3/4"=1'-0 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 Z ¢ O ?,t m w o Uj o=zwz E U OQ?W�O �� z O ¢13 u<W EL $ C.M.U. FINISH PER 8" CMU - W h- O a ELEV. CONIC. SLAB PER FINISH PER ELEV. O W LI. ZO FINISH FLOOR ¢ _ O FOUNDATION PLAN FINISH FLOOR z PENETRATING PIPE z --1 d. -.. a .. 11 M +..wA,..l,..1. MAX. 4 PENETRATING U) :4 a ° ,.. #5 LOOP TIE (TYP.) ; ; PIPE. MAX 4" O • . ' ° ° .d a GRADE WOOD POST PER PLAN a U) FILLED CELL PER PLAN r> ; 4. REFER TO _ FOR SIZE AND BASEW �4.FOUNDATION PLAN4L.—U,- CONNECTION z Z O NOTE: AT FRENCH Z FOR CONT. Q DOOR LOCATIONS. 4 - - TOP COURSE TO BE O _ _ � FOUNDATION PVC SLEEVE MAX I ° �T -� � Ca O CONTRACTOR TO M r INFORMATION 6" DIAMETER - -Ill- CHAIR BLOCKS. _, W ; VERIFY WITH DOOR GARAGE n, ___ Q.ad. ;d' FOOTING PER PLAN ENTIRE BASE TO BE z Q FILLED SOLID , W u MANUF. FOR ° SLOPE FOOTING PER PLAN 1= SEE ELEVATION (� REQUIRED RECESS ._. _�I� - z (I CMU BASE W/ (1) #6 10 -- J I -I I ��I I CLEAN COMPACTED VERTICAL @ EA. z = J . a. THRESHOLD PER MFR'S. PVC SLEEVE L - FILL @ 95% STANDARD F - SPECIFICATIONS TOP VIEW @ CORNER (FRONT VIEW) MAX 6" DIA. CORNER. SEE PLAN o W LLI LU (SIDE VIEW) DENSITY FOR BASE SIZE; BARS z CL THRESHOLD PER TO TIE INTO EXT. FTG. b .�a .1 A- '�C Z EXTEND SLAB OUT 1 1/2" AT CONIC. SLAB PER MANUFACTURER'S GARAGE WALL BY TIE IN OR EPDXY a° z = FRONT ENTRY DOOR & GARAGE FOUNDATION PLAN L. .4 I O I— J Q 1 SPECIFICATIONS BEYOND CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION - - (2) #5 x 4'-0" BARS ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS � ' A. � � � _ CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE ° . > O t 4 PENETRATION FOOTING PER MF08 ON �. "A e A 4 I . � © � � Z CONIC. SLAB PER W ( DRIVEWAY BY 4 4 a. d,� a THIS SHEET BEYOND , I W a M FOUNDATION PLAN 411 BUILDER- CONCRETE _— -- d . , _ - a' 4 a CONIC. SLAB OR q vi 0. _.. OR PAVERS - I I d A.. III -I I ° o,,a - PAVERS PER PLAN PITCH a . I a °.. W --I --- M - Q -_ - I I III -I a °. 4 GRAD c� a ° 4 ° ° STRUCTURAL ENG: MCD v °,•. : SLOPE °.. I I a 4IT -- da --_ W DRAFTING: _. .._----- W-.....— _ I ° e q PER DOOR MANUFACTURER - - -�--- CLEAN COMPACTED a' d =I I = z . SLOPE EXT. SURFACE I I II T �- - I - I I — _ 00 --I I -- 'a 4a a (� RESER TO SEE FOUNDATION FOR - --- _.._... _...._. _.w-- RGRADE 1/8 PER - =1 I I FILL @ 95% STANDARD III- = I I - - 4„ . ° .. 4 : ° O I I- I =I -- - I ((- I_ I ,- -_ - I - I FOUNDATION PLAN PAD SIZE - $ 4 I I ho QC CHECK CC FOOT AWAY FROM '-I I -1 I =1 I I III- DENSITY MPACTED-'� �• -w� •� ° i N JOB No.PSQ-2180007 BUILDING 411 811 8" x 8" THICKENED PIPE PARALLEL TO FND ; I (-) SIEE FDIN I-�� I- FOR CONT. FILLA@ 5°O/o STANDARD I79_ _. III I _ I FOUNDATION I 4 ° :° I `_t SCALE AS INDICATED 1/2" FIBER EXPANSION EDGE W/ (1) #5 CONT. - - PLAN FOR W/ 3 COVER, TYP. I I I INFORMATION DENSITY I I _, _ - - I- z wv DATE: 02/20/18 AS REQUIRED SIZE & REINF. F1 EXTERIOR DOOR POURED SILL F1 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-011 3/4"=1'-011 3/411=11-011 3/411=1'_011S3 F-- -COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN GRADE 60 BAR SIZE d PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 BEND 0 OVER COURSES NOT REQ'D LAP SPLICE •d NON SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER • TYPI TO BE FILLED. (SHEET METAL "B" VICIV "Do' #3 HOOK BAR, LAP LINTEL PLAN. IF d. & PAPER FELT PROHIBITED) 15 .a TYPICAL TRUSS ANCHOR PER PLAN 91/4 OTHER BARS INTO REBAR IS #4 21/2 5 5/8 91/2 . 3 55/8 CORNER AS REQ'D INDICATED IN #5 31/8 7 113/4 25 33/4 --- PROVIDE SCREEN WHEN BLOCK BELOW 151/2 40 #6 LINTEL, #5 TO BE 81/16 14 30 HOOK PER 81/16 181/2 IS NOT REQUIRED TO BE FILLED #7 43/8 ,A A HOOKED INTO 35 5 1/4 9 13/16 MD08 56 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END SIDE VERTICALS ' 860 1651/1349 5365/1999 7342/3123 10000/4249 4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN STANDARD 90 DEGREE HOOK 4'-6" 710 1423/1105 4360/1631 6036/2549 dd , , A. ° _°° a. •d 570 1232/1232 3480/2580 8360/3586 8825/4592 < d ° a ° CL 5681/2698 TYP. BOND BEAM 8,, x 8„ x 16" K.O. . a.d 416 752/699 1843/1625 ..d '. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726/699 d 3486/2255 6205/2885 A e C 9'-2" d ' 2781/1946 4754 / 2489E LINTEL BLOCK FILL W/ 3000 psi CONC. H 101-011 d • d4 d 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R,O. SPECIFICATIONS ON PLAN, DIMS u a : A d d 4 d 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W/ (1) #5 DIA. REBAR 11'-2" 255 471 / 352 1075/1075 1838/1567 2883/ 2003 41 4 6 d . d cis 0 8F40 -OB/1T a..• O F IJ 12'-0'" 239 418/297 1075/1045 1838/1446 2883/1848 d. •.d �- d d ° dG •, C 12'-8" 0 369/261 d I. w w z c 13'-4" 0 328/0 1234/0 9 ° 2662/0 C .:. .° .J. O UL o w 0 292/0 1160/0 1660/0 2439/0 MATERIALS C C 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 z 1, fc PRECAST LINTELS =3500 PSI. `a 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. I 20'-0" 0 180/0 598/0 1024/0 C7 o w 0 20'-8" 0 145/0 550/0 981/0 d. BOTTOM STEEL IN LINTEL IF u 22'-8" 1 0 110/0 450/0 824/0 v g c0 LU U RECESSED LINTELS -FILLED C INDICATE - SHOULD HOOK INTO 5• REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW F CLEAR OPENING 8R6-1 B/$R6-OB 8R14-1B/8R14-OB 8R22-1 B/8R22-OB A #SREBAR AT BOTTOM MIN. (1) RELAXATION. 7/32 WIRE PER ASTM A510. C z 1694/1694 3725/3280 5499/5421 r W _j VERTICAL CELLS PER MD08 • ° :• REQ'D v 4 ° r Ad 4933/4933 44 H *------,� 16 GA. POWERS STEEL BOXEDior- e LINTELDESIGNATION SCHEDULE C Z 7-5/8" ACTUAL LINTEL 3'-0" 1230/1230 2769/2769 4085/4085 4 C u 3'-4" 1081/920 2769/1716 CL POWERS STEEL C _ ROUGH OPENING PER PLAN F = FILLED WITH GROUT C 4'-4" 846/833 2121/1716 3127/2839 --- - SAFE LOAD TABLE NOTES d MARK REQUIREMENTS LU a n o 5'-4" 664/572 1761/1761 A ° , ' '. R =RECESSED &FILLED WITH GROUT � 6'-4" 526/434 1539/1539 1329/2267 STD. 90 DEGREE ANGLE 3000 psi a O 8R6-OB/1T QUANTITY OF #5 REBAR @ F 7'-4" .480/322 1334/1334 . 1964/1552 d 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, CONC. W/ (1) #5 DIA. REBAR 8'-4" 415/235 1152/1152 1694/1552 O 8F8-OB/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T - ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE p °I ' BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. ° . GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE •d NON -SHEAR WALLAT OPENING d • TYPI AL SHEAR WA.L SEGMENT "B" VICIV "Do' #3 17/8 d. d 4 15 .a 41/4 91/4 24 #4 21/2 5 5/8 91/2 . 3 55/8 121/2 32 #5 31/8 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE p °I ' BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. ° . PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING ,d GRADE 40 GRADE 60 BAR SIZE d LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE d NON -SHEAR WALLAT OPENING „CII • TYPI AL SHEAR WA.L SEGMENT "B" VICIV "Do' #3 17/8 41/4 d 4 15 14 41/4 PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING ,d TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO VIDO LINTEL W/ TRANSOM DETAIL SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) �-= IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER ,'. TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14)1/4' DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND " EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE . LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE d "A„ IIB„ „CII . "All "B" VICIV "Do' #3 17/8 41/4 7 15 d 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 .v #7 43/8 ,A A 1/2 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO VIDO LINTEL W/ TRANSOM DETAIL SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) �-= IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER ,'. TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14)1/4' DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND " EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE MAN. CAST -CRETE, QUALITY PRECAST "A„ IIB„ „CII 'fDvl "All "B" VICIV "Do' #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16116 1/2 35 5 1/4 9 13/16 21 3/4 56 A ,Q•A d a d a 4 tl © de A• 0 LAP SPLICE EMBEDDED 44 STANDARD 90° HOOK STANDARD 1800 HOOK #3=2Y2" #4=2Y" #5=2Y2' #6 = 3" #7=3Y2' P 00 W-11111111111111 PRECAST LINTEL LOAD TABLE I GENERAL CONCRETE LINTEL SCHEDULE )0 REBAR SPLICE DETAIL _ F 3/4"=1'-0" LINTEL PLAN t t F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. COUNTY MAL �1 Re I i O U APPROVED LINTEL MANUFACTURERS: C LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LO7TS, &POWERS STEEL APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL O O STANDARD LINTELS 8" NOMINAL WIDTH o STANDARD LINTEL NOTES :.LEAK OPENING 8"UNFILLED 8F8-1 B / 8F8 -OB 8F16-1 B / 8F16 -OB 8F24-1B/8F24-OB 8F32-1B/8F32-OB a o s • i � � (= J {.1.• 0 8R30-1B/1T 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. Z 11-611 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 _ 2'-21' 1783 3069/3069 6113/5163 8974 / 8054 10000 / 10000 2' (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. ° 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 J. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END, ALL RECESSED LINTELS TO 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN U 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 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¢p��w o E 6'-2" 488 991/991 2661/2143 5681/2698 6472 / 3685 . 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS C 9'-2" 315 618/535 1533/1247 2781/1946 4754 / 2489E FOR THE LOADS. H 101-011 292 567/454 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 10'-8" 277 492/352 1254 / 1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 7 11'-2" 255 471 / 352 1075/1075 1838/1567 2883/ 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. cis 0 8F40 -OB/1T . F IJ 12'-0'" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL C 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS c 13'-4" 0 328/0 1234/0 1779/0 2662/0 C 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS C C 16'-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 1, fc PRECAST LINTELS =3500 PSI. `a 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. c 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. 0 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE u 22'-8" 1 0 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSI. U RECESSED LINTELS -FILLED C 5• REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW F CLEAR OPENING 8R6-1 B/$R6-OB 8R14-1B/8R14-OB 8R22-1 B/8R22-OB A #SREBAR AT BOTTOM MIN. (1) RELAXATION. 7/32 WIRE PER ASTM A510. C 21-4" 1694/1694 3725/3280 5499/5421 r W _j REQ'D v 2'-8" 1425/1425 3343/3280 4933/4933 H *------,� 16 GA. POWERS STEEL BOXEDior- e LINTELDESIGNATION SCHEDULE C Z 7-5/8" ACTUAL LINTEL 3'-0" 1230/1230 2769/2769 4085/4085 O 8" NOMINAL WIDTH C u 3'-4" 1081/920 2769/1716 4085/2839 POWERS STEEL C _ LINTEL F = FILLED WITH GROUT C 4'-4" 846/833 2121/1716 3127/2839 SAFE LOAD TABLE NOTES MARK REQUIREMENTS U = UNFILLED n o 5'-4" 664/572 1761/1761 2595/2595 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED F R =RECESSED &FILLED WITH GROUT � 6'-4" 526/434 1539/1539 1329/2267 RECESSED LINTELS BASED ON 4" NOMINAL BEARING. a O 8R6-OB/1T QUANTITY OF #5 REBAR @ F 7'-4" .480/322 1334/1334 . 1964/1552 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, 8'-4" 415/235 1152/1152 1694/1552 O 8F8-OB/1T BOTTOM OF LINTEL CAVITY 8F16-1B/1T - ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAYBE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. QUANTITY OF #5 REBAR AT TOP 0�-- 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY G 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 8R14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT L 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. U° 8F16-1B/1T u 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. DESIGNATION NOMINAL WIDTH - c 0TYPE e 8R14-OB/1T WALL LEGEND C O 8F16-OB/1T 1-1/2" CLEAR c , _,, -i ¢ — w A: a o _8F20-1B/1T - 9'-4" T.O.M. = INTERIOR/EXTERIOR #5 REBAR AT TOP MIN. (1) REQ'D a = 10'-0" T.O.M. BEARING WALL (OR LINTEL 0 8F20-OB/1T U IF REFERENCED ON SHEET ¢ ¢ C.M.U. a = 11'-4" T.O.M. S4). VERIFY HEIGHT W/ O 8R22-1B/1T g d GROUT 3'-0" 1777 = HATCH INDICATES ARCHITECTURAL PLANS 'n z r- #5 REBAR AT BOTTOM OF LINTEL KNEEWALL, TOP @ 11-4 U.N.O. 0 81724-1B/1T CAVITY )0 REBAR SPLICE DETAIL _ F 3/4"=1'-0" LINTEL PLAN t t F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. COUNTY MAL �1 Re I i O U BOTTOM REINFORCING PROVIDED C 8R22-OB/1T 7-5/8" ACTUAL IN LINTEL (VARIES) O O 8F24-OB/1T 8" NOMINAL WIDTH o S� v 0 a S --i Y (j FILLED a o s • i � � (= J {.1.• 0 8R30-1B/1T L Z > O 8F32-1B/1T 1-1/2" CLEAR _ z —D O 8R30-OB/1T i _J Z CO d: F w UtiW i J z #5 REBAR AT TOP MIN. (1) REQ'D s 0H 8F32 -OB/1T U _J F--�. z ¢ C.M.U. W O C? D Vj (n 0 d .. C O 81738 -1B/1T z Z¢p��w o E G - OQ�WYo . 10 ¢X a WZ�OU 8F12 -1B/OT LO z WQ 2 0O U) o O 8F40-1B/1T BOTTOM REINFORCING PROVIDED 7-5/8"ATA IN LINTEL (VARIES) 8F28 -1B/1T 8" NOMINAL WIDTH - 0 8F40 -OB/1T UNFILLED F o , ih ., C°ri 1-1/2" CLEAR < —Z qd C a_:j•' a #5 REBAR AT TOP MIN, (1) REQ'D C IF b z w w e °.. TOP KNOCK OUT/ LINTEL BLOCK COURSE < ©� w ;.4 .. C OR u0 Q A #SREBAR AT BOTTOM MIN. (1) C r W _j REQ'D C H *------,� 16 GA. POWERS STEEL BOXEDior- e Z 7-5/8" ACTUAL LINTEL O 8" NOMINAL WIDTH C POWERS STEEL C _ SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED F LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED, 4, SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAYBE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY G CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. f 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. F c )0 REBAR SPLICE DETAIL _ F 3/4"=1'-0" LINTEL PLAN t t F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. COUNTY MAL �1 Re I i U ° 6- :+ UO -,00c� S� v 0 a S --i Y (j U3 06z ks o s • i � � (= J {.1.• Uj Z > illll o J � M e � -`� d i Z —j coOw o OC n = W CO J LU W W C(L co � QRZ IL ...■ BLDG DESIGN: --- STRUCTURAL ENG; MCD J DRAFTING: a -DESIGN: --- --STRUCT: HG 7 QC CHECK: CC JOB No. PSQ-2180007 SCALE: AS INDICATED DATE: 02/20/18 S4AJ i U ° o z —D i _J Z CO > �1 1.� w UtiW i J �UE J O) C4 I.. °6--D(1) 1"T_rn 8 F--�. z ~C5pmc fr ' : W D Vj (n 0 d .. C —I F--omzwz J Z¢p��w o E OQ�WYo . ¢X a WZ�OU i WQ 2 0O U) � M e � -`� d i Z —j coOw o OC n = W CO J LU W W C(L co � QRZ IL ...■ BLDG DESIGN: --- STRUCTURAL ENG; MCD J DRAFTING: a -DESIGN: --- --STRUCT: HG 7 QC CHECK: CC JOB No. PSQ-2180007 SCALE: AS INDICATED DATE: 02/20/18 S4AJ i _ __ WALL LEGEND 0 - 9'-4" T.O.M. _ = INTERIOR/EXTERIOR = 10'-0" T.O.M. BEARING WALL (OR LINTEL IF REFERENCED ON SHEET 11'-4" T.O.M. S4). VERIFY HEIGHT W/ = HATCH INDICATES ARCHITECTURAL PLANS KNEEWALL, TOP @ 11'-4" U.N.O. � C U U 0 10d TOENAILS EA. END. 1 / '40,15" / __S'I !' 2x BRG WALL, SEE `-- PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. SEE PLAN FOR L t CONNECTION E SECTION @ DOUBLE BEARING M U u V LI l( "EQL WATERPROOFING BY BUILDER � Al vva rrn C c SEE PLAN ROOF SHEATHING, C NAIL PER PLAN C U _w 3/4„ - 11-011 2x SYP#2 BLOCKING F W/ (3) 1 O TOENAILS u EA. END. C C C PRE-ENGINEERED EXTERIOR SHEATHING ROOF TRUSS WITH NAIL PER PLAN RAISED HEEL- SEE = FRAMING PLAN FOR a CRICKET PER ARCH PLANS SPACING Al BY BUILDER C C I/E 0- 2x SYP#2 BLOCKING W/ (3) L 10d TOENAILS EA. END. 1 / '40,15" / __S'I !' 2x BRG WALL, SEE `-- PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. SEE PLAN FOR L t CONNECTION E SECTION @ DOUBLE BEARING M U u V LI l( "EQL NOTE: SEE PAGE S5.1 FOR NOTE,"' AND CONNECTOR LEGEND1/411=11 " 0� -0 A F -- ---COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited, � Al vva rrn W/ RAISED HEELS _w 3/4„ - 11-011 Al 0- p••®�� Z O �:.a Y p ° r w [L cZ -” J z '� "w c.t Al < M ' LX W �° Q O o Z 2 0 z kv, .� Q i J w a. o° o® o Uj ■ Al Q v z s®e'dasttret'O U_ O m Al WZ O ■ > Uo Al � A odd :�'��� � F--------- limAl w J P I A6 I L--------- 0n �+ U�,}9 zA� � r n � 0 Q A7 II O on. V z foo ■ O z �Utiw A8 ii O W ti r - �0�N0r) U A9 O LL /wCM- ; Z 0 2x4 SYP #2 BLOCKING @ 16" END TO w LL Q Q m U_ (0 ' O.C. ATTACH EACH A10 = p C]O Q v TRUSSES W/ (3) 12d TOE -NAILS. ATTACH BLOCKING TO WALL J O Z Q d i Z o 1 I BELOW W/ SIMPSON DTC CLIP 1 w H O o= z w E CazPwaCi A11 I j v N U Q CJ3 ------ �- ------ 18 `� R I— W <C C7 F- O L -- -- � B1 ! O W = Z w c� Q J1 o BW2 DO Q O BW1 z .r. 1 FT1 C- B1 SD1 0 W ,cn M i ■ CJ w �" FO cn 4 w N _ Bl g < FT S14 z ■-----CJ36 5 J CJ3A B1 0 O W G FC2 ,�C------� I 11 ? BW2 I I DO z 24,, 0.c..1 SDI B2 11 Cl = =WU I 1 B3 J Uj LU LW CJ3A C,"l F1 '%s CJ3ACL Z D = o> CJ4 CJ5 H- � Q 1 D N CJA ' f✓� O U) J CJ3 CJ3 0 Z c11 1111LC z M� > C_ J1 U) W BLDG DESIGN: --- J1 STRUCTURALENG: MCD — —_... _._.__._...._.-_.. LW11con, ............. DRAFTING: - -4 -4 _— SIGN: --- F- -STRUCT: HG X -- - -------------- -----QC CHECK: CC QC _ _ JOB No. PSQ-2180007 `C _... .... _,.:..._._--_------ _ SCALE: AS INDICATED ROOF FRAMING PLAN.)DATE: 02/211/18 w NOTE: SEE PAGE S5.1 FOR NOTE,"' AND CONNECTOR LEGEND1/411=11 " 0� -0 A F -- ---COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited, 11111]IjI 111 L!111A l 11 U COLUMN SCHEDULE CONNECTOR SCHEDULE VALUES VALUES A� S HEADER SCHEDULE BEARING WOOD WALL SCHEDULE SIMPSON CONNECTOR TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS ----CAP. UPLIFT BLOCKING 1810 O (4)2X4 SPF #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 12" NAILS SPACING SPECIES TOP BOTTOM (plf) F H10Aw/(18)10d x12' NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 1 2" NAILS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW1 16" SPF (2)12d TOENAILS (2)12d TOENAILS NO MID -SPAN HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ..FRAME TO FRAME 1245 1450 F (2)2X8 SPF #2 BUILT UP STUD COLUMN UPLIFT 1= CY �_ Q H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS BW2 0 2 HTS20 w/(24)10d x 11" NAILS O 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) SP4 W/(6) SP4 W/(6) 570 plf MID -SPAN (3)2X8 SPF #2 BUILT UP STUD COLUMN TAPCONS w 16" SPF 1„ 10d x 12 NAILS 1„ 1 Od x 12 NAILS H2.5A w/(10)8d FRAME TO FRAME 535 H2x10 2)2x10#2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS ON MASONRY: (1) SIMP. MSTAM24 -DESIGN: --- SP4 W/(6) SP4 W/(6) 570 plf '-rd. PT. :D MTS 12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 BW3 16„ SPF 10d x 12' NAILS 10d x 12" NAILS Z 0 3 8 e„ MGT w/(22)10d $ EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT. H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS OK (2)2X8 SYP #2 BUILT UP STUD COLUMN TO POST: SIMP. HTS20 OR LSTA18 (3) 12d (3) 12d NO f F-91 HTT4 w/(18 16d x 21" NAILS & "EPDXY ANCHOR w/SIMP. ) 2 � SET EPDXY MIN. 7" EMBEDMENT BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN (2)2x10 #2 SYP H3.5x5.5 (2)1.75"4.5" LVL ATTACH KING STUD TO HEADER w/(6) 10 MGT -2 w/(16)10d NAILS w/ (2) J" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6 SYP #2 POST 16d NAILS BW5 1.2" SPF SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN NAILS & (18)4"x24 ' TAPCONS � 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 10d x 12' NAILS 10d x 12' NAILS , <8> 8x8 SYP #2 POST H3.5x7.25 (2)1.75"x7:25" LVL ATTACH KING STUD TO HEADER w/(8) w <8�/// 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 3-1/2"x3-1/2" LVL COLUMN. CO 16d NAILS w/(14)10d NAILS 12' SPF SP4 W/(6) SP4 W/(6) 760 plf 3rd. PT. LVL COLUMN. TO POST: SIMP. HTS20 OR LSTA18 ATTACH KING STUD TO HEADER w/(10) BW6 10d x 11" NAILS 2 10d x 12" NAILS H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS STUDS TO BEAM/GT 833pIf 928plf OR 3-1/2"x7" LVL COLUMN. (2)2x12 #2 SYP (10) 10d NAILS 0 111 BW7 16 �� SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN LVL COLUMN. B2x12 WITH 1/2" FLITCH ATTACH KING STUD TO HEADER w/(12) z H5.5xl 1.25 (3)1.75"x11.25" LVL 16d NAILS 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. PLATE NAILS & (18)4"x24" TAPCONS z 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 BW8 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN (3) 2x12 #2 SYP w/" FLITCH ATTACH KING STUD TO HEADER w/(10) „ LTT20B w/(10) 10d NAILS & � EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT H3x12 PLATE BETWEEN PLIES 16d NAILS OX 7"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & 19 HTT4 w/(18) 16d x 22' NAILS w/8' 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 Y O HEADER SUPPORT SCHEDULE Bw9 16° SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 664 p1f 3rd. PT. NAILS & (18)4"x24" TAPCONS OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END gW10 12" SYPMID-SPAN (2) 12d (2) 12d NO o COUNTY 31EAL TO POST: SIMP. HTS20 OR LSTA18 21 TOENAILS TOENAILS UPLIFT 2800 V-0" TO 3'-11„ 1 1 83.5x11. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d CL 875 NAILS & (18)4"x24" TAPCONS 22 SIMPSON WGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 0 1. NAIL ALL BUILT-UP STUDS PER DTL.. WFO$/SD3. BW11 12" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 13" NAILS 885 pIf MID -SPAN 3965 4'-0" TO 7'-11" 2 2 NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 8'-0" TO V-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) i„ 885 plf 3rd. PT. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 6xE BEDMw/(12)16d NAILS & $"' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU$8 w/(18)16d NAILS & (2) 8" 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 PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 1" 10d x 12 NAILS 10d x 1`2 NAILS FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 10'-0" TO 12'-0" 3 4 ON MASONRY: (2) SIMP. MSTAM24 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 �, 2 LL 6++2�,JOD v p O;J_Y o z Z 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. <t a : V ¢ O� ^ _ +, F v•Q... cJ °.� p BW13 16" SPF SP4. W1(6) 10d x 12' NAILS SP4 W/(6) 10d x 1z" NAILS 280 plf MID -SPAN STANDARD HEADER NOTES * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) c- EE @ 32"o.c. @ 32"o.c. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. U r�®�sN�l�l �° �� O 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN EACH SIDE w0 SP4 W/(6) SP4 W/(6) 380 plf IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT BW14 12" SPF 10d x 1„ NAILS 12 10d x 12" NAILS MID -SPAN APPROVAL FROM E.O.R. TO POST: (2) SIMP. HTS20 OR LSTA18 0 @ 24"o.c. @ 24"o.c. U 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. B3.5x20 (2) 1.75"x20" LVL p ° ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. ONE STANDARD BEARING WALL W/STRAPS NOTES d 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d ROWS OF 1/4 X 3 1/2 SDS SCREWS @ 24 O.C. EACH SIDE w 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 r 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 3. 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. o 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. 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12„ REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. U_ 0 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J -BOLTS OR EPDXY NAIL ALL 2 -PLY LVL BEAMS12" DEEP TOGETHER USING 3 ROWS OF 2 A (MAX.( ) O 7, SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & � LJ„I U� w 8. SEE DTC. WF09/SD2 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY U 0 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. Q ROOF NOTES. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) U 7 O WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY Z : N v; 6 (D wP C z Z 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO /"� z~ J = . <0 m u- �' c M 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT 1. THE ROOF PLAN DEPICTED ISNOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE _Ip~o>-0 8 _ U) F 0 Q .. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THEANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. w 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. UQQ��a 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS %X H AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 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 1.3. 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 HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE 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. ROOF � EXT. WALL NAILING SHEATHING NOTE 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) ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 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 DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS, PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. 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, NOTE: BUILDER O STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153, IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ----STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3)10d TOENAILS. AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES COLUMN SCHEDULE CONNECTOR SCHEDULE VALUES VALUES A� S (2)2x4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) O (3)2X4 SPF #2 BUILT UP STUD COLUMN (_ HETA16 w/(9) 10dxl 2" NAILS OR HETA20 w/(9) 10d x12" NAILS FRAME TO CMU 1810 1810 O (4)2X4 SPF #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 12" NAILS FRAME TO CMU (1)ply 2035 (2)ply 2500 (1)ply 2035 (2)ply 2500 O (2)2X6 SPF #2 BUILT UP STUD COLUMN F H10Aw/(18)10d x12' NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 1 2" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 O(3)2X6 SPF #2 BUILT UP STUD COLUMN TO MASONRY: SIMP. HU48 OR HUC48 3:wj HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ..FRAME TO FRAME 1245 1450 F (2)2X8 SPF #2 BUILT UP STUD COLUMN w/(6)10d. NAILS & (14)4"x22" 1= CY �_ Q 0 2 HTS20 w/(24)10d x 11" NAILS O 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 G O (3)2X8 SPF #2 BUILT UP STUD COLUMN TAPCONS w .,� H2.5A w/(10)8d FRAME TO FRAME 535 600 OH (3)2X4 SYP #2 BUILT UP STUD COLUMN ON MASONRY: (1) SIMP. MSTAM24 -DESIGN: --- U-STRUCT: HG :D MTS 12 w/(14)10d 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 w o' ,= Z 0 8 e„ MGT w/(22)10d $ EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT. FRAME TO CMU 3330 3965 OK (2)2X8 SYP #2 BUILT UP STUD COLUMN TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & f F-91 HTT4 w/(18 16d x 21" NAILS & "EPDXY ANCHOR w/SIMP. ) 2 � SET EPDXY MIN. 7" EMBEDMENT 'FRAME TO CMU 3640 4235 4x4 SYP #2 POST (2)2x10 #2 SYP (10) 10d NAILS N 10 MGT -2 w/(16)10d NAILS w/ (2) J" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6 SYP #2 POST PLATE NAILS & (18)4"x24 ' TAPCONS � 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1010 1175 , <8> 8x8 SYP #2 POST ON MASONRY: (1) SIMP. MSTAM24 w <8�/// 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 3-1/2"x3-1/2" LVL COLUMN. CO H(2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 O3-1/2"x5-1/4" LVL COLUMN. TO POST: SIMP. HTS20 OR LSTA18 _ 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pIf 928plf OR 3-1/2"x7" LVL COLUMN. (2)2x12 #2 SYP (10) 10d NAILS 0 111 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 O3-1/2"x9-1/2" LVL COLUMN. B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. PLATE NAILS & (18)4"x24" TAPCONS z 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 V O 5-1/4"x7" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 18 „ LTT20B w/(10) 10d NAILS & � EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 OX 7"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & 19 HTT4 w/(18) 16d x 22' NAILS w/8' 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 Y O 3 1/2"X 11 7/8" LVL COLUMN 20 „ AI (3)WTS20 w/(24)10d x 12 NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 NAILS & (18)4"x24" TAPCONS OZ 5 1/4" X 9 1/2" LVL COLUMN ON MASONRY: (2) SIMP. MSTAM24 0 o COUNTY 31EAL TO POST: SIMP. HTS20 OR LSTA18 21 MSTCM40 W/ (14)16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES (10) 10d NAILS 83.5x11. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d CL 875 NAILS & (18)4"x24" TAPCONS 22 SIMPSON WGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 0 1. NAIL ALL BUILT-UP STUDS PER DTL.. WFO$/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 TO POST: SIMP. HTS20 OR LSTA18 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 6xE BEDMw/(12)16d NAILS & $"' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU$8 w/(18)16d NAILS & (2) 8" 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 PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 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. +• <� Uj ®.��� IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. ON MASONRY: (2) SIMP. MSTAM24 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 �, 2 LL 6++2�,JOD v p O;J_Y o z Z 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" x 34' 16d .162" x 32" I RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS, MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR FRAMING NOTES GENERAL NOTES 1 FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. TAG I BEAM SIZE BEAM SCHEDULE CONNECTIONS R ww Z TO POST; SIMP. HTS20 OR MSTA18 O 0 M W a z� o 0 e - DATE: - 02/20/18 ----� (_ M Z - H z TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS o Z J O 0 L �. z W 2Qw > W (2)2x8#2 SYP TO MASONRY: SIMP. HU48 OR HUC48 3:wj z - I B2x8 WITH 1/2" FLITCH w/(6)10d. NAILS & (14)4"x22" 1= CY �_ Q 0 (� O� Z PLATE TAPCONS w .,� BLDG DESIGN: --- 0 U) STRUCTURAL ENG: MCD W ON MASONRY: (1) SIMP. MSTAM24 -DESIGN: --- U-STRUCT: HG :D QC CHECK: CC w o' ,= Z 0 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & f (2)2x10 #2 SYP (10) 10d NAILS N B2x10 WITH 1/2 FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z 0 0 PLATE NAILS & (18)4"x24 ' TAPCONS � ON MASONRY: (1) SIMP. MSTAM24 w CO J4 TO POST: SIMP. HTS20 OR LSTA18 _ TO BEAM: SIMP. HUC410 w/(18)16d & 0 � (2)2x12 #2 SYP (10) 10d NAILS 0 111 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z PLATE NAILS & (18)4"x24" TAPCONS z ON MASONRY: (2) SIMP. MSTAM24 m TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & p \ 63.5x11. (10) 10d NAILS U_ w 25 (2)1.75'"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 0 o COUNTY 31EAL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & > (10) 10d NAILS 83.5x11. (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d CL 875 NAILS & (18)4"x24" TAPCONS w ON MASONRY: (2) SIMP. MSTAM24 0 J Q TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & H (10) 10d NAILS v,o1111BUpt� B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w NAILS & (18)4"x22" TAPCONS a!t,••®;; +• <� Uj ®.��� ON MASONRY: (2) SIMP. MSTAM24 `® �,° .• �,� E d LL 6++2�,JOD v p O;J_Y o z Z TO POST: (2) SIMP. HTS20 OR LSTA18 <t a : V ¢ O� ^ _ +, F v•Q... cJ °.� p ON MASONRY: (2) SIMP. MSTAM24 .•fit j 85.25x16 (3) 1.75"x16" LVL '®% d•°•°®®®••• •°® a,4 w Q 0 * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) c- EE ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. U r�®�sN�l�l �° �� O EACH SIDE w0 U_ TO POST: (2) SIMP. HTS20 OR LSTA18 0 U ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL p ° * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) d ROWS OF 1/4 X 3 1/2 SDS SCREWS @ 24 O.C. EACH SIDE w d r g ° � STANDARD BEAM NOTES w W "z� o Z Z z -© z m Z 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 ~ M U_ 0 O � 0 W NAIL ALL 2 -PLY LVL BEAMS12" DEEP TOGETHER USING 3 ROWS OF 2 A (MAX.( ) O z � LJ„I U� w 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 0 U 0 0 U �_ �- E Q W 06 0(0�c3, 8 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) U 7 O 06 Z : N v; 6 (D wP C z Z 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. _ /"� z~ J = . <0 m u- �' c M 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT vJ W W _Ip~o>-0 8 _ U) F 0 Q .. WRITTEN z Q 0� M w o APPROVAL FROM THE E.O.R. w � O z� w Y O E z I- UQQ��a 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS %X H Q w� ww Z JOB Na PSQ-2180007 O 0 M W a z� o 0 e - DATE: - 02/20/18 ----� (_ M Z - H z CONNECTOR NOTES & W) JOB Na PSQ-2180007 Ip M - -_ SCALE: AS INDICATED a t - DATE: - 02/20/18 ----� M � - H z Q Q o Z J O 0 L �. z W 2Qw > W w=�WVi 3:wj z - I H CY �_ Q 0 (� O� Z z Q M .,� BLDG DESIGN: --- 0 U) STRUCTURAL ENG: MCD W DRAFTING: -DESIGN: --- U-STRUCT: HG :D QC CHECK: CC CONNECTOR NOTES & JOB Na PSQ-2180007 JC < :5 - -_ SCALE: AS INDICATED LEGEND W z DATE: - 02/20/18 ----� M t�C F S51 f men without the expressed, written consent of MONTA CONSULTING & DESIGN OF WMR & ASSOCIATES LCC is strictly prohibited. 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 o these documents p e y p se i so HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS ------- UPLIFT CAP. BLOCKING O (4)2X4 SPF #2 BUILT UP STUD COLUMN - u (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 1 " NAILS SPACING SPECIES TOP BOTTOM (plf) H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS BW1 16" SPF (2)12d TOENAILS (2)12d TOENAILS NO MID -SPAN a HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 UPLIFT (2)2X8 SPF #2 BUILT 'UP STUD COLUMN 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 2490 2900 O(3)2X8 SPF #2 BUILT UP STUD COLUMN 1„ 10d x 12 NAILS 1„ 10d x 12 NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS FRAME TO FRAME 535 600 SP4 W/(6) SP4 W/(6) plf If 1rd. PT. BW3 16 SPF 10d x 12' NAILS 10d x 12" NAILS 3 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS 1000 J .(2)2X6 SYP #2 BUILT UP STUD COLUMN (3) 12d (3) 12d NO BW4 12"� SPF TOENAILS TOENAILS UPLIFT MID -SPAN H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) Q HTT4 w/(18)16d x 22" NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 O 44 SYP #2 POST 16d NAILS BW5 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN 8910 H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 11 HTSM16 w/(8)10d NAILS & (4) a"x 24" TAPCONS FRAME TO CMU 1010 1175 /'� <8>, 8x8 SYP #2 POST 16d NAILS BW6 12" SPF SP4 W/(6) SP4 W/(6) 760 plf 1 PT. v ATTACH KING STUD TO HEADER w/(10) 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 10d x 11" NAILS 2 10d x 11" NAILS 2 3rd. H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN O3-1/2"x5-1/4" ATTACH KING STUD TO HEADER w/(12) H5.5x11.25 (3)1.75"x11.25" LVL 16d NAILS 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf O3-1/2"x7" BW8 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) H3x12 PLATE BETWEEN PLIES 16d NAILS 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 S 3-1/2"x9-1/2" LVL COLUMN. HEADER SUPPORT SCHEDULE BWg 0 16" SYP SP4 11" 10d x 12" NAILS SP4 wi(6) 10d x 12' NAILS 664 plf 1 3rd. PT. OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END BW10 12„ SYP (2) 12d TOENAILS (2) 12d TOENAILS NO UPLIFT MID -SPAN V-0" TO T-11" 1 1 STUDS TO BEAM/GT 4305 4745 V O 5-1/4"x7" LVL COLUMN. 18 LTT206 w/(10) 10d NAILS & e EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 BW11 12" SYP SP4 W/(6) 1„ 10d x 12 NAILS SP4 W/(6) 1„ 10d x 12 NAILS 885 If p MID -SPAN 4'-0" TO T-11" 2 2 8'-0" TO V-11" 2 3 BW12 12" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 885 plf 1rd. PT. 3 Z 5 1/4" X 9 1/2" LVL COLUMN 10'-0" TO 12'_0„ 3 4 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES BW13 16" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 12" NAILS 280 If p MID -SPAN �+ STANDARD HEADER NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM @ 32"o.c. @ 32"o.c. 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D, SIZE INDICATED ON PLAN SP4 W/(6) SP4 W/(6) 380 plf TO FRAME IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT BW14 12" SPF 1„ 10d x 12 NAILS 10d x 12„ NAILS MID -SPAN APPROVAL FROM E.O.R. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES @ 24,f O.C. @ 24"o.c. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7"EMBEDMENT 6xBED w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 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) @ 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 CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 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 3. 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 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D, WOOD SCREWS. 6. MID OR s 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 E 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.' NOTES. 8. NO ADDITIONAL SCONNECTIONS FOUNDATION QBRG.ROOF W4WOR WALL INDICATED DWW1, BW10. THESE WALLS 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 TONAILED/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 AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 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 BBOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) BO- TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 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 TOP PLATE ARE 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. SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS .EDITION). DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. QQ EXT. WALL NAILING SHEATHING NOTE ROOF �X 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) ABOVE THE GARAGE. FASTENING WITHIN. 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.G. INFIELD. 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 DETERMINED BUT PRIOR TO O 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 @ 3" 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. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ---- STOP---- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES WITH (3) 10d TOENAILS. COLUMN SCHEDULE CONNECTOR SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES SPF(Ib) SYP(Ib) g (3)2X4 SPF #2 BUILT UP STUD COLUMNHETA16 F-11HETA20 w/(9) 10dx12" NAILS OR w/ 9 10d 11" NAILS ( ) x 2 FRAME TO CMU 1810 1810 O (4)2X4 SPF #2 BUILT UP STUD COLUMN - u (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12' NAILS (2)ply TRUSS (12) 16d x 1 " 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 H10A w/(18)10d x 12' NAILS OR (2)ply TRUSS H10A-2 wl(18) 10d x 12" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 O (3)2X6 SPF #2 BUILT UP STUD COLUMN a HTS20 w/(24)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 OF (2)2X8 SPF #2 BUILT 'UP STUD COLUMN 2 HTS20 W/(24)1 Od x 11" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 O(3)2X8 SPF #2 BUILT UP STUD COLUMN H2.5A w/(10)8d FRAME TO FRAME 535 600 H� (3)2X4 SYP #2 BUILT UP STUD COLUMN MTS12 w/(14)10d x 12' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 J .(2)2X6 SYP #2 BUILT UP STUD COLUMN MGT w/(22)10d �' EPDXY ANCHOR w/SIMP. SET -XP EPDXY s MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 O (2)2X8 SYP #2 BUILT UP STUD COLUMN Q HTT4 w/(18)16d x 22" NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 O 44 SYP #2 POST 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 MO 6x6 SYP #2 POST 11 HTSM16 w/(8)10d NAILS & (4) a"x 24" TAPCONS FRAME TO CMU 1010 1175 /'� <8>, 8x8 SYP #2 POST v 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 O3-1/2"x3-1/2" LVL COLUMN. 13 (2)LSTA18 w/(14)10d 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 833plf 928plf O3-1/2"x7" LVL COLUMN. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 S 3-1/2"x9-1/2" LVL COLUMN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 OT 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 LTT206 w/(10) 10d NAILS & e EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 XO 7"x7" LVL COLUMN. 19 HTT4 w/(18) 16d x 22' NAILS wA8' 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 O3 1/2" X 11 7/8" LVL COLUMN 20 F (3)HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TOFRAME 3735 4350 Z 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 HDUS TO POST: TO FRAME 3300 3965 CONDITION SHOULD 2. ALL LVL COLUMNS IN EXTERIOR CONATTACHED BE P.T. OR WOLMANIZED. �FRAME 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 STANDARD CONNECTOR NOTES 4x4: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7"EMBEDMENT 6xBED w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(1$)16d NAILS & (2) $' EPDXY ANCHORS w/ AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND (2) AT EACH CORNER. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN ('` STANDARD NAIL SCHEDULE EDU LE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d .131" x 22' 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 10d .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d .148"x3' FLOOR FRAMING NOTES 16d .162"X31, GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8d RING SHANK 113" x 2$" 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING NOTES 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. FLOOR SHEATHING NOTES 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. 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). EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS, GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS J (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 �„24 3,, Q f_`0 Ij [MTV SEA w/(6)10d NAILS & (14)4 x�_ �J LIQ) 11 L� 62x8 WITH 1/2" FLITCH PLATE TAPCONS o ON MASONRY: (1) SIMP. MSTAM24 m LU TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & o / (2)2x10 #2 SYP (10) 10d NAILS' B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 0 PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 w F- W TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & © Q (2)2x12 #2 SYP (10) 10d NAILS 0 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z PLATE NAILS & (18),14"x24" TAPCONS p -- ON MASONRY: (2) SIMP. MSTAM24 m 0 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & p 63.5x11. (10) 10d NAILS U_ (2)1.75"x11.25" LVL TO MASONRY; SIMP. HU410 OR HUC410 w/(10)10d w 25 NAILS & (18)11"x24" TAPCONS F- Z ON MASONRY: (2) SIMP. MSTAM24 p O Z CL TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (J 63.5x11. (10) 10d NAILS 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d CL W NAILS & (18)4'x24" TAPCONS w ON MASONRY: (2) SIMP. MSTAM24 d LLI TO POST: SIMP. HTS20 OR LSTA18 s v= TO BEAM: SIMP. HUC410 w/(18)16d & I- (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W NAILS & (18)11„x 2" TAPCONS a `®`�olt11U11/�/w M ON MASONRY: (2) SIMP. MSTAM24 m /b LU D o® ®•• ••• 2 0 . LU O Z •boy b:�ji Z TO POST: (2) SIMP. HTS20 OR LSTA18 m Z Qom® • - ON MASONRY: (2) SIMP. MSTAM24 v ® r 65.25x16 (3) 1.75"X16" LVL N .� , z cn W 0 * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) Q r® S•® ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. ®s c5'��•••®®.®.• e '` } �O EACH SIDE w * P O W TO POST: (2) SIMP. HTS20 OR LSTA18 p ON MASONRY: (2) SIMP. MSTAM24 U 63.5x20 (2) 1.75"x20" LVL O ° * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) a ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. a EACH SIDE LUPP8 ° 0 STANDARD BEAM NOTES W " o Z n z an 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12„ Q Z Z Z O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM r� OX11 w ,. 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF z O W W U w 12d NAILS @ 6 O.C. (TYP. ONE SIDE) MIN 2 FROM TOP AND BOTTOM OF BEAM V p � an = CD � E 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) U W cn Oz N rcn g-' O O� U' w M Z1-Z� Joo 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. '' ^^ m w H VJ JOOO>"o 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT N W W Cn Q 2 O < W o WRITTEN J O ': z APPROVAL FROM THE E.O.R. w �" o= z w E Q �- Q o¢=Wg° 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS Q W W Z 0M O W Z o O z ..... wW) -- U) CO) O F- 0 ao Z .J OJ woW C z 2 04 W 11 W = W � W J o W W W z w z a F_ C'1 J a 1 O o W 0) Z Z M 0 Q V. W BLDG DESIGN: --- 0 STRUCTURALENG: MCD -------------- w DRAFTING: -DESIGN. --- USTRUCT: HG QC CHECK: CC ___.__ NOTES & - - ----- a JOB No. PSQ-21 s0007 H SCALE: AS INDICATED w DATE: 02/20/18 CONNECTOR LEGENDV5 LU _ S501 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, LCC is strictly prohibited. ALTERNATE CONNECTIONS I.L.O. J -BOLT: SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING \ 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. TYP. TRUSS TO FRAME 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. CONNECTION PER TYP. TRUSS TO FRAME \ :•';,o..:.:�; ' ' �. .. PROVIDE STANDARD „ TYP. TRUSS TO FRAME ':. •r.., .' ,,.. ,.,r' ' ra. ,,� I S - E 2x2 SQUARE WASHER EC R CONNECTION PER EMBED W/SMP ON SET XP EPDXY OR EQUIV USE :• . cn HOOK CONNECTION PER W _. 2x6x12 P.T. CONNECTOR CONNECTOR STD CONN O __�__ AAAA_. _ #2 STD. CON NOTES STD CO OR d� : ; ; ..__` _ CENTER BUCK • ¢ I NOTES FRAME OUT TO BLOCK NOTES •' _ .�.. J..._.. _. �.._..___._:w_ --- 1/2" J -BOLT W/ 5 1/2" (2) 2x PLATE EDGE AS REQ'D FRAME OUT TO BLOCK \ FRAME OUT TO BLOCK EDGE :.a � � �. +�.. rr' .. waw :. EMBED. ..' 1 #5 IN TIE BEAM __.__.__ . EDGE AS REQ'D O 2x P.T. SYP #2 NAILER jjjj ((jj ((���� �/ /� �j 1 1/2" OF OPENING W/ (1) 1/4"x2-3/4" ►= �OIJ llwl� 11 33 �L�1L� LAST STUD OF (1) #5 BAR IN PRECAST MIN. LAST STUD OF z 7 LINTEL 4" MIN. FROM TAPCONS @ 24 O.C. & KNEE WALL JOINING ( KNEE WALL JOINING I (2) 2x TOP PLATE 111 :.' FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL UP TO MAIN HOUSE UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN cn ��•:: ';,�: ; :%' (2) #5's VERTICAL IN ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE I WALLS SHALL BE cn GROUT FILLED CELL �^ " WALLS SHALL BE ATTACHED I (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY W • INSTALLED WITHIN 1-1/2 OF HEAD JOINT (2) 2x TOP PLATE ATTACHED TO MIN. FOR BEAM SIZE ATTACHED TO MIN. I IF OPENING PROVIDED ' TO MIN. (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT ti MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. (2) 2x FULL HEIGHT I PER PLAN) ¢ z WALL STUDS W/ (2)-16d NAILS I WALL STUDS W/ o / > WASHERS & 5-1/2 MIN. EMBED. AT EA. 2x6 P.T. DOOR �� I WALL STUDS W/ 2x4 SPF #2 KNEE WALL N BUCK EA. SIDE OF OPENING. FIRST ANCHOR @ 12 O.C. I (2)-16d NAILS @ 12" (2)-16d NAILS @ 12" �� . �� .. ENTIRE COLUMN TO a BE GROUT FILLED w (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" I (2) 2x #2 SYP SEE PLAN O.C. I O'C' W/ STRUCTURAL ©.C. cn - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS MIN. 2x4 SPF #2 KNEE WALL I „ U.N.O. 24" O.C. MAX WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE I 1/2 x 8 ANCHOR BOLT I SHEATHING FROM o (1) #5 VERTICAL IN u �° NOTE: CONTRACTOR TO VERIFY STRUCTURAL SHEATHING MIN. 2x4 SPF #2 KNEE OR TITEN HD @ 32" TOP OF WALL TO _ GROUT FILLED CELL (IFco 0 BUCK TO CMU ATTACHMENT WALL WITH STUDS @ O.C. & 6" FROM EACH BOTTOM OF WALL. W REQ'D PER PLAN) 1-- ON BOTH SIDES FROM TOP I I END ATTACHED PER w BUILDER FRAME LOCATIONS PER GARAGE DOOR OF WALL TO BOTTOM OF 16 O.C. W/ Q w RADIUS AS REQ'D 00 c7 > MFR.'S WRITTEN SPECIFICATIONS BEAM. ATTACHED PER STRUCTURAL I 2x PT BOTTOM NAILING SCHEDULE L- • NOTE: SEE MD08 ON w m w NAILING SCHEDULE SHEATHING ON BOTH • __.._� ¢ O SIDES FROM TOP OF I PLATE EACH SOTHERTUD TO AMISE SP2 S V ' � >--- ..- 45 DEG. BEVEL CUT I O LINTEL PLAN O _ OTHERWISE SP2 CLIPS 0 N ¢ 2x6 P.T. SYP #2 BUCK WALL TO BOTTOM OF BUILDER FRAME PRECAST LINTEL OR ABOVE AND SP1 CLIPS p } a m ¢ 4 END 1 1/2" ABOVE EACH STUD TO DOUBLE TOP RADIUS AS REQ'D KNOCK OUT COURSE r' PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER EACH STUD TO 1 mm GARAGE F.F., A. SIDE OF OPENING NAILING SCHEDULE MASONRY WALL BOTTOM PLATE m SECTION STUD TO BOTTOM PLATE Q 66_0)VERTICAL REINFORCEMENT DETAIL fi_D_0 GARAGE BUCK DETAIL fi_F_6 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL o 1/2 "=1'-0" 1 /2 3/4 w "=1'-0" 3/4"=1'-0"' " =1'-0" 3/4"=1'-0" U_ (MAX.170C) Z CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN O O BEAM INTO LONG SPAN AS INDICATED ON BEAM z CL SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O _ STRAP IS NOT REQUIRED. j Ii PT. POST (AS NOTED) a U) W EXT. AS NOTED _ LAP BEAM PLYS AND O NAIL AS SHOWN (5) W 0.131 x 3 1/4" NAILS _ [� PER PLY F- HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS `®®®IIIII@►/l�®®� NOTED PLAN VIEW @ TOP OF POST NN 900000, ®00000, �, ��,` a (2) 2x TOP PLATE W/ SEE ROOF SHEATHING, (3) 12d END NAILS TO LAST STUD PLAN NAIL PER PLAN PT POST (AS NOTED) ®�•� •.• th,L`� o0 0. BU POST BASE CO cn - dp = ; J Z TYPICAL TIE BEAM W/ 3000 psi (2) 2x BUILT-UP COL. S NOTED z ®® _ ._. Y aq -� CONC. W/(1) #S REBAR CONT. DOUBLE TOP PLATE ) '2 w �. 4 _ `' SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE JL 8 THREADED ROD w/ W1 ®v zJ UT SET IN ADHESIVE w �Q-®���STD HOOK @ EACH STUD (2) 12d NAILS @a- ®®• ••4�wa2x PT STUD OR ALTERNATE 1x PT EACH END I1 ,®®d'j®'•®•®®®• �C4',� Q FURRING TO CMU W/ 2x FRAMING PER PRE-ENGINEERED SIMPSON LSTA30 W/ \ '° ®®® p qq a >- O 1 a SEE FOUNDATION �t�'all U_ PLAN ROOF TRUSS - SEE (22) 10d NAILS (ALL 11 �� O ,4 FRAMING PLAN FOR CORNER CONDITIONS � �4 a I I z PLAN FOR ADDITIONAL z SPACING EXTERIOR SHEATHING STRAP AROUND _SE OF POST 66 0 TYPICAL FILLED CELL �` �� � � .� INFO O TY TY ICA psi CONC. SEE PLAN FOR NAIL PER PLAN TALLER STUD) SIDE VIEW bTBA I' W/(1) #5 REBAR VERT. CONNECTION O U VERIFY W/ PLAN FOR 2x BRG WALL, SEE CDO CORNER COLUMN FRAMING d A SEE FRAMING PLAN FOR REQ'D LOCATIONS PLAN FOR STUD SIZE & BEARING WALL LOCATIONS. SPACING. MIN (2) 2x „_ 1 w o CMU WALLAS REQ'D SEE FLOOR PLAN FOR 3/4 -1 SEE BEARING WALL UNDER GIRDER TRUSS MORE BRG. WALL INFO PER PLAN U.N.O. SCHEDULE FOR REQUIRED U ': o —PRE-ENG.TRUSS PER � —� CONNECTIONS, STUD�„ TITEN HD ANCHORS W/ SPACING, AND BLOCKING (4) EQ. SPACED z 2x BLOCKING PLAN, 24 z O.C. MAX c~i� °• REQUIREMENTS MIN. 1 a" EMBEDMENT FOR HOLLOW ROOFING MATERIAL Q 00 BLOCK OR 3 1/2" EMBEDMENT FOR SOLID O PER ARCHS ( CD H M SIMPSON LSTA24 EACH 2 2x TOP PLATE � Z BLOCK. MAX. 6" FROM TOP AND BOTTOM STUD OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" ATTACH 2x TO w 0 ~ a �-�--- SEE FRAMING PLAN Z W W U� w FROM TOP AND BOTTOM AND 12" O.C. 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) FOR CONNECTION 0 Q p 0 E I . PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS I— _ j U ID BETWEEN INFO ¢ � � � rr SPACING. MIN (2) 2x STAGGERED @ 8" U O ti rn PT BASE PLATE UNDER GIRDER TRUSS SEE PLAN FOR O.C. SEE ELEVATION 0 J 0 � z 0 `'' c TOP OF MASONRY z > o E U.N.O. CONNECTION 4. w ¢ O m u-, co c -- SEE ARCH PLANS FOR y 0 c�a. fiFl�'SECTION DOUBLE BEARING F1 STEP BEARING FRAME WALL0BEARING/ SHEARWALL CONNECTION TO CMU@ OVERHANG INFO W W U) W o ";= 3/4"=1'-0„ „ �' w F- p= z w z E 3/4 =1-0 3/4"=11-011? J Z ¢ 0 ?� w o U 0 Q= W Q O RE. ELEV. o I- W a X tQi o" FOR O.H. W W 1� F- O .n TYP. SINGLE TIE -BEAM O W V Zz w o W/ (1) #5 CONT. 0 = o GROUT SOLID ¢ U) z 0 W M U) O .t - PRE -ENGINEERED Q 2 PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE TRUSSES PER PLAN@ `"'�---_ SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 o 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 (/) O fW G (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE WINDO 2x4 3/16" x 3 1/4" 12" O.C. 1 /16" x 3 1/4" " PLATE w/ (2) 16d NAILS 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND TRUSSES PER PLAN@ `"'�---_ WINDOW PER > - z a I�- ' O �a 24" O. C. MAX. DOUBLE 2x TOP PLATE FLOOR PLAN o Z _j TYP. TRUSS TO FRAME IF REQ'D, PROVIDE ~ p (/) O fW G (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE WINDO CONNECTION PER STD CLOSURE WALL w/ CONNECTION NOTES SINGLE TOP AND BASE PRECAST CONC. OR o z W F- > 2 a LR ... PLATE w/ (2) 16d NAILS POWERS STEEL SILL. 3 O �' W ..r�.+ MAW FLOOR EXT. SHEATHING ATTACHED TO TRUSS. STUDS @ TYP. @ ALL WINDOWS w = W cl) MASONRY WALL PER OF BUCK. PER NAILING SCHEDULE FROMI �I 24" OC&EXT .. . CRICKET AS REQUIRED 1 J W W dam', TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLED D W W CONC. SLAB - + �� ._ VERT REINF. BEYOND OR SP2 CLIPS AT TOP AND SP1 I I PER NAILING PATTERN .° EXT FINISH PER PLAN z Q a Z CL STRUCTURE BY OTHERS IN THIS CASE. OPENING SIZE AND NOTES: CLIPS AT BASE ARE REQ'D. �a LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OFCY ~ J a , (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE WINDO ' � ... 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE ..r�.+ MAW FLOOR O MASONRY WALL PER OF BUCK. 2x BLOCKING CRICKET AS REQUIRED ELEV 0'-0" w dam', PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO MIN 2x4 STUDS @ 16 CONC. SLAB - + �� ._ VERT REINF. BEYOND (L r STRUCTURE BY OTHERS IN THIS CASE. O/C MAIN SPAN ROOF SEE FOUNDATION :'. _ �� co P.T. BUCKS PER .T. BUCKS 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO 2x P.T. PLATE TRUSS PLAN FOR MORE INFO j �_ III=III; o --- BLDG DESIGN: --- SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 1Od x 3" NAILS I I=i STRUCTURAL ENG: MCD - - AAAA--- STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK, 1/2" x 8" A.B. OR TITEN HD @ 32" MASONRY WALL PER I I^III _ DRAFTING: MAX. 2PLIES OVER INITIAL P.T. BUCK. O.C. & 6" FROM A, END, PLAN H 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME CENTER ON BASE PLATE U -STRUCT: _ QC CHECK: CC OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS UPLIFT CONNECTOR SEE FOUNDATION ---j (SEE SCHEDULE) DETAILS FOR FTG INFO (FASTENING) ARE MET.JOB 5. MAINTAIN MAXIMUM 2 FASTENER EMBEDMENT INTO HOLLOW OR SOLID TOP KNOCK OUT Na PSQ-21$0007 - .AAAA. AAAA AAAA__ _ GROUTED CMU. COURSE W/ (1) #5 MASONRY WALL PER Q SCALE: AS INDICATED 6. WINDOW OR DOOR INSTALLATION BY OTHERS CONT. PLAN W DATE: 02/20/18 fiF1 KNEEWALL ABOVE MASONRY WALL S01 TYPICAL ONE STORY CMU WALL SECTION ►0 2x BUCK DETAIL F 1-011 111=11-01f , 11 3/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A &.n.p DIAGONAL TO BEAM BEAM CONNECTION SIMPSON DIAGONA PLATE 111, 111111 1611 [ .I 1 L SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) GABLE BRACING + UP TO 4'-8" CLEARANCE BETWEEN 1/2" J -BOLTS w/ (1) 2x4 BRACE TRUSS INSIDE FACE OF CMU WASHERS (MIN. 2x4 SYP #2 BRACING @ EMBED) MIN. 6 FROM STRONGBACK W/ (1)2x4 BRACE 14-0 < H_18-8 ' AND CENTERLINE OF EACH END AND 32° 24" O.C. FOR FALSE BM w J -BOLT O.C. MAX. ATTACHMENT w/ (3) 10d z DOUBLE 2x TOP PLATE \ z TOENAILS EA. END U) 2x8 P.T. PLATE, CANT. FASTEN SIDE WALL U_ FOR CLG. NAILINGy GABLE END W/ 16d SHEATHING PER PLAN. SURFACE ,a o m NAILS @ 6" O.C. CHART (5) 16d NAILS PROVIDE 16d NAILS 0 FRAMING FOR FALSE GABLE BRACING (+) GABLE END TRUSS TO BRACE TO EXT. SHEATHING; SEE CHART BLOCKING ATTACH PER PLAN .OP m STRONGBACKIF Q K PROVIDE 2x4 BRACE 0 CHART TO EA. ADJ. DIAG. FRAME WALL CONNECTION N FASTEN TO DIAG. A GABLE END = w/(2) 16d NAILS. CONTRACTOR TO FIELD VERIFY WHICH` CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 31/4" E M BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" CLEARANCE BETWEEN 1/2" J -BOLTS w/ (1) 2x4 BRACE 7'-0" < H'S 9'-4" INSIDE FACE OF CMU WASHERS (MIN. 2x4 SYP #2 BRACING @ EMBED) MIN. 6 FROM STRONGBACK W/ (1)2x4 BRACE 14-0 < H_18-8 ' AND CENTERLINE OF EACH END AND 32° 24" O.C. FOR FALSE BM w J -BOLT O.C. MAX. ATTACHMENT w/ (3) 10d z @ 48" O.C. TO 3RD BAY \ z TOENAILS EA. END U) 2x8 P.T. PLATE, CANT. 2 io M 2x TOP PLATE TO T-0 U_ FOR CLG. NAILINGy GABLE END W/ 16d SURFACE ,a o m NAILS @ 6" O.C. CHART PROVIDE 16d NAILS 0 FRAMING FOR FALSE GABLE BRACING (+) GABLE END TRUSS TO L_ IF REQ'D / 3 � GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:!:- T-0" (1) 2x4 BRACE 7'-0" < H'S 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4"'< H �4'-0" STRONGBACK W/ (1)2x4 BRACE 14-0 < H_18-8 ' STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. W CONT. 2x4 \ \ CL 0'_ LLJW W 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY \ REQ'D w/ \ STRONGBACK, SEE CHART \ \ GABLE BRACING (+) 5 SEE CHART m STRONGBACKIF Q K REQ'D PER 0 CHART N A GABLE END = SHEATHING FASTEN PER LAN. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL. OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND. DESIGNATION AND SHALL BE THE BEARING SUPPORT F_ COUNTY WEAL z W LU Of N_ z O 0 w _ is W W O 0 W z CL 0'_ LLJW W 5 O m Q K 0 O J U_ w Z LL O '0411000000001 U) lo W I CL 0'_ LLJW W O Q K a PLATE O.C. MAX. a. HGA10 @ 32" O.C. Od NAILS @ EA. O (1) A23 FROM _j `►1ltllitpl' �.--- 2x4 BRACE IF REQ'D STRONGBACK TO NOTES &CONNECTOR LEGEND MEMBERS FOR HEADERS. IF J X\ 0) '//®� 0) TRUSS BRACE SEE CHART. DIAGONAL SHEET. QUANTITY OF KING NO JACK STUD DESIGNATIONS ������ •,;.•••/�j� <>r W v TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. STUDS SHOWN ON FRAMING ARE SHOWN, REFER TO THE `�� _,40 ••• "••• fJ% - [L � �a (1) #5 CONT. w/ SINGLE BASE & TOP PLANS SHALL SUPERSEDE THE HEADER SUPPORT SCHEDULE 4441 o, w 6.°•e �y1 w a CMU WALL OR LINTEL FALSE BM PER PLAN �— 10d COMMON NAILS @ \ BELOW PLATE w/ PLYWOOD IF REQ'D 6.. O.C. ¢ ®z w a. aC = '� QUANTITY AS SHOWN ON ON NOTES &CONNECTOR . �i � o o • ,,; '� Y SHEATHING COVERING STANDARD DETAILS LEGEND SHEET. u1 w< o; z CMU WALL CONNECTION CLEAR SPAN CONNECTION ---- GABLE VERTICAL W �Z�m.,e `�� �,Uj ° a 2ND 2x4 BRACE IF REQ'D, SEE CHART U aVill — w �c�c�►e5111111111 m I NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING�k�c�k A -A GABLE VERTICAL BRACING 2x6 2X CRIPPLES @ 16", O.C. � W/ SIMPSON SP2 TYP. z 10d COMMON NAILS @ TOP AND BOTTOM IF 0 HEADER IS NOT FLUSH U o rGEO GABLE END @ FLAT CEILING CONNECTIONS GEO GABLE END BRACING SP4 TOP OF CRIPPLE AT AGAINST TOP PLATE o STRAP LOCATION * WHEN STUD LENGTH a 3/4"=1'-0" IS < 12" USE LSTA30 g Ld d o 3/4"=1 STRAPS AT EA. STUD Z WRAPPED OVER TOP U z "" PLATE & NAILED TO c>r .� HEADER EA. SIDE W/ Z °$� -- D (11) 10d NAILS ❑ 4C0 SP4 TOP OF CRIPPLE AT W M O (n W STRAP LOCATION z W U ; w 2 ROWS 12d NAILS oes r� _ rn � `t ~ E STAGGERED @ 12" O.C. U J U) z �? N c 4-4 EA. FACE OR (3) ROWS _ Z H z j o` -o 12d NAILS STAGGERED _ < ¢ 4 m w @ 12" O.C. FOR 2X10 t- .f p ❑ >- o cR OR GREATER HEADER Q W SEE HEADER J Z Q p� 2 Z 0 SCHEDULE FOR w f-- ❑ = z w E HEADER CONNECTION z I— � Q Q w = INFORMATION o �W Q w W CL \✓ M LSTA30 HEADER TO 0 LO 0 _ O p STUDS U.N.O. d (n z FILLING AND BLKING a M �— AS REQ'D W/ (2) ROWS o OF 12d @ 16 O.C. TO d r HEADER UNO 2x4 SYP #2 BLOCKING � F - 2X STUDS TYP. z Q 0 @ 48 O.C. MAX. W/ (3) TRUSSES AT 24 O.C. o Z —� 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ATTACH JAMB STUDS p (� LLI o END. REDUCE PLAN ATTACH PER STRUCTURAL -� SPACING TO 24" O.C. �. • NAILING SCHEDULE BEARING WALL PER SIMPSON DTC @ 48" ❑ ,� Q PLAN. STUDS @ 24" O.C. ATTACH W/ (6) 8d SHEATHING PER WF08/SD3 W BASE PLATE TO BE `j W @WALLS CARRYING = O.C. MAX. STUD ��� ATTACHED PER z A/ LOADS SUCH AS SPACING TO BE NAILS (MAX. a NAILING SCHEDULE ATTACHED TO FTG w _ W (/) CABINETS OR HEAVY VERTICAL GAP SHELVING REDUCED DOWN TO BETWEEN 12" LONG W Fn USING 1/2 J -BOLTS OR I- � 16" O.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD DOOR EPDXY ANCHOR @ 6" z W W 2x4 #2 SYP CONT. W/ a SIMPSON DTC @ EACH - - LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER (2) 16d COMMON OPENING FROM EA. END OF BASE Q Z HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING.) PLAN. STUDS @ 24" NAILS EA. STUD OR PLATE & WALL cn = Q 5,�,,► LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING O.C. MAX. STUD TRUSS MEMBER, OPENINGS & 32" O.C. W/ �_ (Y 4 � (6) 8d NAILS (MAX. 4'" SHELVING. TO 24" O.C. FOR Zv SPACING TO BE 7" MIN EMBED PER BRG TYP. (MAX. 24 O.C.). 0 co VERTICAL GAP WALLS CARRYING REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT p Q BETWEEN 12" LONG HOLD TOP OF LOADS SUCH AS 16 O.C. MAX. @ 1/4" TAPCONS W/ SLAB STEP DOWNS, o p) Z BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST 7" z Q M BOTTOM CHORD/ WALL DOWN 1-11' SHELVING LOADS SUCH AS O.C. MIN. BELOW STEP 0. � TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY w 2x BLOCKING x 12" " TRUSS BOTTOM 2x BLOCKING x 12" SHELVING. P.T BASE PLATE --- SHELVING. OR ROOF ❑ BLDG DESIGN: CHORD. LONG @ TRUSS SYSTEM LONG @HORIZONTAL - LOCATION FOR CLIP - � STRUCTURAL ENG M LU DRAFTING: BLOCKING LOCATION --� „ _ ATTACHMENT, @ 48 WOOD/MASONRY NOTE: CONTRACTOR TO NAIL � -DESIGN: --- FOR CLIP WALL OR TRUSS, 1st KING STUD INTO HEADER D-STRUCT: HG O,C. ATTACH TO WALL SP4 @ BASE OF EA. v ATTACHMENT. ATTACH HOLD TOP OF SEE PLAN PER HEADER SCHED. THEN ❑ SINGLE TOP PLATE W / STUD U.N.O. SEE QC CHECK: CC TO WALL SINGLE TOP NON -LOAD BEARING ATTACH ADDIT'L KINGS AS TO W LL /MIN. (4) 8d MIN. (4) 8d NAILS. BEARING WALL c~n JOB No. PSQ-2180007 REQ'D. WALL DOWN 1-z SCHEDULE ON NOTES & NAILS. BELOW BOTTOM OF CONNECTOR LEGEND SCALE: AS INDICATED SINGLE 2x TOP PLATE TRUSS BOTTOM SHEET FOR MORE INFO. o DATE: 02/20/18 SINGLE 2x TOP PLATE CHORD. fi F2 NON-BEARING WALL (PARALLEL TRUSS) D02 LEDGER @ LOW ROOF fiFOkTYPICAL HEADER DETAIL W 1/2"=1I -Olt 3/4"=1'-0" 1 /2"=1'-0" 0� SD2 COPYRIGHT MCD 2015: The information contained in this document its 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, LCC is strictly prohibited. 2x4 BLOCKS, (2) 1E^' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOVE FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAD FASTEN TO DIAG.v 16d NAILS. 4THING PER PLAN RE O.H. IS > V-0", P END GABLE w/ -OOKERS @ 24" TO RUN BACK TO 'OMMON TRUSS 1 (3) 12d TOENAILS. NECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. T. 2x4 >@24"O.C. LE END WTHING FASTEN PLAN CE AS REQ'D 'SON H10A DIAD LOCKING GABLE BRACING @ 48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10°) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48 O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** rO GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 2x6 COLLAR TIE HALF WAY NOTES: ' UP HEIGHT OF VALLEY. OLSTA18 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION FASTEN w/ (5) 10d COMMON VIEW w/ CMU 4 co v "0 NAILS @ EACH END (TYP.) OTO HEADER (SEE PLAN 2x6 RAFTER TO 2x8 RIDGE BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ®® BOARD W/ A35 ON ONE SIDE OPRE-ENGINEERED ARCH PER ELEV O2x OF RAFTER. ATTACH A35 ON s /o►►1ll►p��� (2) - 8d EACH END ADJ RAFTER TO OPP SIDE VIEW w/ WOOD (AS SHOWN) N FASTEN SYP OR SPF 2X6 (MIN. N 10d x 3" COMMON WIDTH) PLATE THRU O.S.B 10d x 3" COMMON OPP. SHEATHING (THICKNESS PER SIDE z z PLAN) TO PRE -ENG TRUSS z BELOW W/ 1/4"x4-1/2" a as SIMPSON SDS SCREWS 2x6 RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING PLATE TO TOP CHORD OF Cl 00 ao EACH TRUSS BELOW 24's @ 24" NOTE: ROOF O.C. MAX. LU o I v� JP 2X8 RIDGE BOARD FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. ;F01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. 1/2"=11-011 BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OV SC OR VINYL SOFFITS OV Sc ROOF SHEATHING, ATO ROOF FASTENPER PLAN ?�<FN�gA TO FASTEN PER PLAN cryop �TyOFoss y y 2x4 FRAMING @ 24" 2x4 FRAMING @ 24 O.C. MAX. 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 10d x 3" @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS �- @ 4,1 O.C. . TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA (2) 8d TOE NAILS TO CMU WALL PER PLAN TRUSS CONNECTION (2) 8d TOENAILS LEDGER TO LEDGER 2x4 PT LEDGER W/ PER PLAN 2x4 LEDGER W/ (2) 16d 01 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.C. O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 fiFO ARCH WINDOW FRAMING DETAILS ME LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV _ (2) - 8d EACH END 1-1/2"=V-0" F01 DORMER FRAMING DETAIL C7 z U a 00 SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. CO SIDE & TOP NAILER !11 ITbll'1C �r EDGE DISTANCE 2x4 s PER DETAIL O z w O z Q co C c c 0 INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN OLSTA18 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION END VIEW w/ CMU 4 co v "0 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/-1/41' 2 1/2" EDGE OTO HEADER (SEE PLAN > BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ®® 7/16" O.S.B. EA. SIDE OPRE-ENGINEERED ARCH PER ELEV O2x 2x BLK'G. TO O.S.B. s /o►►1ll►p��� (2) - 8d EACH END END VIEW w/ WOOD 1-1/2"=V-0" F01 DORMER FRAMING DETAIL C7 z U a 00 SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. CO SIDE & TOP NAILER !11 ITbll'1C �r EDGE DISTANCE 2x4 s PER DETAIL O z w O z Q co C c c 0 INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN O2x NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN OLSTA18 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION OCONT. 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4 co v "0 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/-1/41' 2 1/2" EDGE OTO 1'" EDGE 1 1/2" EDGE > BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS ®® 10d x 3 COMMON OPRE-ENGINEERED p 2 1/2" Z O2x z LU LU 1 1/2" N s /o►►1ll►p��� UjN CV t- ODOUBLE ( N OSIMPSON N N 10d x 3" COMMON 05 O 10d x 3" COMMON OPP. J, SIDE z z a.m z a as OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING Cl 00 ao NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF 00 .1 10d x 3 COMMON 1/2"=1'-011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's ° (2) 2x COLUMN "FOTYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=V-0" F01 DORMER FRAMING DETAIL C7 z U a 00 SEE TYPICAL HEADER 'RAMING DETAILS FOR kDDITONAL NFORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. CO SIDE & TOP NAILER !11 ITbll'1C �r EDGE DISTANCE 2x4 s PER DETAIL O z w O z Q co C c c 0 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 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OLSTA18 ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN 4 co v "0 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 O2x PLATES OVER ROOF DECK PER VALLEY s /o►►1ll►p��� FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER 05 O COMMON TRUSS PER PLAN OR CONV. FRAMING w/ J, STRUCTURAL SHEATHING PER PLAN AND ROOF a.m FINISH PER ARCHITECTURAL PLANS 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 1/2"=1'-011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. >-x BUCKS, 10d x 3" 10d x 3" OPP. 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F- F_ W Z W W BLDG DESIGN: --- CI STRUCTURAL ENG: MCD W DRAFTING: �= -DESIGN: --- U-STRUCT: HG m OC CHECK: CC U JOB No. PSQ-2180007 `t SCALE: AS INDICATED w DATE:^— 02/20/18 p W W bU3COPYRIGHT 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, LCC is strictly prohibited. 2x4 #2 SYP P.T. SEE TRUSS PAN FOR TRUSS PER PAN BLOCKING @ 24" O.C. MORE INFO & CONNECTION CONNECTION W/(2)12d END NAILS III III 1I I I I TOP & BOT., 2x8 TO ti Z l- O 2x12 w/ 10d X 3" NAILS TRUSS PER PAN @ EACH END. @ 6" O.C. 2x12 AT O WALL TO PRECAST DTC CLIP, (2) 8d NAILS LINTEL w/ (2)ROWS OF 2x4 #2 SYP P.T. @ EA. 1/4" x 4" TAPCONS @ TRUSS w/ (4) 12d NAILS INTO BLOCKING, (2) TRUSS PER PAN i STAGGERED TOENAILS INTO OTHER i TRANSOM BETWEEN 3/16" x 2 3/4" TAPCONS LINTELS LINTEL PER PLAN SLOPE AS REQ'D L` p � 0 IN CMU. OR SIMPSON FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" LH TAPCONS @ 12" O.C. META16 @ 24" O.C. DTC CLIP, (2) 8d NAILS U_ LAY 2x4 BLOCKING @ a INTO BLOCKING, (2) a: 24" O.C. OVER THE MASONRY WALL OR .. 3/16" x 2 3/4" TAPCONS LINTEL PER PAN '.•: TOP OF THE BOTTOM LINTEL SEE PAN "' IN CMU, OR SIMPSON CHORD. ATTACH W/ (2) META16 SO2 HEADER @ POCKET SLIDER W/ TRANSOM 10d NAILS @ EACH I—�O� TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d NAILS INTO BLOCKING, NAILS, TOENAILED @ TRUSS PER PAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING PATE PER PAN TRUSS PER PAN TRUSS PER PAN DTC CLIP, (2) 8d NAILS -- INTO BLOCKING, (4) 8d M 2x6 SYP #2 LEDGER. w NAILS INTO TOP PLATE TO STUDS w/ (2) 1/4" X (2) 16d TOE NAILS TO LEDGER 2x4 SYP #2 BLOCKING, BRACE CL @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d SCREWS @ 16" O.C. DOUBLE TOP PATE END NAILS @ EACH NAILS @ EACH WEB MAX.; z 0 END. EXTERIOR WALL/TRUSS TO GABLE END STUDS o Z J WHEN CLOSURE WALL w/ (2) 1/4"X 3%" SIMPS Q LLQ EXTERIOR SHEATHING. WALL SHEATHING PER IS 3FT OR TALLER - 2x zATTACH PER PAN PLAN SYP#2 BOTTOM a a FROM TOP OF WALL TO MASONRY w/ 2x6 BLOCKING REQ'D @ W w TO BOTTOM PT SYP #2 LEDGER w/ w 2x WALL, SEE PAN 24 O.C. MIN (2) TRUSS 12 BAYS W/ (3) 12d TT 2x8 #2 SPF STUDS AT TAPCONS AT 12" O.C. TOENAILS EACH END. LJ.I W 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER ° WJ (3) 12d NAILS @ CL 2x8 #2 SYP PT. BASE EACH STUD PATE W/ 1/2" x 8" (4)10d NAILS@ EA.ANCHOR = BOLT OR BLOCKING TO MASONRY WALL OR (4) 10d NAILS FOR z TITEN HD @ 32" O.C. & PLATE LINTEL SEE PLAN 6" FROM EACH END TRUSS PER PLAN VAULTED CONDITION CMU @ CONY. FRAMED TRUSS PER PAN _ (2)10d NAILS TO BOTTOM CHORD MEMBERS ONLY O Z @EACH END OF SDS SCREWS @ 16" BLOCKING 2x4 SYP #2 FAT O.C. MAX.; (2)10d NAILS TO Q M BLOCKING, @ 24" O.C. BOTTOM CHORD TO GABLE END STUDS W/ (2) 12d END NAILS @EACH END OF ----- @ EACH END. w/ (2) 1/ 3/ S � �� 4" X , 2' IMPS. 3 -0 MAX BLOCKING WALL SHEATHING PER --- SDS SCREWS @ 16" FASCIA PER o PAN O.C. MAX.; COMMUNITY SPECS 2x WALL, SEE PLAN STRUCTURAL ENG: ALTERNATE BLOCKING @ FRAME CONDITION fi FO NON-BEARING WALL CLIP DETAIL 2x4 SYP #2 OR -- w ��j 3/4"=11-011 --- --- _.._ DRAFTING: N .. a .. — — -- _ NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" M10RE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" NAILING LING O.C. (FOLLOW NAILS TYP TOP & BOT (SOLID BLOCK W/ 2x6) NAIL M NTS THIS + ATTACH 2x4 STUDS TO REQUIRE E (2) 10d NAILS @ 3" O.C, DETAIL FOR ALL TOP WITHIN 48" OF SPLICE TOP PATE W/ (3) 12d PATE SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS � ATTACHED PER (WF08/SD3) - OVERLAP TOP PATE AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PATE PATE ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT • TOP PLATE W/ (4) 12d . UP COLUMN BELOW W/ ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE MFO' TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) i O F- i 0•• O V U) a W LU ❑ O W a � MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PATE & 2x DBL TOP PATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FAT ° ° 124 °—, ° ° D= NAIL SPACING BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ ° a ° o ° ° ° PER NOTE #2 M N I7 — — T`I - -J w %J11111111111 w z 2 NAIL AT DOUBLE TOP P ATE US NG NN (DI ROWS OF 8d M I —TIONAL INFO. D (I SHEATHING PER PAN �,�®e®,`� •'*69900. ��� ;'"' WALL SPLICE, FIELD wIt Q O NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I I O' ®® �,°�•;.•` '•,�2�� 0 11 5 11 11 11 VERIFY IF REQUIRED �- w PLATE PER PLAN ---I 1 1- U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS o r� O o. J o °1 11 11 11w w O @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING ¢ ®• � "� �' Z �, U! • Q. cJ z = 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. M •ca v. O WALL SHEATHING O W U.N.O. ON PANS. STAGGER ALL VERT. PANEL JOINTS •�`•, • III III I I I I I I SPLICE, SEE SPLICE 5 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8,, �'r® ®'••®.•®•W® ®® .' w III III I I I ( I DETAIL. MAX 1/8" g - - S S PER NOTE #1 SPACING _ OPENING SPACE BETWEEN HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @TOP & M e 1►�,�''��� III III ri PANELS = U) BOTTOM _ -o _u.• I) SINGLE NAIL EDGE SPACING z - III III II 11 II AROUND SEE TRUSS PAN FOR SEE TRUSS PLAN FOR MORE INFO & MORE INFO & CONNECTION CONNECTION 2x12 BOX HDR w/ 2x8's III III 1I I I I TOP & BOT., 2x8 TO ti Z l- O 2x12 w/ 10d X 3" NAILS _ _ 11 71— — 111 I I I I 11 @ 6" O.C. 2x12 AT O WALL TO PRECAST + LINTEL w/ (2)ROWS OF 2x4 #2 SYP P.T. @ EA. 1/4" x 4" TAPCONS @ TRUSS w/ (4) 12d NAILS 16" O.C. MAX. INTO TRUSS & (3) 12d i STAGGERED TOENAILS INTO OTHER i TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PLAN SLOPE AS REQ'D L` p � 0 2x6 #2 SYP P,T. CONT. FLOOR SYSTEM w/ (2) 1/4" x 3 1/2" �- W TAPCONS @ 12" O.C. — — — — SPACED EVENLY U_ VERTICALLY CUT TO FIT 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @POCKET SLIDER W/ TRANSOM N .. a .. — — -- _ NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" M10RE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" NAILING LING O.C. (FOLLOW NAILS TYP TOP & BOT (SOLID BLOCK W/ 2x6) NAIL M NTS THIS + ATTACH 2x4 STUDS TO REQUIRE E (2) 10d NAILS @ 3" O.C, DETAIL FOR ALL TOP WITHIN 48" OF SPLICE TOP PATE W/ (3) 12d PATE SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS � ATTACHED PER (WF08/SD3) - OVERLAP TOP PATE AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PATE PATE ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT • TOP PLATE W/ (4) 12d . UP COLUMN BELOW W/ ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE MFO' TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) i O F- i 0•• O V U) a W LU ❑ O W a � MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PATE & 2x DBL TOP PATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FAT ° ° 124 °—, ° ° D= NAIL SPACING BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ ° a ° o ° ° ° PER NOTE #2 M N I7 — — T`I - -J w %J11111111111 w z 2 NAIL AT DOUBLE TOP P ATE US NG NN (DI ROWS OF 8d M I —TIONAL INFO. D (I SHEATHING PER PAN �,�®e®,`� •'*69900. ��� ;'"' WALL SPLICE, FIELD wIt Q O NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I I O' ®® �,°�•;.•` '•,�2�� 0 11 5 11 11 11 VERIFY IF REQUIRED �- w PLATE PER PLAN ---I 1 1- U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS o r� O o. J o °1 11 11 11w w O @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING ¢ ®• � "� �' Z �, U! • Q. cJ z = 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. M •ca v. O WALL SHEATHING O W U.N.O. ON PANS. STAGGER ALL VERT. PANEL JOINTS •�`•, • III III I I I I I I SPLICE, SEE SPLICE 5 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8,, �'r® ®'••®.•®•W® ®® .' w III III I I I ( I DETAIL. MAX 1/8" g - - S S PER NOTE #1 SPACING _ OPENING SPACE BETWEEN HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @TOP & M e 1►�,�''��� III III ri PANELS = U) BOTTOM _ -o _u.• I) SINGLE NAIL EDGE SPACING z - III III II 11 II AROUND 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END III III 1I I I I 2x8 #2 SPF VERTICAL ti Z l- O @ 24" O.C. w/ EXT. _ _ 11 71— — 111 I I I I 11 SHEATHING PER O I Al NAILING SCHEDULE & + *+ * *+ (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER 4 TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ INTO TRUSS & (3) 12d EACH VERTICAL TOENAILS INTO OTHER TRANSOM BETWEEN TRUSS LINTELS LINTEL PER PAN SLOPE AS REQ'D L` p � 0 2x6 #2 SYP P.T. CONT. FLOOR SYSTEM . w/ (2) 1/4" x 3 1/2" �- W • TAPCONS @ 12" O.C. — — — — SPACED EVENLY U_ VERTICALLY CUT TO FIT 2x6 STUD PER PLAN 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO2 HEADER @ POCKET SLIDER W/ TRANSOM N .. a .. — — -- _ NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" M10RE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" NAILING LING O.C. (FOLLOW NAILS TYP TOP & BOT (SOLID BLOCK W/ 2x6) NAIL M NTS THIS + ATTACH 2x4 STUDS TO REQUIRE E (2) 10d NAILS @ 3" O.C, DETAIL FOR ALL TOP WITHIN 48" OF SPLICE TOP PATE W/ (3) 12d PATE SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND AGAINST 2x8 STUDS � ATTACHED PER (WF08/SD3) - OVERLAP TOP PATE AT CORNER TOP SPLICE @ DOUBLE 2X4 TOP NAIL BOTTOM PATE PATE ATTACH 2x8 STUDS TO TO EACH PLY OF BUILT • TOP PLATE W/ (4) 12d . UP COLUMN BELOW W/ ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD PLATE MFO' TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) i O F- i 0•• O V U) a W LU ❑ O W a � MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PATE & 2x DBL TOP PATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FAT ° ° 124 °—, ° ° D= NAIL SPACING BEYOND 2 OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ ° a ° o ° ° ° PER NOTE #2 M N I7 — — T`I - -J w %J11111111111 w z 2 NAIL AT DOUBLE TOP P ATE US NG NN (DI ROWS OF 8d M I —TIONAL INFO. D (I SHEATHING PER PAN �,�®e®,`� •'*69900. ��� ;'"' WALL SPLICE, FIELD wIt Q O NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I I O' ®® �,°�•;.•` '•,�2�� 0 11 5 11 11 11 VERIFY IF REQUIRED �- w PLATE PER PLAN ---I 1 1- U3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS o r� O o. J o °1 11 11 11w w O @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING ¢ ®• � "� �' Z �, U! • Q. cJ z = 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. M •ca v. O WALL SHEATHING O W U.N.O. ON PANS. STAGGER ALL VERT. PANEL JOINTS •�`•, • III III I I I I I I SPLICE, SEE SPLICE 5 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8,, �'r® ®'••®.•®•W® ®® .' w III III I I I ( I DETAIL. MAX 1/8" g - - S S PER NOTE #1 SPACING _ OPENING SPACE BETWEEN HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @TOP & M e 1►�,�''��� III III ri PANELS = U) BOTTOM _ -o _u.• I) SINGLE NAIL EDGE SPACING z - III III II 11 II AROUND 2x STUDS BEYOND, U o .•,., CA r-RwR Onr-M1 rnrv� (11 OPENING III I I I I I I SEE PLAN FOR MORE W " PROVIDE PIECE OF III III 1I I I I INFO ti Z l- O SHEATHING BETWEEN _ _ 11 71— — 111 I I I I 11 EACH VERTICAL O EXTERIOR WALL 111 I I I I I I i 11 i I I I I I � i3: 1- cn 0SHEATHING & BLOCKING. ALL _ u__1L__�L_ o ~ _j °0 SHEATHING TO HAVE LL 0 W D m SAME THICKNESS & z 0 0 L` p � 0 STRENGTH ORIENTATION FLOOR SYSTEM z �- W AS EXTERIOR WALL — — — — U_ SHEATHING CUT TO FIT 2x BOTTOM PATE STUD PER PLAN JOINT, MAX. 1/8" GAP 1 OPENING SIZE BEYOND SEE PAN SHEATHING DIAGRAM 2x6 BLOCKING PACED (2) ROWS OF 8d NAILS I—�O� FLATWISE WI (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END of SHEATHING SPLICE 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL --� FOR MORE INFO LINTEL PER PAN 2x8 #2 SPF VERTICAL 2411' O C@ / EXT.. 5; U SHEATHING PER O CL NAILING SCHEDULE & o (4) 12d NAILS EACH TRUSS MEMBER A4 2x8 w/ (2) 10d NAILS @ U EACH VERTICAL U o o � �o m zd0 o Z LL 0 W LD � i/� w z 0 0 WU��`W 0c�� E a z &X 8 SHEATHING SPLICE DETAIL w 7M 0 - N SCALE: 3/4"=1'0" GYPSUM WALLBOARD rn O (�LLIzc w 'Q0 �00 T _ '� U_ 10 N SEE TRUSS PAN FOR MORE INFO & CONNECTION I✓ ---- LINTEL PER PL 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/WEBBING) 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER PS04\ HEADER Cad POCKET SLIDER H SHEATHING PER NAILING SCHEDULE & ' (4) 12d NAILS EACH TRUSS MEMBER J W 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER X503 HEADER @ POCKET SLIDER SEE TRUSS PAN FOR MORE INFO & CONNECTION I✓ ---- LINTEL PER PL 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/WEBBING) 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER PS04\ HEADER Cad POCKET SLIDER 1/2"=11-011 1/2"=1'-0" \ % 1/2"=11_01f 1/2"=1'-0" 0 LU U) FEII SD4 — n 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, LCC is strictly prohibited. --COPYRIGHT MCD 2015: The information contained in this documentp p Y H J V~Q I>O O 0 J W N [>! v zd0 o w F- 7 Z ozzwz E z F' �'�"� O'�dL�a o I— Q�w0 W I—�O� 0 W Zw a Q �O z -- M 2x6 SYP #2 LEDGER. w TO STUDS w/ (2) 1/4" X U) 4'/z' SIMPS. SDS CL SCREWS @ 16" O.C. Q MAX.; z 0 EXTERIOR WALL/TRUSS TO GABLE END STUDS o Z J w/ (2) 1/4"X 3%" SIMPS Q LLQ p SDS SCREWS @ 16" W, O.C. MAX.; Z a > TO MASONRY w/ 2x6 > W u PT SYP #2 LEDGER w/ w = =V 12 W 4 (MIN.) TAPCONS AT 12" O.C. o LJ.I W SIMPSON H3 CLIP Q Z CL SHEATHING PER PLAN I-_ = 2x4 SYP #2 LEDGER. (4) 10d NAILS FOR z TO STUDS OR BEAM w/ CONY. FRAMED S _ (2) 1/4" X 4%" SIMPS. MEMBERS ONLY O Z SDS SCREWS @ 16" O.C. MAX.; z Q M TO GABLE END STUDS ----- w/ (2) 1/ 3/ S � �� 4" X , 2' IMPS. 3 -0 MAX BLDG DESIGN: --- SDS SCREWS @ 16" FASCIA PER o O.C. MAX.; COMMUNITY SPECS STRUCTURAL ENG: MCD TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR -- w --- --- _.._ DRAFTING: SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED j -DESIGN: --- x 2 3/4" TAPCONS @12"ROOF TRUSSES @ 24" U -STRUCT: HG _ ....... -...... _.... _..--- O.C. O.C. MAX. QC CHECK CC SIMPSON H3 CLIP DESIGNED FOR cn JOB No. PSQ-2180007 - SHINGLE ONLY SCALE: AS INDICATED rSD01 TYPICAL SHED ROOF DETAIL -- DATE: - ----------- 02/20/18 W 1/2"=11-011 1/2"=1'-0" \ % 1/2"=11_01f 1/2"=1'-0" 0 LU U) FEII SD4 — n 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, LCC is strictly prohibited. --COPYRIGHT MCD 2015: The information contained in this documentp p Y