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HomeMy WebLinkAbout3752 Saltmarsh Lp 17-2827 (a)r-.. N co N e uj a. M 00 tE7 � tCl ti EL ca A�va�bpu��a'de�Yf9` 00 `C� p`a`aemoo�a®a' V/-h2�O r"y�y 6oVe xyQ ; /p�gym{ r ° 1L1 E�' at Z ke CR O I�- O cn U .a) J C u- co co > 'CI cuWNO(D O I- C r..- .N, o c) E u v- 00 u- =� W z a a E 0 N E z E u; J U 0 J i 7 C i L L e 7 N C±. fa 2 C: d '_ 5 0 J M C .E O A Mco fu n aJ Q _ J z z Q n D n O .N O � M _ � Ci 00 N > . a V -0 N If) M I`s � O u o U.1 O O' L 0- 5 -0 N �3 j O .i..� O O w Q w Ln O a m W a z ■ a m ISSUE DATE 0911912 17 REVISIONS < PROJECT: 17-0249 z SCALE: AS NOTED < DRAWN BY: JML & J T DESIGNED BY: MJS COVER PAGE GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE_ 141-0" 16'-01, 14.,8„ 1',411 A/C COMP. 4" PVC PIPE FOR A/C CHASE \ -- r— \ \ I \ I a� I \ \\ I 1 61,811 I \\ i 8'-0" S.G.D. \----------------------- ---------------I I \\ I \\\ 7.1 '1 3',9211 19'-12' I D.W. 00 z Q Ogz \ (OPT) \\ REF. \\ I I I I \ I I I I \ I I I I I I I \ I I + I \\ I 81,411I F— ELEV. 0' " -0 A.F.F. \\ I \\ I \ \ I I \\ I I \ I ED 30 DR. �/ -�� OL4 H 1 A 31.01. I 21-Z" wi o i I� Lii ¢► L.. J �V \ 2''1 V" i I — ..- I I I-----"� r ---___.-._ _ 28 DR. N �----- .H. CD z N 0 � 101.510 2/.911 4'.011 2'-1011 1.611 6'1 4'.011 2'.81 151-411 6 -r O N � r LU Z s 0-- r f/) 16-0" GAR. DR. 16-0" 21,011 41.811 11,411 31.0/1 16'-01' 81,01' 81,011 221,011 30'-01 GENERAL NOTES KEY: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE_ ui CM o � . ct uLu cn y, peeoeooe �'opo % s qe�� s uj :d Ul � 10 e / C:) �- O O ti O M � C1 N .J v1 C/) cn�I`''in CD r. tD N Z3 > 'a Ii Cn N Q O .0- m N 0 I` C) N (DC) O Ed,_'�' LO X O QCLu- �a �w E s w o� q :3w U O C L n C L � a fa O cs c a N 0 ESM M il N _ ca J -0 E u_ i i #., Ln o M 00 � M .v = 4-J p J a z 'z n r O N � N � to M .1-4-1 CT �-00 N z ffo U N Ln O !� o C z .L O. O -v 0 > � 0 P-0 C NO w Q W Ln O G.. m O L� i- w w Q z m ISSUE DATE 09/19/201 285 u- REVISIONS PROJECT: 17-0249 z SCALE: AS NOTE Z DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN 02.AC gnv.A1j Second Floor Plan (Opt. MB.) SCALE 1/8' = 1'-0" (11x17) 1/4" = 1'•0" (22x34) 03. 1 GENERAL NOTES KEY: �^ M 00 ABBREVIATIONS: 2- INDICATES NUMBER OF DOORS. w z 2- INDICATES NUMBER OF WINDOWS. pppy6.�Y",_�➢n. MT - METAL THRESHOLD FR - FRENCH DOORS SL - SIDE LIGHT goo 4�1 o •®� FG - FIXED GLASS z Oa s TR -TRANSOM ®'®00906899' GB -GLASS BLOCK PKT - POCKET DOOR O .i• O E OBS - OBSCURED GLASS U- c�0 p� N N TEMP -TEMPERED GLASS Q 'C: I m O E N O O SH - SINGLE HUNG 0 E 00 Q f]. LL DH - DOUBLE HUNG w w z _0g HR - HORIZONTAL ROLLER 0 Lu BP -BYPASS � � o r i BF - BIFOLD TYP. - TYPICAL fo (A o i V SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, .J AND TRANSOMS ARE NOTED ON PLANS. NOTES: r N C M�ru r Ln 00 1, CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB W M � SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TOBE FR i i CALCULATED DIMENSIONS ONLY. ANY DISCREPANC S i p N � OR ERRORS TO BE REPORTED PROMPTLY TO �,, o V) M a �- .� ON SUPERVISOR FOR CLARIFICATION. � O U) fu LL o C N d- O L C O u 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED 21 o O < w Ln 0 a BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER i 7 CODE M307.2 & M1309.3. ISSUE DATE 09/05/2017 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. i 6. VENT DRYER THRU EXTERIOR WALL U.N.O. PROJECT: 17-0249 SCALE: AS NOTED 7. PROVIDE COLD WATER LINE FOR ICEMAKER LINE @ DESIGNED BY: MJS r..r.r� FLOOR PLAN REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9, PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SEPC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3" U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7" U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. .• ALL INT, SECOND FLOOR CEILINGS AT 9'-0" U.N.O. 15, C.M.U. WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. u s 16. FRAME WALL SEGMENTS WHICH HAVE AN ° UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL ° BE CONSIDERED SHEAR WALL SWS = SHEAR WALL SEGMENTS. E] , 17, OPENING BETWEEN GARAGE AND RESIDENCE SHALL o ° BE EQUIPPED w/ A 20 MIN. FIRE RATED SELF CLOSING uj o SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT m o LESS THAN 13/8" THICKNESS AS PER FBC-R302.5.1. z 18. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) ¢ o 19. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. o Q 20. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING ¢ DEVICES INSTALLED. w $ 0 DOOR NOTE KEY: F4 DOOR SIZE CALLOUT: uj a 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD F 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD a 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD w L, 28 = 2'-8" 30 = T-0" z * ALL INT, DOORS TO BE 6'-8" TALL U.N.O. OR PER ¢ = BUILDER/CLIENT a WINDOW NOTE KEY: za WINDOW SIZE CALLOUT: 2040 = 2'-0" x 4'-0" < 2050 = 2'-0" x 5'-0" z 2060 = 2'-0" x 6'-0" �n c * ALL WINDOW CALLOUTS ARE MEASURED IN FEET & 95 INCHES AS PER THE EXAMPLE TABLE ABOVE. c * ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE PORTIONEST ABOVE FINISHED WINDOW CLEAROPENING A MIN OF OWSHED F FLOOR BEING SERVER PER (FBC-R312.2). WC� L �h mp�p W� Lel - �i Li o� r: chi Y: 03. 1 �^ M 00 Cu w z EL pppy6.�Y",_�➢n. goo 4�1 o •®� W OD Q z Oa s ®'®00906899' O .i• O E M O U U- c�0 p� N N C r, O (D Q 'C: I m O E N O O O O ~ Co 0 E 00 Q f]. LL w w z _0g w o. E 0 Lu oz Cn 65 � � o r i N fo (A o i V i1 J N E M .J ' L 10 r N C M�ru r Ln 00 W M � i i i p N � N ' o �,, o V) M a �- .� ON CL 0 U N Ln H C M � O U) fu LL o C N d- O L C O u CL> - � © C C 21 o O < w Ln 0 a i 7 C ISSUE DATE 09/05/2017 i REVISIONS i 7 PROJECT: 17-0249 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS r..r.r� FLOOR PLAN 03. 1 9'-0" BRG. HT @ SECOND FLOOR 71-811 HDR. HT. @SECOND FLOOR 'y 1x6 SMOOTH FINISH BAND (TYP.) 1x4 SMOOTH FINISH BAND 0 (TYP.) 7/8" TEXTURED CEMENTITIOUS ;t z FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8" BRG. HT. 4N im c @ ENTRY w 10'-8 3/4" FIN. FLR. HT. pr o @ SECOND FLOOR 9'-4" BRG. HT. J4 IV 8'-0" HDR. HT. j4 IV 1x6 SMOOTH FINISH BAND (TYP,) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR, 9'-0" BRG. HT. J4 @SECOND FLOOR 'y T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. J4_ ly 12 61 FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. 12 1'%- 16 701010101010100-11 1 -110 10 1 FM— I 1M— I F0— I IN I MONIM-10-00-110101 LOWER PORTION VENTILATION TOTAL: 4.662 SF.v— :M 00 TO BE PROVIDED w/ SOFFITS 0 EAVE: = . m 0 Front Elevation "A" SCALE 1/8" = l-'-O'p (11x17) 1/4" = TV (22x34) 61 > 12 <00� 12 16 ALL HORIZONTAL & VERTICAL CONTROL JOINTS PER ASTM 1063 Rear. Elevation "A" SCALE 118" = TOP (11x17) 1/4" — 1'-01" (22x34) 91-011 BRG. HT. @SECOND FLOOR OL T-8" HDR. HT. T @SECOND FLOOR OL 10'-8 3/4" FIN. FLR. HT. \-F @ SECOND FLOOR OL 9'-4" BRG. HT. OL 81-011 HDR. HT. "' 14 SMOOTH FINISH BAND (TYP,) DEC. LIGHTING (TYP.) OL 01-01' FIN. FLR. T 91-011 BRG. HT. @SECOND FLOOR OL 71-811 HDR. HT. @SECOND FLOOR 0'-8 3/4" FIN. FLR. HT. rT SECOND FLOOR oL 9'-4" BRG. HT. T oL 8.-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) oL 0'-0" FIN, FLR. ATTIC VENT CALC'S: PER FBC2014 5TH EDITION R806. MIN. 40% - MAX 50 F REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). MINIMUM NET VENTILATION AREA SHALL BE �-0 OF VENTED SPACE. TOTAL VENTED SPACE: 2,331 = 7.77 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 3.108 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 4VENTS @.695 /PER VENT TILE: O'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). uj m D. ce) LOWER PORTION VENTILATION TOTAL: 4.662 SF.v— :M 00 TO BE PROVIDED w/ SOFFITS 0 EAVE: = . m 0 80.061F. @ 0.074 SF. VENTING/LF. a z co CL uj 0 UPPER ROOF PERCENTAGE: 40% U -i c: LOWER ROOF PERCENTAGE: LL C/) cn Cp 0) 0) NCD r- c,0 S% el > < cL Roof Lavout SCALE 1/8" = TV (11X17) 1/4" =1'-0" (2204) ISSUE DATE 1 09/05/2017 REVISIONS PROJECT: 17-0249 >- SCALE: AS NOTED DRAWN BY: JIVIL & JFT DESIGNED BY: MJS csa ELEVATIONS "A" 04.A co 0 C:) C-4 E co 0 LL C C/) cn Cp 0) 0) NCD r- c,0 -a > < cL 1 m 0 E m U) 04 (0 0 C .q? C C 6 I' --b CD E 0 E l -S- I I LO cu < u— c U) z 0 E Lu z V) 0 4� tn -1 0 F0 Lu O a) mLLJI n 8 z w -j N CU � m E u- Lu 4- '2 zO < Lu caW 00 Ln 40-- X h V1 uj VF=� z z z uj ( A -75 uj 0 =) 00 0C) <z to C) Q cL cr0 V) z a � a- 00 r,4 Lj Z < N m Ln z F0- w if ci v- In fa z 2-5 0o .0 LI)> 0 95 � > :5 (=) p 0 CL < 0 Lu a F-4 WLn 0 r- M ISSUE DATE 1 09/05/2017 REVISIONS PROJECT: 17-0249 >- SCALE: AS NOTED DRAWN BY: JIVIL & JFT DESIGNED BY: MJS csa ELEVATIONS "A" 04.A "05_. A Ld c+� C= -�d oo °p cwt „c 0 z w mg Lx- % %%%jilillijill.,®�®®s �, q- •• y$. rrrBlllll®® C) �-- d- o M O U L C CO t� (U Ct~O�� CA N �04 � coN p tU Ctic) dam - O E d, Lo cu OfJ<�u- Lu v z v a a z w E 0 t� u a ivfua O ,0 N � M M N — r a E u - O i C. 4- -2 � M o M Ln J O O N � v 41 O Cr O (n M i N LANA a 4- H C M O �O O N �- O O C C 'O C N C L Q w Ln Gl., i i i i ISSUE DATE 09/05/2017 REVISIONS i PROJECT: 17-0249 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" "05_. A NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2014, 5TH EDITION SECTION R311.7. 2. MAX HT. OF RISER TO BE 7 3/4", 3. MIN. WIDTH OF TREAD TO BE 911 (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW END. 9. 34-38" HANDRAIL HT. 10. HEADROOM CLEARANCE MIN 6'-811 . �— 2x4 P.T. IN BETWEEN STRINGERS - ATTACH TO SLAB w/ 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. TYP, STAIR CONNECT. SCALE: 3/4" = T-0" (11x17) 11/2" = TV (22"00 10" 1x8 SKIRT BD. 2x12 TREADS CUT TO FIT 1/2" PL� D. BLOCKING 2 x12 STRINGERS DATA: TOTAL RISE: 10.8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) s2 AD ISI SEI DETAIL- O�SCALE: �T�� 3/4" = 1'-0" (11x17) 11/2" = T-0" (2204) 3/4" PLYWD. SUB -FLOOR-- 2x JOISTS 16" O.C. MAX 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD HUS26 JOISTS TO LEDGER —2x'S @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY - TO BE PLACED DIRECTLY UNDER LEDGER 54 �AN DIC CONECT.I DETAIL 06 SCALE: 3/4" = 1'-0" (11x17) 11/2" = 1'-0" (2204) PLATFORM FRAMING PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) 12 6� 9'-0" BRG. HT. \ PRE-ENGINEERED ROOF TRUSSES \ @SECOND FLOOR (SEE TRUSS LAYOUT) 7'-8 HDR. HT. @ SECOND FLOOR S3 06 HANDRAIL R311.7.8 5TH EDITION - FBCR (2014) 34"-38" ABV. TREAD NOSING ON OPPOSITE WALL. S5 10'-8 3/4" FIN. FLR. HT. 06 @ SECOND FLOOR 9'-4" BRG. HT. $'-0" HDR. HT. � 0 1H H S3 06 1 x8 CAP _ CASING. 2x4 @ 24" O.C. 0'-0" FIN. FLR. _ _ - 67 SHEETROCK BOTTOM PLATE 31-610 LANDING Stair HALF WALL DETAIL SCALE: 3/4" = TV (11x17) 11/2" = TV (2204) 3/4" PLYWD. 7 (3) 2 x 12'S STRINGERS EQUALLY , SPACED 01/2" GYPSUM BOARDS S1 APPLIED TO ALL 06 UNDER STAIR SURFACE AND SIDES 91-1'11 11T @ 10" Section SCALE: 3/8" = T-0" (11x17) 3/4" = f-0" (2204) PRE-ENGINEERED FLOOR TRUSSES 24" O.C. H7 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. - CONNECT., CO F .R. TRUSS,�I�- 06 SCALE, 3/4" = TV (11x17) 11/2" = T-0" (2204) STRINGER TO FLOOR TRUSS R Stair Details SCALE: 3/4" = TV (11x17) 11/2" = TV (2204) IL6 a M M R Stair Details SCALE: 3/4" = TV (11x17) 11/2" = TV (2204) IL6 a i First Floor Electrical SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) OPTIONAL OVERHEAD SERI SAME AS UNDERGROUND 1p 150 AMP-\ SERVICE METER 4/0 SCR AL. NEMA 3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. ---► #14 COPPER TO LIGHTS AND OUTLETS ----}- #10 COPPER TO WATER HEATER GENERAL NOTES KEY: 1. OWNER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. 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 TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 3. ALL OUTLETS IN THE KITCHEN OR SERVICE BY (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. POWER CO. 4, ALL OUTLETS OVER COUNTERTOPS TO Dr - 42" E42" A.F.F. (U.N.O.). #2 -GROUND TO (2) 5/8" RODS (6" APART) ALSO 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6.8'H. VANITY LIGHTS IN MASTER BATHROOM. ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER BATHROOMS. RISER 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE 150 AMP E AFL. PROTECTED. NOTES: THIS DIAGRAMATIC 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. ELECTRICAL KEY: 1 CEILING MOUNTED LIGHT -( l- PULL CHAIN LIGHT ® RECESSED LIGHT 1-0 WALL MOUNTED LIGHT ® WALL WASH RECESSED DUPLEX RECEPTACLE a 220 V RECEPTACLE = 1/2 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE z o ELECTRICAL METER a w FLOOR RECEPTACLE F- 0 S.D. SMOKE DETECTOR z a w (!� C.M.S.D. CARBON MONOXIDE DETECTOR/ PRE -WIRE FOR CLG. FAN SMOKE DETECTOR COMBO � v �GFI GROUND FAULT INTERRUPT 3 o 0E Qt.604 WALL SCONCE z WALL SWITCH 0 U N ..._, 3 -WAY SWITCH 0 E�%� Lo Cc X 00 Q 4. u- o DIMMER SWITCH c SPOT LIGHT o z z 0 H TELEPHONE JACK 0 a a " V) o H CABLEJACK (� GARBAGE DISPOSAL MOTOR Lu a ui tn PRE -WIRE GARAGE DOOR OPENER ® SPEAKER � a a FLUORESCENT LIGHT C N 0 N _ " ELECTRICAL PANEL C-0 V.P. VAPOR PROOF 9� ® CHIME I� a po DOOR BELUGARAGE DOOR SWITCH E A.F. ARC FAULT PROTECTION 1Q L= DISCONNECT SWITCH z ELECTRICAL METER a w F- 0 S.D. SMOKE DETECTOR z M � (!� C.M.S.D. CARBON MONOXIDE DETECTOR/ U SMOKE DETECTOR COMBO � co �C6���N CEILING FAN 3 0E Qt.604 WALL SCONCE z O 0 U N ..._, C) Q O CHANDELIER b 0 E�%� Lo Cc X 00 Q 4. u- � nw c SPOT LIGHT Lo z z 0 FLUSH MOUNT FLUORESCENT LIGHT m E a " cn w v, FAN/LIGHT COMBINATION (� GARBAGE DISPOSAL MOTOR Lu a 00 tf) tn ® SPEAKER � a a Q JUNCTION BOX C 0 L.V. LOW VOLTAGE 0 N _ C-0 V.P. VAPOR PROOF 9� CL A.F. ARC FAULT PROTECTION 1Q 11L'mw07 O I-- 0 M � U LL � co �C6���N �c C.0a 0E Qt.604 cacco 04to N ^ O N ..._, 0 E�%� Lo Cc X 00 Q 4. u- � nw n -� z z 0 g m E a " 0 v, Lu 00 tf) w J C C cu 5f N N a a O J z J c 0 E N M (n L NE s u - O M f m " � G M cn � C O J z e o i O L 6 Ln M c fY 0o0N N rnO Ln D � � O LI_ C � O cn a. '> L- p C C 0 ¢ w Ln O a - z z n r ISSUE DATE 09/19/2017 r REVISIONS g PROJECT: 17-0249 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 11L'mw07 OPTIONAL OVERHEAD SERVER GENE RAL NOTES KEY: SAME AS UNDERGROUND 150 AMP 1. OWNER TO VERIFY EXACT LOCATION OF SERVICE 4/0 SCR AL. FLOOR OUTLETS IN FIELD. AMP NEMA 3 METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 2. LOCATION OF FIXTURES AND / OR OUTLETS DISC. A/C DISC. ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. #14 COPPER TO LIGHTS AND OUTLETS ADDITIONS OR ADJUSTMENTS MAY BE MADE #10 COPPER TO WATER HEATER BETWEEN THE OWNER AND BUILDER IN THE TYP. #8 COPPER TO RANGE FIELD. ELECTRICAL #8 TO A/C I- _ - - - - - PANEL 3. ALL OUTLETS IN THE KITCHEN OR AF UNDERGROUND SERVICE BY (20 CIRCUITS) BATHROOMS TO BE GFI PROTECTED. POWER CO. I CIF 4. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.O.). #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO I 5. ALL SMOKE DETECTORS ARE TO BE HARD SERVICE TO BE BONDED TO FOOTING STEEL WIRED AND INTERCONNECTED. NOTE: 6.8'H, VANITY LIGHTS IN MASTER BATHROOM. PRE -WIRE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA CLG. FAN/LITE BUILDING CODE. (2014) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 7.7'H. VANITY LIGHTS IN ALL OTHER 1 BATHROOMS. / A / 8. ALL OUTLETS NOTED IN BEDROOMS MUST BE 1,1 150 AMP ELECTRICAL RISER AFI. PROTECTED. A I NOTES: F THIS DIAGRAMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS GFI ONLY. V.P. 0IT IS THE ELECTRICAL CONTRACTORS F RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL _ EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) 0 . — — — — AND PROVIDE AND INSTALL COMPLETE p Imo- E S.D 0 \ — I ELECTRICAL SERVICE AS REQUIRED. M U I �JLL � ELECTRICAL KEY: C�C9- V.P. _ _ _ — _ _ T _ _ _ — _ CEILING MOUNTED LIGHT N � O ° 42" NCD ,^ _C GFI PULL CHAIN LIGHT N C I'-- •N, Q C.M.S.D. A PC O E 710 ® RECESSED LIGHT CuLO X WALL MOUNTED LIGHT F-0 rnW ® WALL WASH RECESSED z DUPLEX RECEPTACLE F E a A b w BELOW 220 V RECEPTACLE E z o 0 AN Q S.D. 1/2 HOT, 1/2 SWITCHED U o C.M.S.D. o w Q S.D. �p WATER PROOF RECEPTACLE o w . ed F FLOOR RECEPTACLE V o� AF I � F I I — — — — — — T PRE -WIRE FOR CLG. FAN o PRE -WIRE I F w o CLG. FAN/LITE I GFI GROUND FAULT INTERRUPT Q E O. fu o I I _ — - — — z V) N GSL � WALL SWITCH N aW a1 E M X \. F \ I I 3 -WAY SWITCH 12 / \ A N ; E u- C.M.S.D. I S.D. �o DIMMER SWITCH n L O (n O TELEPHONE JACK < M fu oo Ln cfo AF \ Cn ca Q X rn CABLE JACK g w 46 1IV� J A ® PRE -WIRE GARAGE DOOR OPENER iz PRE -WIRE a z n CLG. FAN/LITE IQ k= ( FLUORESCENT LIGHT o �I °� h Z U) GFI © ELECTRICAL PANEL w �- ® CHIME a L_1 V.P. F DOOR BELUGARAGE DOOR SWITCH w m 4 o DISCONNECT SWITCH z 0 -o U N Ln ELECTRICAL METER ,nil z H C M .•. O N co o U S.D. SMOKE DETECTOR N o 0 o Q C.M.S.D. CARBON MONOXIDE DETECTOR / j p C C SMOKE DETECTOR COMBOa w o C C o � uj Ln 0 a m CEILING FAN I r o w IrrN WALL SCONCE m w oQ i CHANDELIER r 6 Nz ry -__--� w SPOT LIGHT m Li FLUSH MOUNT FLUORESCENT LIGHT = ISSUE DATE 09/19/2017 ui � REVISIONSSecondFloor Electrical Plan FAN/LIGHT COMBINATION r w� (opt. A .p• ('� GARBAGE DISPOSAL MOTOR a PROJECT: 17-0249 M D) Ln Y >- SCALE: AS NOTED SCALE. 1/8" = T-0" 01x17) 1/4" = T -O" (2204) ® SPEAKER Z DRAWN BY: JML & JFT Q JUNCTION BOXDESIGNED BY: MJS cv 0 L.V. LOW VOLTAGE I-_ is ELECTRICAL LAYOUT V.P. VAPOR PROOF 0 A.ARC FAULT PROTECTION o 08.1 F. 0 I I ' II III O; --- CONCRETE BLOCK �r z HEADER OR STEEL f g LINTEL s PC EXP. STRIP PCANCHOR ®au, °® v ' STRIP GLS. BLK. PER PLAN o� 0 ' PC PANEL M U }N ..Ito u' 0 RE INFOR. p" SEALANT c ti CD E :S PC ANCHOR cn w z STRIP - - - 0 w 1/4" EXP. BOLT U (2) PER ,ANCHOR z MORTAR i ,ASPHALT a � r rs�. N ,-� fo ° N .1 All EMULSION 5 �✓' r j 0 E"cM L �I N �*(o L J 4U -0 E _ CONC, BLOCK sV— Ln o 0foco WALL J M ul V C OEXTERIOR FINISH i FANEL_ ANCHOR CON5TfRUCTION OPC PANEL REINFORCING (TOP) - _ Q N o C) USED IN PANELS OVER 25"S.F. IN ,AREA,I5 EMBEDDED HORIZONTALLY i cr V) O M Vck _ _ . 0C 0000 N V N ul rE 6 r IN THE MORTAR JOINTS IBETWEEN EVERY OTHER COURSE. PANEL a) � o `Q j .a N C N m Q c .o .0 Q w Ln O a n REINFORCING 15 FORMED OF TWO PARALLEL WIRES, EITHER 15/$" O.G. z • (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE l.U/ a ISSUE DATE 09/05/201 "PREMIERE" SERIES CELS. BLK.), UJ/ BUTT WELDED CRO85WIRES SAT o REVISIONS REGULAR INTERVALS. 4' ,AND 10' LENGTHS AVAILABLE. < PROJECT: 17-0249 z SCALE: AS NOTE Z DRAWN BY: JML & JF — PC PANEL ANCHORS (MIDDLE): DESIGNED BY: MJS DETAILS ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED- HEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ,ARE AVAIL. IN 13/4" WIDTHS X 24 LENGTHS. PC EXPANSION STRIPS (BOTTOM): �3 MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND 4" 4» THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND 4 CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, ' PC EXPANSION STRIPS ARE AVAILABLE 3/8" THICK X 4" WIDE X 241 INSTALLATION NOTES: LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS ARE EASILY CUT TO 3" WIDTH, FOR 31/g" "PREMIERE"SERIES BLK., PLUMB AND SQUARE. KEEP HEAD ANS SILL LEVEL AND SQUARE. ,AND TO 21/4." WIDTH, FOR 31/6" "THINLINE" SERIES BLOCK. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE RUNGS) TO AVOID "BOWED OUT" INSTALLATION. CDX PLYWOOD 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE 6 j /� GLASS BLOCK DETAILS OR O.B.S. OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO SCALE: N.T.S. 15# FELT i OPENING. 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' —] ` SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. PRE -FAB CAP r WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE OVER CHIMNEY LATH AND REMOVED. STUCCO 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY HCDPL/R TYP. > OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A 7/8" STUCCO OVER PAPER "J" METAL � MINIMUM OF 1". KEEP WINDOW LOCKED UNITL ALL SIDES ARE 1/2" PLYWOOD EXT'R, SHEATHING BACK WIRE MESH U.N.O. FLASHING SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING 4x5 USED. WOOD BASED EXTERIOR BASE FLASHING 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. SHEATHING -OSB SHINGLES 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSUALTION. DO NOT USE EXPANDABLE FOAM. 15# FELT DRAINAGE PLANE �` 15# FELT ; THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. �' � 2x4 BLOCKING 2x4 BLOCKING 1/16" 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, r 7/8 NOMINAL STUCCO ' O..D.X. I 7/16 O.S.B. MIN. ALLOW 1/4" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THICKNESS _____„` j TRUSS @ 24" O.C. 2.5:12 PITCH) THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR ' T`-\ PAPERBACKLATH ROSS @ 24" O.C. 2x's @ 24" O.C. PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR \ W/ HUGHES MP35 ATTACHED TO FINISHING MATERIAL WHICH SURROUNDS WINDOW). PEEL AND STICK TAPE SHEATHING WHEN �— SHINGLES FLASHING SEQUENCING: DRAINAGE PLANE OVERLAP CONS ROL BEAD \ f GREATER THAN 24" x 24". 15# FELT 1. APPLY BOTTOM PIECE OF SELF—ADHESIVE TYPE FLASHING FLASHING AND MEMBRANE STRJP OVER WOOD FRAME / MASONRY CONNECTIgN. FIRE BLOCKING 2x4 BLOCKING 6" MIN. LAP ROOF SHEATHING I OVER ALL OF ROUGH OPENING.METAL I FIRE BLOC KI NG ON METAL 2. SET WINDOW UNIT. AROUND FLUE LINER .11 3. APPLY 2ND BOTTOM PIECE OF SELF—ADHESIVE TYPE I I 2x4 #2 SPF OR #3 z FLASHING OVER NAILING FIN AND BLDG PAPER. METAL OR PLASTIC a SYP STUDS @16" O.C. 4. APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. EXPANSION JOINT I IZ 5. APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. a NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. \ \ 112"NOMINALCEMENTITIOUSFINISH 6 0 D SEE SPECIFICATIONS FOR MATERIAL TO BE USED. _ MANTLE i r,All \ a IMPORTANT- MEMBRANE STRIP COVERING WOOD FRANCE INTERSECTION UNDER EXPANSION JOIN EQUALS J IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO TO AHECMXL-9"WIDE. TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND EXTEND "BELOWCTO EXTEND 2" BELOW THE CMU PRE -FAB FIRE BOX BUILDING CODES. DAMPER , DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS 18" NON-COMBUSTABLE WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE MATERIAL FOR HEARTH i SYSTEM. WINDOWS WILL NOT BE UNDER WARRANTY IF EXPOSED TO MURIATIC ACID. T FOUNDATION 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. VALLEY RAFTER SCALE: 3" V-0" 2 WINDOW FLASHING DETAILS U CO BOND BREAK/FLASHING DETAIL PRE -FAB FIREBOX FLASHING DETAIL 20 STCSCALE: N.T.S. SCALE: N.T.S. O; Jv0 �r z f g s ®au, °® v o� 0 O ti O M U }N ..Ito u' 0 CO U) vi I. - p" cU)mCD o (D ^ .c c ti CD E :S Ln cu x = .c cu 00 Q a. u_ cn w z o 0 w oz j W U z a � rs�. N ,-� fo ° N 5 �✓' r j 0 E"cM L �I N �*(o L J 4U -0 E _ sV— Ln o 0foco J M ul V C Q J i n r _ Q N o C) i cr V) O M Vck _ _ . 0C 0000 N V N ul rE 6 r a) � o `Q j .a N C N m Q c .o .0 Q w Ln O a n z • a ISSUE DATE 09/05/201 o REVISIONS < PROJECT: 17-0249 z SCALE: AS NOTE Z DRAWN BY: JML & JF — DESIGNED BY: MJS DETAILS GENERAL NOTES COLUMNS BEAMS STUD WIND SPEED (ULTIMATE) 140 mph E = 1,700,000 Wing U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. FOUNDATIONS RISK CATEGORY 11 BUILDING TYPE V B Fb = 2650 Fb = 3000 Fb = 2200 SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF Ft = 1650 Ft = 1700 Ft = 1500 MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM EFFECTIVE BEARING CAPACITY 2000 PSF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 TERMITE TREATMENT Fc i = 450 Fc 1= 900 Fc i = 450 D Fv = 285 Fv = 285 Fv = 150 THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT CONDITION U.N.O. (BORACARESTABLISHED CEILING CONSTRUCTION BY HE FLORIDA DEPARTMENT O AGRICUL UR AND O CONSUMER SERVICES. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. (+) 21.2 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN CAST IN PLACE CONCRETELIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO FRAMING PLANS / DETAILS ALONG W/ CONNECTOR& COMPONENT MANUFACTURERS' ASTM A-615 GRADE 60 SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN UNDER STAIR PROTECTION THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, (12.7MM) GYPSUM BOARD. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, AT EACH END SHALL BE PROVIDED, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. CENTER TO UPPER 1/3 OF THE SLAB. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A BOLTS AND THREADED RODS MINIMUM G50 ZINC COATING 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE PRESERVATIVE WOOD TREATER. OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF PRESSURE TREATED WOOD. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PREFABRICA"T"ED WOOD "TRUSSES ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR MASONRY WALL CONSTRUCTION SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL PSI (fm = 1900 PSI) FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE AND STRUCTURAL PLANS FOR MORE INFO. SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE FILLED WITH COARSE GROUT AND GRADE 60 STEEL, REINFORCEMENT SHALL BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TRUSS ENGINEER OF RECORD 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE LATEST EDITION OF ANSI TPI 1. FOOTING & LINTEL STEEL IS ADEQUATE@ TOP & BOTTOM OF WALL; REBAR 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS POSITIONERS IN MIDDLE OF WALL MANUFACTURER UNLESS NOTED ON PLANS 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED TRUSS DESIGN LOADS: ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. TOP CHORD: Lr = 16 PSF 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" DL = 7 PSF (SHINGLE TYPE ROOF COVER) 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO DL = 14 PSF (TRUSS OVERBUILD) CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. BOTTOM CHORD: DL = 5 PSF 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING MINIMUM FLOOR DESIGN LIVE LOADS: CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR A) FLOORS = 40 PSF B) BALCONIES= 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO C) DECKS = 40 PSF D) STAIRS = 40 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ MINIMUM FLOOR DESIGN DEAD LOADS: EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE A) FLOORS = 15 PSF B)BALCONIES = 15 PSF CONSOLIDATION. GENERAL LOADING: WOOD CONSTRUCTION ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) GUARDRAILS IN -FILL COMPONENTS = 50 PSF 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), -ADDIT'L BRACING &BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DWGS SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. N0.2 GRADE SHALL BE USED -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING LUMBER IS NOT PERMITTED TO USED IN ANY LOAD BEARING (GRAVITY OR WIND) -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE IF IF CONDITIONS. E.O.R. TO REVIEW INSTALLED. TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. EA. END. NOTE: PLYWOOD EDGES @HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 4. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL 12d TOENAILS EACH END. SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP DURABLE OR PRESERVATIVE -TREATED WOOD. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 5. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS BY OTHERS. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS HOLES OVER 1" 1N DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. HSS2 STUD SHOES, TSP U.N.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT 7. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TABLE WITHIN BCSI-B3). TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN,) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -13 REQUIRE HOT -DIPPED GALVANIZED OR INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN 8. ALL EXPOSED WOOD WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) IS TO BE PRESSURE TREATED. DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL WOODEN TOP PLATES. BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 10. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 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 E MAY SUB STRAPS/CONNECTORS w/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL I MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED, 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE I USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSL 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE Y16" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 • WIND PRESSURE & SUCTION EFFECTIVE Q Z O (PSF) WIND D • (+) VALUE DENOTES PRESSURE AREA (SQ FT) -J I- �/ Z - VALUE DENOTES SUCTION AREA O O 2 (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 < W (D 1 ' (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 9 (+) 19.0 (+) 19.0 50 (-) 20.8 ( J 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 W� H (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 ,a l 5 5 �%'' a STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS SHEET SC S1A S2A S3 S4A S5A S6 S7A SD1 SD2 SD3 S D4 SD5 SD6 ST1 INDEX OF DRAWINGS SHEET TITLE STRUCTURAL NOTES FOUNDATION PLAN DOWEL PLACEMENT PLAN FOUNDATION DETAILS LINTEL PLAN FIRST FLOOR FRAMING PLAN NOTES & CONNECTOR LEGEND ROOF FRAMING PLAN GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS GENERAL DETAILS 2 -STORY DETAILS 2 -STORY DETAILS GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1 3/1/2017 CREATED ELEV A, B, & C 2 4/24/2017 ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE BEDROOM #5 OPT AND LOT STANDARD, & QC CLEAN UP 3 1 8/30/2017 I ARCHITECTURAL UPDATES PER WP -8 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. IU > w O 0 v O U) z f" Li • 00 z Q Z O UJ J ,M n 0�ZF- D • T -J I- �/ Z �U z O W � 2 � O o � Q-j c� DP < W (D 1 ' ry �g1G w U zon- o 9 N Z E Q 0 CL 04 H O U'�Ow04 H LL U H Op m W W� H =W 0 W0 U Q � w W 0 v = U) z f" om 0 LUU r- z Q Z O UJ J ,M n 0�ZF- D I- W'^ VJ rn W W Z �QO� c z0 co, U) F- F- - ti c U)00 � O o � Q-j DP z ry �zl=-wtii o a Oa<`0zo wO D E Q 0 CL 04 z U'�Ow04 H LL INTIALS w W 0 v H f" DP z F- I- W'^ VJ DP � O o � nn DP W z W a 00 W P �- N O H W J Uj JLLf =ZW LU z W Oa W D F- V LU W rh 00 W p ��Z N CL 04 -� BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- STRUCT: MR QC CHECK: CC JOB No. PSQ-2171523 SCALE: AS INDICATED DATE: 09/05/17 q In w H U_ O U) 60 N oLr 2.6 J T U_ O H U) N F01 0 S3 bo F_ LO SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 0 LAPPED MIN: 6" AND SEALED. -- - 2. PROVIDE 4 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH O j PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL U_ (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR W EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. H F- ILL 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM O ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. O LAP SPLICES SHALL BE NO LESS THAN 30". fn 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Z O O Z RECESSING DOOR SILLS. _ p 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. ~ 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) (-- CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O (0 a THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � W (� USE ALTERNATE APPROVED METHOD. Q 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY F - COMMUNITY & COUNTY CODES. 'S 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Q- N INSTRUCTIONS. p 9. NO WOOD STAKES PERMITTED IN FOUNDATION. O \ �����������������®�®®d W c"') ❑ Z r �, o° ® /�/ ��,, L1 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q V°�"°®o®° °®®® ®°O°°% L 00 DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TOce)A/ U_ a°°°° R Z DETERMINE STEP LOCATIONS IF REQUIRED ; O ,.! _ 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS W It Z «` Q U AND LAP SPLICE, SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD a. `� � ''�, Q FOOTING STEP DOWN AND CORNER INFORMATION. _ >� �S.'°® ®•= W ❑ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE U. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 0®®�q�� �� PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z , 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 0 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U) FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE > O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0- © 01 6 M FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. U �lyr V Q SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W U ���� o COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS = r DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). _ OZ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS MM BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 F- W W a o O PSF. U) ❑ 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q W REQUIREDDETERMINE STEMWALL CH RTON 3©SEE OR REQUIRED RE NFORCEMENT AND Li- 0(D U FOOTING SIZES PENDING DEPTH OF STEMWALL Z N • Z� O O� FOOTING SCHEDULE d (5C) Q 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. j LU O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W t BARS & 3" MIN. COVER TO EDGE OF CONC. H u� 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. "" "" F- ❑ 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN UJ 24 SIDE @3 O.C. &MIN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" O U SIDE 6" O.C. U Z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z -- O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. a BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O m 0 r 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U U © T BARS & 3" MIN, COVER TO EDGE OF CONC. < Z W _1 N 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. ? uj Z H M ^ E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ❑ < 06 H Z (0LL a. BARS & 3" MIN. COVER TO EDGE OF CONC. W "j o Q O � - c 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. p Z U ❑ 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. d 1-- N F- ? -� c O BARS & 3" MIN. COVER TO EDGE OF CONC. - '-'IED X Z a a 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z z � ❑ = 2 10 - O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 O Z Q= W F- Z 0 BARS & 3" MIN. COVER TO EDGE OF CONC. a0 �✓ O < L Z O O42"x42"x12" dp w/ #5's EQUALLY SPACED EA. J 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. F. O N BARS & 3 MIN. COVER TO EDGE OF CONC, Z 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. Z O U N Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. LU J L� BARS & 3" MIN. COVER TO EDGE OF CONC. F- F- z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. ❑ F- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W..� 48 x48 x16 dp w/ #5's EQUALLY SPACED EA. = W O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. F- _ L BARS & 3" MIN. COVER TO EDGE OF CONC. (n 48"x48"44" dp w/ #5's EQUALLY SPACED EA. O 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 52"42"x12" dp w/ #5's EQUALLY SPACED EA. Z 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p BARS & 3" MIN. COVER TO EDGE OF CONC. W Q 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ❑ Z 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W 0 00 00 BARS & 3" MIN. COVER TO EDGE OF CONC. 0 54"x54"x24" dp w/#5's EQUALLY SPACED EA. > -j WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U N W W BARS & 3" MIN. COVER TO EDGE OF CONC. W 60"x60"x16" dp w/#5's EQUALLY SPACED EA. F- SO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W 0( 1) BARS & 3" MIN. COVER TO EDGE OF CONC. W 66"x66"x16"" dp w/#5's EQUALLY SPACED EA. F_ W 0 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z Q W d BARS & 3" MIN. COVER TO EDGE OF CONC. p F- C) F 1 V 0 W Q W U) _ F- 14'-0" 16'-0" BLDG DESIGN: -- STRUCTURAL ENG: 15'-4" 2.6 DRAFTING: A/C PAD FO1 53 --- -STRUCT: MR QC CHECK: CC JOB No. PSQ-2171523 SCALE: AS INDICATED ■ PLAN DATE: 49/45/17 F.U.. >_ 0 2.6 2.6 U) I■I F01 U v S3 o a r F01 ■ I 4 --� ■ 2 I S391-811 N 61-411 ■ N - — — � 4" THICK CONC. SLAB W/ I FIBERMESH. OVER 6 MIL VAPOR BARRIER OVER I o 0o\\ o COMPACTED FILL. O 0 I r LO r 0'-0" FIN. FLR. ( ■ (b O II 5'-4 1/2" T-1 1/2" (2 -STORY FTG) 5'-6" 12'-0" ■ F06 I 2.3 S3 _ _ 3 77 L ■ U �I I I ILI IJ L 2 ■ I o I I Fob ( I I I ,, 10,_ 10 I I S3 I I UL_I �_j ■ I 4'-3 3/4" 3'-8 5/8" 3'-3 5/8" 7'-10" 10'-10" — J I F06 o F06 ■I S3 co S3 � I ■I 4 � r I■ I F06 ri I S3 ■ F 11 i,4 S3 N CO 2.6 F05 1 �- oo IL I i ill S3 II ■ iV — J o ■ ■ ■ F06 C� _ o S3 26 N ■ 00 � p PAVERS I I I■ 181-4" T-8" ■ ■ I 2 0 II o I.I I. 00 FO2 S3 III F13 IS3 I L,_. U &DO D D0 D '-0" 6'-4" 8." T-0"" 16".0" 3"_01" 8'-0" 22'-0" 30'-0"" J T U_ O H U) N F01 0 S3 bo F_ LO SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE 0 LAPPED MIN: 6" AND SEALED. -- - 2. PROVIDE 4 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH O j PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL U_ (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR W EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION. H F- ILL 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM O ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. O LAP SPLICES SHALL BE NO LESS THAN 30". fn 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Z O O Z RECESSING DOOR SILLS. _ p 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. ~ 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE _ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) (-- CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O (0 a THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR � W (� USE ALTERNATE APPROVED METHOD. Q 0 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY F - COMMUNITY & COUNTY CODES. 'S 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Q- N INSTRUCTIONS. p 9. NO WOOD STAKES PERMITTED IN FOUNDATION. O \ �����������������®�®®d W c"') ❑ Z r �, o° ® /�/ ��,, L1 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q V°�"°®o®° °®®® ®°O°°% L 00 DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TOce)A/ U_ a°°°° R Z DETERMINE STEP LOCATIONS IF REQUIRED ; O ,.! _ 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS W It Z «` Q U AND LAP SPLICE, SEE DTL MFO9 AND MF10 ON S3 FOR STANDARD a. `� � ''�, Q FOOTING STEP DOWN AND CORNER INFORMATION. _ >� �S.'°® ®•= W ❑ 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE U. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH 0®®�q�� �� PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION Z , 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 0 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS U) FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE > O PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL W • CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0- © 01 6 M FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. U �lyr V Q SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W U ���� o COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS = r DETERMINED BY ASTM - 1557 ( MODIFIED PROCTOR). _ OZ THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS MM BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 F- W W a o O PSF. U) ❑ 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO Q W REQUIREDDETERMINE STEMWALL CH RTON 3©SEE OR REQUIRED RE NFORCEMENT AND Li- 0(D U FOOTING SIZES PENDING DEPTH OF STEMWALL Z N • Z� O O� FOOTING SCHEDULE d (5C) Q 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. j LU O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W t BARS & 3" MIN. COVER TO EDGE OF CONC. H u� 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. "" "" F- ❑ 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN UJ 24 SIDE @3 O.C. &MIN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" O U SIDE 6" O.C. U Z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Z -- O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. a BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. O m 0 r 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U U © T BARS & 3" MIN, COVER TO EDGE OF CONC. < Z W _1 N 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. ? uj Z H M ^ E 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ❑ < 06 H Z (0LL a. BARS & 3" MIN. COVER TO EDGE OF CONC. W "j o Q O � - c 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. p Z U ❑ 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. d 1-- N F- ? -� c O BARS & 3" MIN. COVER TO EDGE OF CONC. - '-'IED X Z a a 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Z z � ❑ = 2 10 - O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 0 O Z Q= W F- Z 0 BARS & 3" MIN. COVER TO EDGE OF CONC. a0 �✓ O < L Z O O42"x42"x12" dp w/ #5's EQUALLY SPACED EA. J 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. F. O N BARS & 3 MIN. COVER TO EDGE OF CONC, Z 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. Z O U N Q WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. LU J L� BARS & 3" MIN. COVER TO EDGE OF CONC. F- F- z 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. ❑ F- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W..� 48 x48 x16 dp w/ #5's EQUALLY SPACED EA. = W O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. F- _ L BARS & 3" MIN. COVER TO EDGE OF CONC. (n 48"x48"44" dp w/ #5's EQUALLY SPACED EA. O 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. W 52"42"x12" dp w/ #5's EQUALLY SPACED EA. Z 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p BARS & 3" MIN. COVER TO EDGE OF CONC. W Q 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ❑ Z 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. W 0 00 00 BARS & 3" MIN. COVER TO EDGE OF CONC. 0 54"x54"x24" dp w/#5's EQUALLY SPACED EA. > -j WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. U N W W BARS & 3" MIN. COVER TO EDGE OF CONC. W 60"x60"x16" dp w/#5's EQUALLY SPACED EA. F- SO WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. W 0( 1) BARS & 3" MIN. COVER TO EDGE OF CONC. W 66"x66"x16"" dp w/#5's EQUALLY SPACED EA. F_ W 0 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z Q W d BARS & 3" MIN. COVER TO EDGE OF CONC. p F- C) F 1 V 0 W Q 1/411=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, LLC is strictly prohibited. W U) _ F- W (1)1 m Q O �C4Z C aa," N —�— BLDG DESIGN: -- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: CC JOB No. PSQ-2171523 SCALE: AS INDICATED FOUNDATION PLAN DATE: 49/45/17 1/411=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, LLC is strictly prohibited. 0 ti I R c c �I 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.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VER GRADE 60 #5 CONT. FT.G TO TIE BEAM. FILLED CI (1) #5 HORIZONTAL TIE AT TOP, BOTTOM AND AT 24"o.c. VERTICALLY BETWEEN COLUMN AND MAIN HOUSE CMU (1) CONT. #5 FROM TIE BEAM TO FOOTING (1) #5 HORIZONTAL TIE AT TOP, BOTTOM AND Q AT 24"o.c. VERTICALLY BETWEEN COLUMN AND MAIN HOUSE CMU a PLAN VIEW Fir w I- 0 0 O w W U_ O co z T. O U o O 0 IX P:Uj � a � U o O Q w a I— w w J a - LAP ell— CS 0 o•®oommm®� /�/®SPLICE, b m• •® 6MIN. Q d� ,,_ 6®®'��YOF 25" vi ., •�/ ..I Z r r �* o w4, Q F- ;; Vr '' � v ° Q �'C13 0 J a % 41' 5 d ' °gym W .� � �"^ u.i U �� �mm°mmmm�� * <g��®®� Z 13 ,� �® Q 0 z SECTION VIEW °coN w MDl 10 TYPICAL MASONRY COLUMN TIE IN IX Q ��a N 3/4" = 11-011 DOWEL PLACEMENT PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BLDG DESIGN: STRUCTURAL ENG: MCD I DRAFTING: -DESIGN: --- -STRUCT: MR 1 QC CHECK: CC IJOB No. PSQ-2171523 1 SCALE: AS INDICATED DATE: 09/05/17 1/411= 1 I -01f S2A F- r W z U 6 a O U)p QwLL O z N Oz Q UO H Op Luw LO Zw I— OU z z 25 �IX n _ r z O m � (D r. (nr-or. a .E U� Q z Z L W -I0T~ 0OwMr- E 1U'-�, W 06wz1_ I- z w U) cr a W O�wz`� n Jcnryz8 Z�I-i._Ww o Z= 0<Zo LL0 z 0Q I-- u. N J W O� U N Q W J = H- W z I-- H O � O I- 0 LU z N Q o p z cn 0 00 W IX H F- 11 W J W IX W _j LLI W cc W Z CO _j_ z W d 1 o IX � 4 Ye U) 0 N Z .._.. IZ 0. !V DOWEL PLACEMENT PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BLDG DESIGN: STRUCTURAL ENG: MCD I DRAFTING: -DESIGN: --- -STRUCT: MR 1 QC CHECK: CC IJOB No. PSQ-2171523 1 SCALE: AS INDICATED DATE: 09/05/17 1/411= 1 I -01f S2A 3/4"=1'-0" (1) #5 FROM FTG. TO — PLAN AND BEARING TIE BEAM SPLICE TO TIE BEAM SPLICE TO a 0. BE MIN. 30" GROUT BE MIN. 30" GROUT now FOUNDATION PLAN CELL SOLID (2) #5 BARS @TOP MASONRY WALL err WHEN MONO DEPTH SEE PLAN MASONRY WALL --- err, EXCEEDS 26". IF qj1 Y° SEE PLAN DEPTH IS LESS THAN � .• A° CONCRETE SLAB PER r 26", THESE BARS ARE 4 ' 4 i — FOUNDATION PLAN a NOT REQUIRED r� I ._.—. '� #3 STIRRUPS @ a. r III_ 48" O.C. WHEN .,4. ° _ (2) #5 BARS CONT, w/ 3" 91-1111I— I III=11 I I � 1=1 1 I I 11( 111-1 ' MONO DEPTH LlJ A d" .. ` 00 2 -STORY COND, (3) #5 8" 8" 8" EXCEEDS 26", IF -I I aq o' GRADE _ - s y� FILL @ 95% STANDARD W W W d DEPTH IS LESS z A 4$" O.C. WHEN °0 I 4 a ,A .:r�a= W �,� IMt�.�� THAN 26" o MONO DEPTH - - — �r .=III o 00 _ oo THESE BARS EXCEEDS 26", IF i -- — (--I pa°. o r `' �_ - O ARE NOT REQ'D Co _I i — -• -- .. .. __ _ r, - ° ° U (2) #5 BARS @ TOP WHEN MONO (2) #5 BARS CONT. I3`' THAN 2611 W/ 3" COVER TYP. .� �. CUVER -- CLEAN COMPACTED > 0 FILL @ 95% STANDARD _ 8" 114" DENSITY U WHERE 2ND STORY OCCURS, FTG ARE NOT REQ'D ' I II SHALL BE 1'-8" WIDE w/(3) #5 BARS COVER TYP.; AT ,(6FO TYPICAL EXTERIOR FOOTING 3/4"=1'-0" FOOTING AT INTERIOR BEARING 3/411=11-O'1 (1) #5 FROM FTG. TO 2x BRG WALL PER ®®r®eam�lardd�o®� PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE CONC. SLAB PER BE MIN. 30" GROUT PAST DEEPEST STEP now FOUNDATION PLAN �r (2) #5 BARS @ TOP WHEN MONO DEPTH MASONRY WALL err EXCEEDS 26". IF SEE PLAN 2x P.T. SILL PLATE a—I qj1 Y° 3 26", THESE BARS ARE � .• A° 8 I I_I I I—I I I� 4 ' 4 i — z _III—III _I I ._.—. '� ` • a • .. .. e III—III III 1—I 11=1 III_ III — (2) #5 BARS CONT, w/ 3" 91-1111I— I III=11 I I � 1=1 1 I I 11( 111-1 ' COVER TYP.; AT LlJ 2 -STORY COND, (3) #5 8" 8" 8" BARS REQ'D & FTG TO QM 0 J CLEAN COMPACTED BE 2011 WIDE FILL @ 95% STANDARD W W W d DENSITY FOOTING AT INTERIOR BEARING 3/411=11-O'1 (1) #5 FROM FTG. TO ---� ®®r®eam�lardd�o®� a° A 4 d TIE BEAM SPLICE TO A 1 'r BE MIN. 30" GROUT PAST DEEPEST STEP now CELL SOLID �r (2) #5 BARS @ TOP WHEN MONO DEPTH MASONRY WALL err EXCEEDS 26". IF SEE PLAN ao DEPTH IS LESS THAN CONCRETE SLAB PER 3 26", THESE BARS ARE FOUNDATION PLAN 8 NOT REQUIRED CONCRETE SLAB PER z 4 Ad. BUILDER ,MkVARIES k O ®•� $ o oto = SEE PLAN ° r z FOUNDATION PLAN W LlJ 44 ° i �a ° 0 00 d a ° E d rr • QM 0 J #3 STIRRUPS @ _ - _ W W W d GRADE z -jU) 4$" O.C. WHEN °0 I 4 a ,A .:r�a= W �,� IMt�.�� 4,.� o MONO DEPTH - - — �r .=III o > oo b w ¢ EXCEEDS 26", IF i -- — (--I — A °. o q r A 4.. r I ••° �_ - O o 1411 cn O DEPTH IS LESS Co "III 811 16" ° ° U (2) #5 BARS @ TOP WHEN MONO THAN 2611 = 111=1 - .� �. - M '' > 0 THESE BARS _ ARE NOT REQUIRED U (2) #5 BARS CONT, w/ 3" ARE NOT REQ'D ' I II I COVER TYP.; AT CLEAN COMPACTED EXCEEDS 26", IF DEPTH IS 3� COVER 2 -STORY COND. (3) #5 FILL @ 95% STANDARD SHALL BE 1'-8" WIDE w/(3) #5 BARS FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. 811 11.411 110, DENSITY W/ 3" COVER TYP. FO DOUBLE STEP FOOTING WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE w/(3) #5 BARS A�FO TYPICAL GARAGE CURB FOOTING 0) U) W U W M SLOPE PER DOOR MANUFACTURER n EXTEND SLAB OUT 1 1/2" AT FRONT ENTRY DOOR & GARAGE ENTRY S THRESHOLD PER SWING DOOR MANUFACTURER CONC, SLAB PER W FOUNDATION PLAN WW M SLOPE A ' 4 PER DOOR MANUFACTURER " SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING ELASTOMERIC JOINT FILLER F1 1NI EXTERIOR DOOR POURED SILL 3/4"=1'-011 COPYRIGHT MCD 2015: The information contained in this dol 3/4"=1'-0" 3/4"=1'-0" ® FILLED CELL PER PLAN GARAGE TOP VIEW A CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY 411 _ BUILDER- CONCRETE OR PAVERS a• _ 011 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 8" 3" COVER TYP. 8" x 8" THICKENED 101 e 01— EDGE w/ (1) #5 CONT, F1 THICKENED EDGE @ GARAGE DOOR 3/411=1'-0" :ument is copyrighted and is the exclusive property of MONTA CONSULTING & DI w CONC. SLAB PER FOUNDATION PLAN z a w w d -8it—_ i 4 t 11= = ' CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER8"x8"THICKENED SLAB FOUNDATION PLAN w/ (1) #5 CONT. w/ 3" COVER TYP. p' I= GRADE d h l i -1 11=1 11= I I—I 11 I I II I—III III_.._ 1-1 I 1 1- 8" 1 1 1 18" —1 1 1 I I 1 I ' 1 I I-1 11— ri W O U M CLEAN COMPACTED FILL @ 95% STANDARD DENSITY IF BRG. WALL ABOVE - (1) #5 FROM FTG. TO TIE ®®r®eam�lardd�o®� a° A 4 d BEAM SPLICE TO BE MIN. 'r 30" GROUT CELL SOLID PAST DEEPEST STEP now OPT. MASONRY CURB REQ'D @ ELEV. 0'-0" w/ (1) #5 BE 20" WIDE¢ 4 CONT. BAR UJ II SLOPED GROUT TO r I DRAIN M 8 OPTIONAL CURB BY CONCRETE SLAB PER z 4 Ad. BUILDER O k O ®•� $ o oto CONE. SLAB PER = z FOUNDATION PLAN -II LlJ 0 "FOBEARING SLAB STEP DOWN d a ° E d rr • •A ° 4 d _ W W W d 4Z_00 ,.4 a �.� or.'. 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SLAB PER FOUNDATION PLAN z a w w d -8it—_ i 4 t 11= = ' CLEAN COMPACTED FILL @ 95% STANDARD DENSITY NON-BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER8"x8"THICKENED SLAB FOUNDATION PLAN w/ (1) #5 CONT. w/ 3" COVER TYP. p' I= GRADE d h l i -1 11=1 11= I I—I 11 I I II I—III III_.._ 1-1 I 1 1- 8" 1 1 1 18" —1 1 1 I I 1 I ' 1 I I-1 11— ri W O U M CLEAN COMPACTED FILL @ 95% STANDARD DENSITY IF BRG. WALL ABOVE - Q. W ®®r®eam�lardd�o®� a° A 4 d 1/2" J -BOLT W/ MIN. 6" 1 fn PAST DEEPEST STEP now N"- q ' REQ'D MIN 4" BE 20" WIDE¢ 4 •® •.®®, ���'r®N UJ C COVER TYP. M 1-1/2" COVER TYP. CONCRETE SLAB PER z 4 Ad. O k O ®•� $ o oto FOUNDATION PLAN = z a -II LlJ 0 "FOBEARING SLAB STEP DOWN d a ° E d rr • •A ° _ W W W d 4Z_00 ,.4 a �.� or.'. Q i cn -23 �,� IMt�.�� 4,.� c�co _ _ - a' I— o I ° ° 4 3"i _ - A °. o q ° O � _ I- COVER TYP. - I I I I 1—III—I - 811 16" -- O U (2) #5 BARS CONT, w/ 3" CO COVER TYP.; AT CLEAN COMPACTED 2 -STORY COND. 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(2) #5 BARS CONT. w/ 3"CLEAN COMPACTED COVER TYP ' AT 6' $ 811 FILL @ 95% STANDARD z O Cl~. U LU C Lo 2 -STORY COND. (3) #5 DENSITY Q. W ®®r®eam�lardd�o®� a° A 4 d d -A .4 aq 1 fn now N"- q ' BE 20" WIDE¢ 4 •® •.®®, ���'r®N UJ C M °4 ..r 4 4 Ad. � k O ®•� $ o oto p J a. °. a -II LlJ "FOBEARING SLAB STEP DOWN d a ° E d rr • •A ° _ W W W d , a' ,.4 a �.� or.'. Q i cn -23 �,� IMt�.�� 4,.� _ _ - I— (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3"i MIN, = == I- COVER TYP. COVER TYP, _I 1 I —III—III—I I 1—III—I (2) #5 BENT BARS w/ MIN. 30" LAP SPLICE FO THICKENED EDGE AF09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-011 3/4"=1'-011 WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEVATION CMU BASE w/ (1) #5 VERTICAL @ EACH CORNER. SEE FLR. " PLAN FOR BASE SIZE ° a a ° 14,z d' 0 SEE FOUNDATION FOR �; q 4 "' C PAD SIZE 4 ' �. d A W CONC. SLAB OR 0 w PAVERS PER PLAN °. r �A.r .' U U M d. „ a CLEAN COMPACTED -I I — d d e .. FILL @ 95% STANDARD DENSITY fiF1'kFOOTING @ ENTRY MASONRY COLUMN 3/4°=11-011 =SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH w/ FOUNDATION WALL SCHEDULE BELOW CONC. SLAB PER1 FOUNDATION PLAN z 2 1/4 40 2x PT SILL PLATE Z00 a A. (2) #5 BARS CONT. w/ 3"CLEAN COMPACTED COVER TYP ' AT 6' $ 811 FILL @ 95% STANDARD z O Cl~. U LU C Lo 2 -STORY COND. (3) #5 DENSITY ®®r®eam�lardd�o®� w BARS REQ'D & FTG TO ®®.® b�aj®o®o a BE 20" WIDE¢ . o •® •.®®, ���'r®N UJ Q M � k O ®•� $ o oto p J a. .� LlJ "FOBEARING SLAB STEP DOWN 3/4"=1'41 �- ®o Phi®� Z © �. 1 .� V 0 O 4, �� C. p U �j a � P Z VERIFY W1 DETAILS FOR REQ'D � W o O STEEL AT 2 STORY LOCATIONS 01 W `'-- I °r A Z N r v' A.O. O O O Q a ' r ¢ �{ n r 1A #5 CONT. U 1- a: 'a A' REINFORCEMENT SEE 05 °r dFOUNDATION PLAN W ° ° ° 1. r ° A .r 4'. FOR QUANTITY = LSA d d r a I"- W 1� A� �, ri fft�I �' '•!' ° ° �• #5 x 30" x 30" CORNER p BAR, ONE FOR EA, A q° ° W .d . °' rQr HORIZONTAL U O A "r REBAR, TYP, U.N.O. Z 4. a d r v Q J d q = j 44 A z W o OWM E Cl)p C) 06WzW-j— "• W („)' Q O `T c a 201--0 v I-c/a�-ti c C7 [Vl n<OO�:ro Z WZ��WIii o TYPICAL CORNER BAR DETAIL (TOP VIEW) o O w < w o o 3/4"=1'-0" '1 �( O uj. Q CL � W z �°WNa U W F- F- 0 l ­— Q --- TOP (2) #5 x 4'-0" PVC OR SCH40 F W U. CONC. SLAB 8 CMU - CENTERED AT PIPE SLEEVE z W PER FINISH PER ELEV. PENETRATION I- _ FOUNDATION FINISH FLOOR S PLAN 4 0 PENETRATING o PIPE �- (I I == I I= — . W A, GRADE - I I I=1 - I= I I 1=1 I I �_ a q — Uj Go PVC SLEEVE --+_ — -- ' (�I — w 0 F- 11 MIN. DIAMETER __-- SEE FDN PLAN = Q O TO BE 2 PIPE ' _ = — FOOTING PER PLAN -1 I=I = FOR SIZE I I _ UJ J Lj SIZES LARGER I-1 11=1 I I=I_ CLEAN COMPACTED FILL I -III_ & REINF. I= I _ W W THAN THE SIDE VIEW @ 95% STANDARD DENSITY a '�• PENETRATING ) PIPE VERTICAL THRU FDN N = Z PIPE Q W O W TOP (2) #5 x 4'-0" Z Q W CL 1 PVC OR SCH40 W CENTERED AT PIPE p F- J V 8" C.M.U. FINISH PENETRATION SLEEVE U) W Cr W = PER ELEV, d FINISH FLOOR ° __° ` = : °-4 _ O4 CM z" • ... .:..':. PENETRATING PIPE BLDG DESIGN: a Q I-1 I - STRUCTURAL ENG: MCD ✓�'` ..'. LOOP TIE (TYP.) _ :✓ . + ` Z _ I— d ' • °Q - DRAFTING: 4 FOOTING PER i I �_ =_— d. _ PLAN — _ -DESIGN: e�. — I—I III=III— I I=III- sTRucT: MR PVC SLEEVE = SEE FDN, -- -_ -� PLAN FOR I I-) I QC CHECK CC (FRONT VIEW) I SIZE & REINF.1. JOB No PSQ-2171523 PIPE PERPENDICULAR TO FND SCALE: AS INDICATED DATE: 09/05/17 A!71"�TYPICAL FOUNDATION PENETRATIONS 111'-� 3/4"=V-011 S3 documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS -SHEAR WALLAT OPENING CL W W CL M z c� W r z O TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR A , q --- STD. 90 DEGREE ANGLE 3000 psi 4. a CONC. w/ (1) #5 DIA. REBAR CORNER AS REQ'D INDICATED IN GRADE 60 BAR SIZE ' LENGTH SEE DOWEL LAYOUT ; . LENGTH • • , ': • ' LINTEL, #5 TO BE • NON -SHEAR WALLAT OPENING HOOK PER TYPI AL SHEAR WA L SEGMENT OPENING U.N.O. HOOKED INTO 17/8 41B/4 � MD08 TRANSOM OPENING 41/4 SIDE VERTICALS' _ - — - 5 5/8 (2) 2X8 SYP #2 P.T. WOOD HEADER :A. 3 WF01/SD3 \ iv.' '' . pd °, ,4 ° 4 •.Q._ , 4, a 113/4 +: SYP #2 P.T. HEADER TO MASONRY o v .... e e n 4 WALL W/ SIMPSON HU28-2 OR HUC28-2 d R SEE WF01/SD2 FOR 30 ' HANGER @ EA. END. USING (14) 1/4" 81/16 181/2 MORE INFO 4•. DIA. X 2-3/4" TAPCONS OR EQUAL INTO 9 13/16 16 1/2 35 1 51/4 w 21 3/4 ''• ° ..° a4 d �, HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) -ROWS 'O•° '4' d• 10d NAILS STAGGERED @ 6' O.C. AND v a'e '-' Y W O NZ I MIN 2" FROM ENDS. O � ° e° •° 4•.'4 BLDG DESIGN: r: REQUIRED IN -FILL FRAMING MCD CL W LL DRAFTING: DIMENSIONS •° v •9 -DESIGN: --- MAX 41-011 -STRUCT: MR •° O 0 w w JOB No. PSQ-2171523 SCALE: AS INDICATED 04C) J 0. z ([��(n ) LU 4! BOTTOM STEEL IN LINTEL IF B � C g w INDICATE -SHOULD HOOK INTO A U) d VERTICAL CELLS PER MD08 : ° 4' ° °� 40 °`; �4 4-1 ROUGH OPENING PER PLAN TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR A , q --- STD. 90 DEGREE ANGLE 3000 psi 4. a CONC. w/ (1) #5 DIA. REBAR IMD061 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE ' LENGTH SEE DOWEL LAYOUT ; . LENGTH • • , ': • ' PLAN FOR FILLED CELL " All NON -SHEAR WALLAT OPENING "D„ TYPI AL SHEAR WA L SEGMENT OPENING U.N.O. #3 17/8 41B/4 � TRANSOM OPENING 41/4 #4 IMD061 TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE ' LENGTH SEE DOWEL LAYOUT ; . LENGTH • • , ': • ' PLAN FOR FILLED CELL " All .. INFO. MIN. (1) IS REQ'D LINTEL PER PLAN ^ '' .i "D„ ON EITHER SIDE OF f licil OPENING U.N.O. #3 17/8 41B/4 � TRANSOM OPENING 41/4 #4 _ - — - 5 5/8 (2) 2X8 SYP #2 P.T. WOOD HEADER :A. 3 WF01/SD3 \ 121/2 TURNED SIDEWAYS. ATTACH (2) 2X8 #5 3118 / FRAME INFILL AROUND 113/4 +: SYP #2 P.T. HEADER TO MASONRY 33/4 7 WINDOW BY BUILDER 30 WALL W/ SIMPSON HU28-2 OR HUC28-2 `... R SEE WF01/SD2 FOR 30 ' HANGER @ EA. END. USING (14) 1/4" 81/16 181/2 MORE INFO #7 DIA. X 2-3/4" TAPCONS OR EQUAL INTO 9 13/16 16 1/2 35 1 51/4 MASONRY & (6) 10d NAILS INTO 21 3/4 42 Q LU (L HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) -ROWS U a 10d NAILS STAGGERED @ 6' O.C. AND '-' Y W O NZ MIN 2" FROM ENDS. :.: � ---REFER TO DESIGN PLANS FOR BLDG DESIGN: r: REQUIRED IN -FILL FRAMING MCD DOOR OR WINDOW OPENING: DRAFTING: DIMENSIONS -DESIGN: --- MAX 41-011 -STRUCT: MR LINTEL W/ TRANSOM DETAIL 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 O LENGTH LAP SPLICE " All 11 1, "D„ 2 All ,B91/4 licil 81, #3 17/8 41B/4 � " /4 41/4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 3118 7 113/4 25 33/4 7 1151/2 30 #6 33/4 81/16 14 30 1 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 1 51/4 9 13/16 21 3/4 42 'A a • e A .4 A 4 ❑ °• d e 4: e • < + ' ' _ 'a ° e 4• Y O. LAP SPLICE EMBEDDED L 14DO8 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD 900 HOOK 1 STANDARD 180° HOOK #3=2X2" #4=2%" #5=2X2" #6 = 3" #7=3X2" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PENING GROUT d "• . PROVIDE CLEAN OUT O @ FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 8" WIDE X 8" LONG BEAM POCKET. SEE FRAMING PLAN FOI BEAM INFORMATIO PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE w APPROVED LINTEL MANUFACTURERS: LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE; QUALITY, LOTTS, & POWERS STEEL Q APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL Q STANDARD LINTELS STANDARD LINTEL NOTES :LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -113/13F32-0121 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000/100 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 3. 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 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT Z 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER, IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. O 6'-2" 488 991/991 2661/2143 5681/2698 6472 / 3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302- C" 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. O 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS W 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 W 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL W 12'-8" 0 369/261 1002/984 1697/1361 26307 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS �, 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 MATERIALS 16'-0" 0 284/0 950/0 1379/0 1997/0 ®� ++y�rol Ilrr®�r®®®® w M 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 1. fc PRECAST LINTELS = 3500 PSI, y®®®®®®�® d�� ®i®® a- 00 18'-8" 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. ®®"° °®®®o��'`� � w 20'-0" 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. ® °° ;V. ® c R Z 20'-8" 0 145/0 550/0 981/0 1376/0 4, CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE g O ® Ir® J Q Lj 22'-8" 0 110 / 0 450/0 824 / 0 1147 / 0 STRENGTH = 1900 PSL �, ° p ❑ -� RECESSED LINTELS -FILLED 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW Uj < CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-0B RELAXATION. 7/32 WIRE PER ASTM A510. '�' °®°°°°°°®°°90•'°°`°' % .' z 21 1694/1694 3725/3280 5499/5421 �� 21_8-1 1425/1425 3343 / 3280 4933/4933 �J ®�'� at P�� ��'O _4 3.011 1230/1230 3343 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE m 31.4" 1081/920 2769/1716 4085/2839 LINTEL F = FILLED WITH GROUT / 41.411 846/833 2121/1716 3127/2839 MARK REQUIREMENTS U = UNFILLED R = RECESSED V 5'-411 664/572 1761/1761 2595/2595 QUANTITY OF #5 REBAR @ o 6-4" 526/434 1539/1539 1329/2267 O 8RF6-0B/1T -- BOTTOM OF LINTEL CAVITY 7'-4" 480/322 1334/1334 1964/1552 8F16 -113/1T OOf�b cn g�_4� 415 / 235 1152 / 1152 1694 / 1552 O 8F8-OB/1T �— QUANTITY OF #5 REBAR AT TOP 1-1 d TM �fyf�� N U 3J o 08RF14-1B/1T —NOMINAL HEIGHT 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER O zo 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL WIDTH O 8F16-1B/1T z U r o 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. TYPE DESIGNATION � o O 8RF14-0B/1T w 0 �� WALL LEGEND F 8F16-OB/1T 1-1/2" CLEAR � � � �' StiG� m r G�ti U O 8F20-1B/1T = 9-4 T.O.M. = INTERIOR/EXTERIOR :#5REBAR AT TOP MIN. (1) REQ'D zoBEARING WALL (OR LINTEL O 8F20-0B/1T U -�z = 10'-8" T.O.M. IF REFERENCED ON SHEET Q z.U.S4). VERIFY HEIGHT WO 8RF22-1B/1T OUT W 6'-0" 14'-8" ARCHITECTURAL PLANS O 8F24-1E3/1T `_ z #5 REBAR AT BOTTOM OF LINTEL 1- U.N.O. CAVITY LO W BOTTOM REINFORCING PROVIDED ❑ O 8RF22-0B/1T 7-5/$QAC A IN LINTEL (VARIES) 0 Op Op O 8" NOMINAL WIDTH U 8F24-0B/1T z 76 -OO o FILLED o ;0 0 8RF30-1 B/1 T = Z O1-1/2" CLEAR m _ 8F32-1 B/1 T rr` o 8RF30-0B/1T W rn r P- I�JOwr E #5 REBAR AT TOP MIN. (1) REQ'D 06 IWw- Z LLOU) O 8F32 -OB/1r Q z C.M.U. U Sc O vi a z Zc�l=❑moo � 8F38 -1 B/1T g F- 0 n� W z t c �u 8F12-1B/OT �� �o00vav ,�--- BOTTOM REINFORCING PROVIDED Z Q Z z E 0 8F40 -1 B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) < O X< w O O Ow 8F28 -1 B/1T 8" NOMINAL WIDTH U O � rz Q 8F40 -OB/1T UNFILLED W Q. O o U N a --- MIN.UK 161-011 LINTEL PLAN N J Z 1-1/2" CLEAR n ❑ #5 REBAR AT TOP MIN. (1) REQ'D W W W TOP KNOCK OUT/ LINTEL BLOCK Z I- U a COURSE coo m w .a •4 m Q . B #5 REBAR AT BOTTOM MIN. (1) REQ'D � H 16 GA. POWERS STEEL BOXED 0 Z 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". 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 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. � J � I— W c a 000 P O > J �WUJ aJ WILI w OW W Q LU (L =U' 0 U a W N Q Q '-' Y W O NZ aN� � BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: CC JOB No. PSQ-2171523 SCALE: AS INDICATED DATE: 09/05/17 S4A CONNECT FT4 TO I W1 SIMPSON HHUE B5.2E BOT1 @ 9'-, 0 T`�u' SIMPSON HU24-2 EACH END. BLOCKING TO BE INSTALLED BETWEEN TOP CHORDS C 1 C C/3'� CJ5 C CJ3 0C7J1 C_ w \ CJ — V '`J `�I 11 ^�rl`,I110 11 11 11 N Cn WALL LEGEND W Q 0 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR © - BEARING WALL (OR LINTEL � 10'-8" T.O.M. IF REFERENCED ON SHEET w S4). VERIFY HEIGHT W1 ARCHITECTURAL PLANS w U.N.O. O U) Z O v) Z OZ CIL I— U) W CL Uj V p o w a Q oa } �w W Lo a, LLI M Ole,, a M Go ;U J Z o i W OZ i a� 0® `�-, 2 ® Z �� Z'` • LL U) Z O U > O O CL M Ld o J " r-- = < • 0 Z W W U S O U) p a QwLL O ti Z cp.4 Z v O H Z UO E_ 00 w� _ I— L =w I— p � Z Z zo J a J o m Q' Z a L J -1 0) Z E �ujOLdMr E i ­ZZ CbLU W ��cr—Ui a�wzto 75 ,-,�n Hcn_I-.—� c 0_`rO5UIL) � M Z LL�zl= - Fwd o Q pa¢wZp O V�UL3:0= O Q 0.Qa LLFN� 5 O ZULU w p .J J LL W C) F _ O p LU Z 0 LU Z cn O ao LU J MW = Z W F_ w a LU LU W 0)Q = rr � Ymp cn O NZ = 0..� ~ 0. N BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: CC JOB No. PSQ-2171523 SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: -- - 09/05'17 NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/411=11-011- S5A COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING FRAME TO CMU 1810 1810 O SPACING SPECIES TOP BOTTOM (plf) (1)ply 2035 (2)ply 2500 H2x6 �FLITCH PLATE (2)2x6 #2 SYP w/z„ ATTACH KING STUD TO HEADER w/(6) BW1 16" SPF (2)12d (2)12d TOENAILS NO MID -SPAN HTS20 w/(24)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 16d NAILS 1450 OF (2)2X8 SPF #2 BUILT UP STUD COLUMN TOENAILS UPLIFT TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x8 „ (2)2x8 #2 SYP w/2 FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16dNAILS BW2 " FRAME TO FRAME SP4 W/(6) SP4 W/ 16 570 plf MID -SPAN LLO . PLATE 16 SPF g„ 10d x 1z NAILS ,) 10d x 1z NAILS H2.5A w/(10)8d FRAME TO FRAME H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS BW3 HO (3)2X4 SYP #2 BUILT UP STUD COLUMN SP4 W/(6) SP4 W/(6) 570 plf Ird. PT. Z MTS12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 16" SPF 10d x 12" NAILS 10d x 1' NAILS 3 H2x12 2)2x12 #2 SYP w/1' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS (2)2x10 #2 SYP (10) 10d NAILS R8 (3) 12d (3) 12d NO 3965 OK (2)2X8 SYP #2 BUILT UP STUD COLUMN BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 4235 OL 4x4 SYP #2 POST Q 10 R HGT-2 w/(16)10d NAILS w/ (2) t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 16d NAILS BW5 12" SPF SP4 W/(6) SP4 W/(6) 760 plf MID -SPAN (2)2x12 #2 SYP nOR (10) 10d NAILS UC 10 / 10 ' III W 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS 10d x 1 �" NAILS 10d x 1 �" NAILS 1175 H3.5x7.25 (2)1.75"x7,25" LVL ATTACH KING STUD TO HEADER w/(8) 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 16d NAILS BW6 OP SP4 W/(6) SP4 W/(6) .760 plf 3rd. PT. ATTACH KING STUD TO HEADER w/(10) 12" SPF 11 10d x 1z NAILS �„ 10d x 1z NAILS 13 H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS 2470 /'� <8>Q> 3-1/2"x5-1/4" LVL COLUMN. BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD ATTACH KING STUD TO HEADER w/(12) H5.5x11.25 (3)1.75„ x11.25 LVL 16d NAILS < R ? 3-1/2"x7" LVL COLUMN. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD 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) H3x12 PLATE BETWEEN PLIES 16d NAILS � E MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"x5-1/4" LVL COLUMN. HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING Bw9 16" SYP SP4 W1(6) 10d x 1z NAIS SP4 x1/1(6) 10d x 1z NAILS 664 plf 3rd. PT. OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS EA. END KINGS @ EA: END BW10 12" SYP 12d 12d NO MID -SPAN 18 LTT206 w/(10) 10d NAILS & e EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU TOENAILS T T TOENAILS UPLIFT V-0" TO T-11" 1 1 HTT4 w/(18) 16d x 2 ".NAILS w/a' 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 O 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 1' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 BW11 12" SYP SP4 W/(6) g„ SP4 W/(6) �,,, 885 If p MID -SPAN 4'-0" TO T-11" 2 2 10d x 1 z NAILS 10d x 1 z NAILS MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 plf 1 3rd. PT. 22 10d x 12" NAILS 10d x 12" NAILS 9100 4095 10'-0" TO 12'-0" 3 4 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 BW13 16" SPF SP4 W/(6) SP4 W/(6) 280 if p MID -SPAN 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) @ STANDARD HEADER NOTES 24"o.c. OR 32"o.c.) 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. 10d x 12" NAILS 10d x 12" NAILS 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 NAILCom (' SCHEDULE H E D U LE @ 32"o.c. @ 32"o.c. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D, SIZE INDICATED ON PLAN 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. SP4 W/(6) SP4 W/(6) 380 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 10d x 13"' NAILS 10d x 12' NAILS plf MID -SPAN APPROVAL FROM E.O.R. @ 24"o.c. @ 24"o.c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. STANDARD BEARING WALL W/STRAPS NOTES 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS@12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 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 "BIM' 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. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. ROOF NOTES. 8 ADITIONAL5W THEION ARE REQ'D. IF BRG. BW1NBW4, BCONNW7 OR BW10. THESETO WALL S IND CAT DNO 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. P.T. BASE PLATE CAN BE BE TONAILED/ENDNAILED TO THE PLATES &THE 2x P. T 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 BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 12d TOENAILS. COLUMN. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P,T. IF AGAINST B) ATTIC LOCATED 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. NAILING SCHEDULE. 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 O JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP .SHEATHING 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. NAND 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 WITH (3) 10d TOENAILS. AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES COLUMN SCHEDULE CONNECTOR SCHEDULE 12d148"x34" FLOOR FRAMING NOTES 16d .162„ x 32„ 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 NAILING NOTES REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT INDICATED AS LONG AS IT MEETS OR EXCEEDS THE (FLOOR TRUSSES). DIAMETER AND LENGTH INDICATED. 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 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. EDGES AND 12" IN FIELD. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NOTES. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES SPF(lb) VALUES SYP(lb) O (3)2X4 SPF #2 BUILT UP STUD COLUMN 1 ❑ HETA16 w/(9) 10dx12" NAILS OR HETA20 w/(9) 10d x 111' NAILS FRAME TO CMU 1810 1810 O (4)2X4 SPF #2 BUILT UP STUD COLUMN 1 (2)HETA16 OR (2)HETA20 (1)ply TRUSS (10)10d x 12" NAILS (2)ply TRUSS (12) 16d x 1 z" 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 H10A w/(18)10d x 12" NAILS OR (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 124! O (3)2X6 SPF #2 BUILT UP STUD COLUMN R4 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 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS W H (2)2x8 #2 SYP (2)HTS20 w/(24)10d x 12t NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 O(3)2X8 SPF #2 BUILT UP STUD COLUMN LLO PLATE TAPCONS H2.5A w/(10)8d FRAME TO FRAME 535 600 HO (3)2X4 SYP #2 BUILT UP STUD COLUMN Z MTS12 w/(14)10d x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860. 1000 OJ (2)2X6 SYP #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & Q ~ (2)2x10 #2 SYP (10) 10d NAILS R8 MGT w/(22)10d 5" EPDXY ANCHOR w/SIMP. SET -XP EPDXY s MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 OK (2)2X8 SYP #2 BUILT UP STUD COLUMN PLATE NAILS & (18)4'x24' TAPCONS O (J ON MASONRY: (1) SIMP. MSTAM24 HTT4 w/ 18 16d x 21" NAILS & a" EPDXY ANCHOR w/SIMP. ( ) z e SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 OL 4x4 SYP #2 POST Q 10 R HGT-2 w/(16)10d NAILS w/ (2) t" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 - MO 6x6 SYP #2 POST. W (2)2x12 #2 SYP nOR (10) 10d NAILS UC 10 / 10 ' III W 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 ON 8x8 SYP #2 POST 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 OP 3-1/2"x3-1/2" LVL COLUMN. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 /'� <8>Q> 3-1/2"x5-1/4" LVL COLUMN. ' 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf < R ? 3-1/2"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. � E MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 O5-1/4"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. O 7"x7" LVL COLUMN. 19 HTT4 w/(18) 16d x 2 ".NAILS w/a' 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 O 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 1' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 ZO 5 1/4" X 9 1/2" LVL COLUMN 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 STANDARD COLUMN NOTES 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 23 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS A' STANDARD CONNECTOR NOTES 44: ABU44 w/(12)16d NAILS & a" EPDXY ANCHOR WMIN: 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 7" EMBEDMENT 6x6: BED w/(12)16d NAILS & e" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2) 8' 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 CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. AND BASE PLATE U.N.O. ON PLANS. 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 NAILCom (' SCHEDULE H E D U 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 �2„ 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 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. 10d .148" x 3" 12d148"x34" FLOOR FRAMING NOTES 16d .162„ x 32„ 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 NAILING NOTES REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING SCHEDULE 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN FLOOR SHEATHING TO BE 4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT INDICATED AS LONG AS IT MEETS OR EXCEEDS THE (FLOOR TRUSSES). DIAMETER AND LENGTH INDICATED. 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 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. EDGES AND 12" IN FIELD. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NOTES. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. B2x12 WITH 1/2 FLITCH TO MASONRY. SIMP. HU410 H 4 w ( ) PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 63.5x11: (10) 10d NAILS 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 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 3.5x11. (10) 10d NAILS 875 (2)1.75'x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS NOT ®�®®®e10vor'e1a®1r® W v 00 60 ego, W cli LU OD • .J ®Uj `t U•°°®0*see ••®®°•� O ILL _j U) O O 0� Old M Ld N U �3J o _� O z GLW U co O Cl)0 O V5 ° ZLu ¢ , t¢�i. dam' „;,?M' G9�S�G� U O N O F_ z rr.. O Op Q� J W W Z I- LO W 2W ~O 'SU C7 Q J O �-- z U c� QW� 7T z D OWM,,_ E z Q Oj� W z - U_ U r-- cs Z0E-0z� v O0 IL ��i� J c� R Z R o 8 Q O�¢wZp O J C OS0a rn `ILLI-:�I4- z U) � C14 W J W OOILIJ c�Na _ �.-- Z ~ O _ F- F w Z w O O W z w�( O 0 Z OD W H H 11 O U) W.J W W .J W F_ 00 W = Z W F_ OWCCD �� z 4 W D 1 W H =5 VCY LLJ W 0)m p cn 0 Y N Z ...,...r.�. CL d04 3 I- - IBLDG DESIGN: --- STRUCTURAL ENG: MCD I DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: CC ES & No. ` V____ PSQ_2171523 -- SCALE: AS INDICATED C O N N E CT O R L E G E N D DATE: 09/°5'17 S6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BEAM SCHEDULE W TAG BEAM SIZE CONNECTIONS 0 O u_ TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS W H (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22' LLO PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 Z O (n Z TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & Q ~ (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24' TAPCONS O (J ON MASONRY: (1) SIMP. MSTAM24 W Q TO POST: SIMP. HTS20 OR LSTA18 - TO BEAM: SIMP. HUC410 w/(18)16d & W (2)2x12 #2 SYP nOR (10) 10d NAILS UC 10 / 10 ' III W B2x12 WITH 1/2 FLITCH TO MASONRY. SIMP. HU410 H 4 w ( ) PLATE NAILS & (18)4"x22" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 63.5x11: (10) 10d NAILS 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 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 3.5x11. (10) 10d NAILS 875 (2)1.75'x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS NOT ®�®®®e10vor'e1a®1r® W v 00 60 ego, W cli LU OD • .J ®Uj `t U•°°®0*see ••®®°•� O ILL _j U) O O 0� Old M Ld N U �3J o _� O z GLW U co O Cl)0 O V5 ° ZLu ¢ , t¢�i. dam' „;,?M' G9�S�G� U O N O F_ z rr.. O Op Q� J W W Z I- LO W 2W ~O 'SU C7 Q J O �-- z U c� QW� 7T z D OWM,,_ E z Q Oj� W z - U_ U r-- cs Z0E-0z� v O0 IL ��i� J c� R Z R o 8 Q O�¢wZp O J C OS0a rn `ILLI-:�I4- z U) � C14 W J W OOILIJ c�Na _ �.-- Z ~ O _ F- F w Z w O O W z w�( O 0 Z OD W H H 11 O U) W.J W W .J W F_ 00 W = Z W F_ OWCCD �� z 4 W D 1 W H =5 VCY LLJ W 0)m p cn 0 Y N Z ...,...r.�. CL d04 3 I- - IBLDG DESIGN: --- STRUCTURAL ENG: MCD I DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: CC ES & No. ` V____ PSQ_2171523 -- SCALE: AS INDICATED C O N N E CT O R L E G E N D DATE: 09/°5'17 S6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. H2x6 H2x6 ti�� H2x6 ? WALL LEGEND S H E D D (PARK SQUARE) = 9'-4" T.O.M. ® =INTERIOR/EXTERIOR d �. � IW - w �~ Li w- E NOTES: z z 06 LUz 1- Z _U_ c CL WALLS WITH PLASTER OR STUCCO FINISHES �' WALL HEIGHT STUD &SPECIES SPACING INTERIOR ZONE BEARING WALL (OR LINTEL � WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.Uj F-0NLUZ O Q W C 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q TO FOLLOW THE DETAILS INDICATED BELOW: 0 0 OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE ® = 10'-8" T.O.M. IF REFERENCED ON SHEET LU 16" O.C. MAX 16" O.C. MAX W ON PLANS OR SHEATHING IS NOT CONTINUOUS) (� U OPENINGSITTING ON WOOD BEAM- WS07/SD5 (STRAPS S H E D D (PARK SQUARE) = 9'-4" T.O.M. ® =INTERIOR/EXTERIOR d �. � w �~ Li w- E NOTES: z z 06 LUz 1- Z _U_ c CL WALLS WITH PLASTER OR STUCCO FINISHES �' WALL HEIGHT STUD &SPECIES SPACING INTERIOR ZONE BEARING WALL (OR LINTEL � WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.Uj F-0NLUZ O Q W C 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q TO FOLLOW THE DETAILS INDICATED BELOW: 0 <Ujzo OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE ® = 10'-8" T.O.M. IF REFERENCED ON SHEET LU 16" O.C. MAX 16" O.C. MAX W ON PLANS OR SHEATHING IS NOT CONTINUOUS) (� U OPENINGSITTING ON WOOD BEAM- WS07/SD5 (STRAPS Z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR O SHEATHING IS NOT CONTINUOUS) S4). VERIFY HEIGHT W/ LL O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. LL 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O ARCHITECTURAL PLANS IL -� w r w 0 U.N.O. 0 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX :3 �����m�rmm��r®� w CO m 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Q ��•°°® ®®�3�®,®dam Y o EXTERIOR FRAME WALL NOTES ¢� cli CO z 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR 13� = Q U *- OUj U ® p Uj ,Q REQUIRED STUD SPACING., � U) d .., ®°" u.l D °•�® Z 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS _ s®• ®®b`M �_ & NAILING PATTERN. ®®�� ®°®°°°°°®®®�� ®� 0 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE p EXTERIOR FRAME WALL ° SHEATHING IS TO BEREMOVEDAND REPLACED. IF MORE THAN Z p U 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR m U REVIEW OF EXTERIOR STUDS a O W o O 0w `�o MIN. SPF #1/#2 @ 16 O.C. U.N.O. ON FRAMING PLANS a W 0 f1tY M Jl 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.ui z 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO 1 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. F- �� W z V O imp IZ m p o S H E D D (PARK SQUARE) LU ~ 0 d �. � w �~ Li w- E NOTES: z z 06 LUz 1- Z _U_ c CL WALLS WITH PLASTER OR STUCCO FINISHES �' WALL HEIGHT STUD &SPECIES SPACING INTERIOR ZONE SPACING END ZONE WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.Uj F-0NLUZ O Q W C 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q TO FOLLOW THE DETAILS INDICATED BELOW: 0 <Ujzo OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX W ON PLANS OR SHEATHING IS NOT CONTINUOUS) (� U OPENINGSITTING ON WOOD BEAM- WS07/SD5 (STRAPS Z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR O SHEATHING IS NOT CONTINUOUS) _j F_ LL O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. LL 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O W W O -� w r w 0 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX :3 �����m�rmm��r®� w CO 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX Q ��•°°® ®®�3�®,®dam Y o EXTERIOR FRAME WALL NOTES ¢� cli CO 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR 13� = Q U *- OUj U ® p Uj ,Q REQUIRED STUD SPACING., � U) d .., ®°" u.l D °•�® Z 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS _ s®• ®®b`M �_ & NAILING PATTERN. ®®�� ®°®°°°°°®®®�� ®� 0 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE p H NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BEREMOVEDAND REPLACED. IF MORE THAN Z p U 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR m U REVIEW OF EXTERIOR STUDS a O W 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE W 0w `�o MIN. SPF #1/#2 @ 16 O.C. U.N.O. ON FRAMING PLANS a W 0 f1tY M Jl 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY.ui z 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO 1 FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. F- �� W z V O imp IZ m p o ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B C'4Z STANDARD 2ND FLOOR FRAMING ILL w �~ Li w- E NOTES: z z 06 LUz 1- Z _U_ c CL 0 �' Q 1, ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE.Uj F-0NLUZ O Z 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR Q TO FOLLOW THE DETAILS INDICATED BELOW: 0 <Ujzo OPENING SITTING ON MASONRY- WS06/SD5 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT Z ON PLANS OR SHEATHING IS NOT CONTINUOUS) (� U OPENINGSITTING ON WOOD BEAM- WS07/SD5 (STRAPS Z SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR O SHEATHING IS NOT CONTINUOUS) _j F_ LL O 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD5 U.N.O. LL U ROOF FRAMING P NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Uj Cr. ami C> N z -�- D Qm 5 W s LU 0 Z O 5Z M1 (r) z Z w �~ Li w- E 06 LUz 1- Z _U_ c CL �' Z0FQ-©pco c F-0NLUZ Z Q 0 <Ujzo Z (� I LL C4 J Na W �IN O0LIJ _j F_ LL F- F_ LL Z O W W O -� w r 0 W z o � U) Z p 00 W H F- O 11 U W W -� J W a O W W �ci = Z W z L1CWd 1 o U�Ma W imp cnY C'4Z F- d BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: - -STRUCT: MR LAN 1/4"=1 1-011 1 QC CHECK: CC 1 JOB No. PSQ-2171523 SCALE: AS INDICATED DATE: 09/05/17 S7A PER ARCHS SEE FRAMING PLAN W W SIZE TAPCONS SPACING # ROWS (3) 12d END NAILS TO LAST STUD PRE -CAST LINTEL PER NOTE: THIS DETAIL APPLIES TO THE -_� _ �0a ---�-�''J FOR CONNECTION 1x6 FOLLOWING CONDITIONS: x 2 1/4" " PLAN INFO x 2 1/4" 12" O.C. 2 TYPICAL TIE BEAM wJ 3000 SEE ELEVATION (1) EXTERIOR FRAME WALL TO CMU 3/16" x 3 1/4" psi CONC. w/(1) #5 REBAR CONT. 1 TOP OF MASONRY 3/16" (2) INTERIOR FRAME SHEAR WALL TO CMU " 2x8 OPENING x 3 1/4" 12" O.C. Q tl, , ° I STD HOOK WATERPROOFING BY SEE ARCH PLANS FOR •°° CMU WALL 2x PT STUD OR ALTERNATE 1x PT BUILDER/ OTHERS OVERHANG INFO D � FURRING TO CMU W/ 2x FRAMING PER .. a -- WINDOW/DOOR SHEATHING PER PLAN STRUCTURAL.....__ OF OPENING SHEATHING PER PLAN H10A U.N.O. SHEATHING U_ ':,-.• PROVIDE STANDARD is 2x6x12 P.T. CENTER H10A U.N.O. U.N.Q. U_H10A W .. -.. �..:., �' -• cn HOOK BUCK Uj • .•°d •...J 1/2" J -BOLT w/ 5-1/2" FRAME OUT TO BLOCK LL O • ,.+., �� " . > - - - - EMBED.CENTERED EDGE AS REQ'D FRAME OUT TO BLOCK Z ,,.-+• r, d', �I ' a ••1 �''� �''" "� -- 2x6 P.T. NAILER FRAME OUT TO BLOCK EDGE O (1) #5 IN TIE BEAM ATTACHED wJ (1) 1/4"x EDGE AS REQ'D z 2-3/4" TAPCONS @ 24" o O �� ' • iI; . (1) #5 BAR IN PRECAST „ O.C. AMX. & 4 FROM I 1/2" J -BOLT I (2) 2x TOP PLATE d 1- ;�° LINTEL d ENDS I I OR EPDXY ANCHOR @ #2 SYP SEE PLAN d{ 2 #5's VERTICAL IN N•. �... O GARAGE WALL I (2) 2x PLATE (2) 2x #2 SYP SEE PLAN 32" O.C. & 6" FROM I FORXBEAM SIZE ONLY _ cn GROUT FILLED CELL BEYOND (2) 2x TOP PLATE I FOR BEAM SIZE EACH END W/ 2 x 2 x e" I IF OPENING PROVIDED U . I SQUARE WASHER PER PLAN) I ¢ z 2x6 P.T. BUCK EACH I MIN. 2x4 SPF #2 KNEE MIN. 2x4 SPF #2 KNEE I W/MIN. 7" EMBED.. I MIN. 2x4 SPF #2 KNEE _j Q W C) g ' �I ENTIRE COLUMN TO a m SIDE OF OPENING I WALL WITH STUDS I @ WALL WITH STUDS @ 2x PT BOTTOM H - %�' .. w BE GROUT FILLED w � (5) 1/2 DIA. J -BOLT W/ (2) 2x #2 SYP SEE PLAN 16" O.C. W/ I STRUCTURAL PLATE O.C. w/ I FROM W '.. , U.N.O. m v ¢ w 5-1/2" EMBED. AT EA. STRUCTURAL FOR BEAM SIZE SHEATHING ON BOTH SHEATHING ON BOTH I SHEATHING I TOP OF WALL TO w (1) #5 VERTICAL IN I�d. "� Ip GROUT FILLED CELL (IF CO � < DOOR BRACKET, EA. m g SIDES FROM TOP OF I SIDES FROM TOP OF I PRECAST LINTEL OR BOTTOM OF WALL. o .�, REQ'D PER PLAN) <. •; co ¢ SIDE OF DOOR. «i WALL TO BOTTOM OF BUILDER FRAME WALL TO BOTTOM OF I KNOCK OUT COURSE • ATTACHED PER . ��®�►���a�®yap. 0) 1 , . ;; PROVIDE 2"x2" o BEAM. ATTACHED PER RADIUS AS REQ'D BEAM. ATTACHED PER I NAILING SCHEDULEco 7 0 m > WASHER W/ EA. 0 BOLT TO NAILING SCHEDULE I NAILING SCWEDULE I .,A..,� OTHERWISE SP2 CLIPS �� ®®® ®®®.®,®�� ®�� [L 00 NOTE: SEE MD08 ON ANCHOR. 1st m ( OTHERWISE SP2 CLIPS ( MASONRY WALL AT TOP AND SP1 CLIPS ®�° w • II' LINTEL PLAN FOR ¢ BE 8 MAX. ABV. CURB, " AT TOP AND SPI CLIPS BUILDER FRAME d.• AT BASE ARE REQ D Ci Y Z �� a' .�, ADDIT'L REBAR INFO REST EQ. SPACED AT BASE ARE RADIUS AS REQ'D w M C> ¢ V -y24" O.C.) REQUIRED 2 V a Q J At d ,.f ®®x.00009®._®_®����°� VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL FO KNEEWALL AT DOWNSET BEAM AFO KNEEWALL AT UPSET BEAM FO KNEEWALL OVER MASONRY WALL � AA U p®®� ®®� V®s �mDO ®®a. IyyBp9 P�® ODILL 1/2"=1'-0.. _ 1/2 =1-0 _ 1 3/4 1 0 3/4"=11-0113/4"=1-0 11 U Z O > O d �Cf�tY M — PRE -ENG, TRUSS PER Ld �j C\1 PLAN, 24 O.C. MAX H J U ria — ROOFING MATERIAL (212x TOP PLATE W/ PER ARCHS SEE FRAMING PLAN W W SIZE TAPCONS SPACING # ROWS (3) 12d END NAILS TO LAST STUD PRE -CAST LINTEL PER NOTE: THIS DETAIL APPLIES TO THE -_� _ �0a ---�-�''J FOR CONNECTION 1x6 FOLLOWING CONDITIONS: x 2 1/4" " PLAN INFO x 2 1/4" 12" O.C. 2 TYPICAL TIE BEAM wJ 3000 SEE ELEVATION (1) EXTERIOR FRAME WALL TO CMU 3/16" x 3 1/4" psi CONC. w/(1) #5 REBAR CONT. 1 TOP OF MASONRY 3/16" (2) INTERIOR FRAME SHEAR WALL TO CMU " 2x8 OPENING x 3 1/4" 12" O.C. (3) INTERIOR LOAD BEARING FRAME WALL TO tl, , ° I STD HOOK WATERPROOFING BY SEE ARCH PLANS FOR •°° CMU WALL 2x PT STUD OR ALTERNATE 1x PT BUILDER/ OTHERS OVERHANG INFO d FURRING TO CMU W/ 2x FRAMING PER .. a PLAN WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE W W SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" O.C. 2 O N Z � 2x4 3/16" x 3 1/4" 12" O.C. 1 6 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 2 01 ------ OPENING SIZE AND NOTES w RE. ELEV. J TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN = REFER TO PLAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF E- LO FOR O.H. (TYP)' WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE = 0 TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION - VERIFY w/ PLAN FOR REQ'D W/ 1 #5 CONT. LOCATIONS 40'�FB FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE O O MASONRY WALL PER w 0 GROUT SOLID BLOCKING AS SPECIFIED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR U Z IN BEARING WALL SCHEDULE --- EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO Q p CMU WALLAS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. _ z U) 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO op 2' J -BOLTS OR 2" THREADED ROD, I : SCHEDULE EXISTING 2x BUCKED OPENING, U ¢ USE (3) ROWS OF 10d x 3" NAILS K O U) WINDOW PER > 6" FROM EA. END OF WALL, WALL • (4) EQ. SPACED 2" TITEN HD ANCHORS w/ STAGGERED @ 12" O.C. AND 6" FROM ENDS @EACH SUCCESSIVE BUCK. ¢ W N FLOOR PLAN OPENINGS & AT 32"o.c. MAX. (6" MIN. MAX. 2 PLIES OVER INITIAL P.T. BUCK. Z 0 O W c) EE EMBED.) w/ 2x2 SQ. WASHERS ... 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME UJ 06 w Z c~n -� � a MIN. 1 a EMBEDMENT FOR HOLLOW NOTE: 22" MASONRY NAILS I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (w Q p (HAND OR POWER DRIVEN} I BLOCK. MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. -5 OR 1/4" TAPCON W/ MIN, 2" EMBEDMENT 6" Z 0 o O 0 PRECAST CONC. OR 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID o- 1-- U H z h a @ 16 o.c. MAY BE USED I.L.O. -1 0) fY z W c7 0 POWERS STEEL SILL FROM TOP AND BOTTOM AND 12" O.C, GROUTED .CMU. - ¢ a, v � J -BOLTS FOR WALLS THAT DO O O TYP. @ ALL WINDOWS BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS D = M NOT CARRY UPLIFT p COZ z� cn H z E . EXT FINISH PER PLAN fil)0�BEARING/ SHEARWALL CONNECTION TO CMU -- PT BASE PLATE fiDO�2x BUCK DETAIL o J O ,� LL � o 0 O -MCL W W C� MAIN FLOOR OvN¢ W J Z ELEV 0'-0"z � ' r ' CONC. SLAB - r •d . ' VERT REINF. BEYOND W W �— rnn ...� SEE FOUNDATION = W V PLAN FOR MORE INFO I I� SEE FOUNDATION -----� DETAILS FOR FTG INFO �- MASONRY WALL PER PRE-ENGINEERED 12 SEE ROOF SHEATHING, �- PLAN TRUSSES PER PLAN @ -'`----�__ (TYP) SEE ELEV. 24" O. C. MAX. DOUBLE 2x TOP PLATE. � PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. W DOUBLE TOP PLATE Z fis_o,�TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE W Q 0 CLOSURE WALL wJ 3/4"=1"-0" SINGLE TOP AND BASE @EACH STUD 12d NAILS @EACH END W 0 00 PLATE w/ (2) 16d NAILS it W N H 11 EXT. SHEATHING iy TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ Q 0 ATTACHED PER I I 24" O.C. & EXT. ROOF TRUSS - SEE (22) 1 O NAILS (ALL z > > EXT. BEAM PER PIAN PT POST PER PLAN I-- W NAILING SCHEDULE I SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS g U Uj J W FROM TOP OF I PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w g W n LAP BEAM PLYS AND KNEEWALL TO BOTTOM I I SEE PLAN FOR NAIL PER PLAN TALLER STUD) I- 0 c W NAIL AS SHOWN (5) 1 O NAILS PER PLY OR SP2 CLIPS AT TOP CONNECTION � W W 0 W AND SP1 CLIPS AT ¢ 2x BRG WALLSEE O EXT. BEAM PER PLAN Z W _j W 1 BASE ARE REQ'D. , HCL HTS20 CLIP FROM 2x BLOCKING CRICKET AS REQUIRED PLAN FOR SPACING. MINU(22)xE & 0 POST TO BEAM W SEE FLOOR PLAN FOR (nCy U � � Q MIN 2x4 STUDS @ 16" UNDER GIRDER TRUSS MORE BRG. WALL INFO W W 4 = PLAN VIEW @ TOP OF POST O/c MAIN SPAN ROOF U.N.O. W -") Y m p 2x P.T. PLATE 2x BLOCKING _ PT POST PER PLAN • TRUSS �_ � Q M Z ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY PLAN ANCHOR @ 32" O.C. & 6" SIMPSON LSTA24 EACH (2) 2x TOP PLATE CL DG DEES•IGN --- STUD ATTACH 2x TO .o • 5/8" THREADED ROD w/ FROM EA. END W/ STRUCTURAL E_NG MCD -- __ 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) _. ------ ... 0. NUT SET IN ADHESIVE WASHER, CENTER ON META16 U.N.O. DRAFTING:..._ BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 11 SPACING. MIN (2) 2x STAGGERED @ 8" O.C. -STR-DESIGN: M a. v �i TOP KNOCKOUT � 4. 1�. 4 , - / SEE FOUNDATION COURSE WI (1) #5 �. UNDER GIRDER TRUSS SEE PLAN FOR Qc cHEcwcuCT. CC PLAN FOR ADDITIONAL MASONRY WALL PER4L PLAN U.N.O. CONNECTION INFO CONT. SIDE VIEW @ BASE OF POST AF1 KNEEWALL ABOVE MASONRY WALL AF�lSECTION @ DOUBLE BEARING fiFlkSTEP @ BEARING FRAME WALL JOB N° PSQ-2171523 SCALE: AS INDICATED 3/4"=1'-O" DATE: 09/05/17 K6D0 CORNER COLUMN FRAMING 3/4"=1'-0" SD1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W W U o a O U) 0 0 V5 . Z U U_ Z 9 O N Z � H O 0 f -a � � Op am W 01 ------ OPENING SIZE AND NOTES w RE. ELEV. J TYPICAL FILLED CELL w/ 3000 LOCATION PER PLAN = REFER TO PLAN FOR ADDITIONAL psi CONC. w/(1) #5 REBAR VERT. 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF E- LO FOR O.H. (TYP)' WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE = 0 TYP. SINGLE TIE -BEAM WALL FRAMING INFORMATION - VERIFY w/ PLAN FOR REQ'D W/ 1 #5 CONT. LOCATIONS 40'�FB FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2 MIN. FROM EDGE O O MASONRY WALL PER w 0 GROUT SOLID BLOCKING AS SPECIFIED PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR U Z IN BEARING WALL SCHEDULE --- EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO Q p CMU WALLAS REQ'D PER PLAN P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. _ z U) 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO op 2' J -BOLTS OR 2" THREADED ROD, I : SCHEDULE EXISTING 2x BUCKED OPENING, U ¢ USE (3) ROWS OF 10d x 3" NAILS K O U) WINDOW PER > 6" FROM EA. END OF WALL, WALL • (4) EQ. SPACED 2" TITEN HD ANCHORS w/ STAGGERED @ 12" O.C. AND 6" FROM ENDS @EACH SUCCESSIVE BUCK. ¢ W N FLOOR PLAN OPENINGS & AT 32"o.c. MAX. (6" MIN. MAX. 2 PLIES OVER INITIAL P.T. BUCK. Z 0 O W c) EE EMBED.) w/ 2x2 SQ. WASHERS ... 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME UJ 06 w Z c~n -� � a MIN. 1 a EMBEDMENT FOR HOLLOW NOTE: 22" MASONRY NAILS I BLOCK OR 3 1/2" EMBEDMENT FOR SOLID OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (w Q p (HAND OR POWER DRIVEN} I BLOCK. MAX. 6" FROM TOP AND BOTTOM (FASTENING) ARE MET. -5 OR 1/4" TAPCON W/ MIN, 2" EMBEDMENT 6" Z 0 o O 0 PRECAST CONC. OR 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID o- 1-- U H z h a @ 16 o.c. MAY BE USED I.L.O. -1 0) fY z W c7 0 POWERS STEEL SILL FROM TOP AND BOTTOM AND 12" O.C, GROUTED .CMU. - ¢ a, v � J -BOLTS FOR WALLS THAT DO O O TYP. @ ALL WINDOWS BETWEEN 6. WINDOW OR DOOR INSTALLATION BY OTHERS D = M NOT CARRY UPLIFT p COZ z� cn H z E . EXT FINISH PER PLAN fil)0�BEARING/ SHEARWALL CONNECTION TO CMU -- PT BASE PLATE fiDO�2x BUCK DETAIL o J O ,� LL � o 0 O -MCL W W C� MAIN FLOOR OvN¢ W J Z ELEV 0'-0"z � ' r ' CONC. SLAB - r •d . ' VERT REINF. BEYOND W W �— rnn ...� SEE FOUNDATION = W V PLAN FOR MORE INFO I I� SEE FOUNDATION -----� DETAILS FOR FTG INFO �- MASONRY WALL PER PRE-ENGINEERED 12 SEE ROOF SHEATHING, �- PLAN TRUSSES PER PLAN @ -'`----�__ (TYP) SEE ELEV. 24" O. C. MAX. DOUBLE 2x TOP PLATE. � PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. W DOUBLE TOP PLATE Z fis_o,�TYPICAL ONE STORY CMU WALL SECTION H10A U.N.O. IF REQ'D, PROVIDE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) (2) 2x TOP PLATE W Q 0 CLOSURE WALL wJ 3/4"=1"-0" SINGLE TOP AND BASE @EACH STUD 12d NAILS @EACH END W 0 00 PLATE w/ (2) 16d NAILS it W N H 11 EXT. SHEATHING iy TO TRUSS. STUDS @ PRE-ENGINEERED SIMPSON LSTA30 W/ Q 0 ATTACHED PER I I 24" O.C. & EXT. ROOF TRUSS - SEE (22) 1 O NAILS (ALL z > > EXT. BEAM PER PIAN PT POST PER PLAN I-- W NAILING SCHEDULE I SHEATHING INSTALLED FRAMING PLAN FOR CORNER CONDITIONS g U Uj J W FROM TOP OF I PER NAILING PATTERN SPACING EXTERIOR SHEATHING STRAP AROUND w g W n LAP BEAM PLYS AND KNEEWALL TO BOTTOM I I SEE PLAN FOR NAIL PER PLAN TALLER STUD) I- 0 c W NAIL AS SHOWN (5) 1 O NAILS PER PLY OR SP2 CLIPS AT TOP CONNECTION � W W 0 W AND SP1 CLIPS AT ¢ 2x BRG WALLSEE O EXT. BEAM PER PLAN Z W _j W 1 BASE ARE REQ'D. , HCL HTS20 CLIP FROM 2x BLOCKING CRICKET AS REQUIRED PLAN FOR SPACING. MINU(22)xE & 0 POST TO BEAM W SEE FLOOR PLAN FOR (nCy U � � Q MIN 2x4 STUDS @ 16" UNDER GIRDER TRUSS MORE BRG. WALL INFO W W 4 = PLAN VIEW @ TOP OF POST O/c MAIN SPAN ROOF U.N.O. W -") Y m p 2x P.T. PLATE 2x BLOCKING _ PT POST PER PLAN • TRUSS �_ � Q M Z ABU POST BASE PER 1/2" x 8" J -BOLT OR EPDXY PLAN ANCHOR @ 32" O.C. & 6" SIMPSON LSTA24 EACH (2) 2x TOP PLATE CL DG DEES•IGN --- STUD ATTACH 2x TO .o • 5/8" THREADED ROD w/ FROM EA. END W/ STRUCTURAL E_NG MCD -- __ 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) _. ------ ... 0. NUT SET IN ADHESIVE WASHER, CENTER ON META16 U.N.O. DRAFTING:..._ BASE PLATE PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS 11 SPACING. MIN (2) 2x STAGGERED @ 8" O.C. -STR-DESIGN: M a. v �i TOP KNOCKOUT � 4. 1�. 4 , - / SEE FOUNDATION COURSE WI (1) #5 �. UNDER GIRDER TRUSS SEE PLAN FOR Qc cHEcwcuCT. CC PLAN FOR ADDITIONAL MASONRY WALL PER4L PLAN U.N.O. CONNECTION INFO CONT. SIDE VIEW @ BASE OF POST AF1 KNEEWALL ABOVE MASONRY WALL AF�lSECTION @ DOUBLE BEARING fiFlkSTEP @ BEARING FRAME WALL JOB N° PSQ-2171523 SCALE: AS INDICATED 3/4"=1'-O" DATE: 09/05/17 K6D0 CORNER COLUMN FRAMING 3/4"=1'-0" SD1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (2) 10d NAIL @ EA. BOTI CHORD 2x4 BLOCK: REFER TO ( SIMPSON I.I DIAGONAL TO BEAM SIMPSON A35 CLIPS @ H 24" O.C. UP TO 4'-8" SIMPSON LSTA18 @ 41-8f' < HA 7' -0 48" O.C. AND AT ENDS 7'-0" < H ` 9'-4" SHEATHING NOT REQ'D 9'4" < M:!C-14'-0" TO BE CONT. @ THE (2) 10d NAIL TRANSITION FROM @ EA. BOT - BEAM TO GABLE CHORD TRUSS --- LOADS SUCH AS BEAM PER PLAN 2x4 BLOCK; (6) 8d NAILS (MAX. �" REFER TO BEAM CONNECTION SIMPSON I DIAGONAL PLATE SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.G. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR NAIL GABLE END I FOR ADDITIONAL INFO AS REQ'D BOTTOM CHORD TO PLATE USING 10d NAILS SIMPSON A23 @EACH A35 DIAGONAL TO AT 12" O.C. BRACE TO PLATE TRUSS BOT, CHORD 3 1/4" HOLD 1/2" J -BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" 2x4 BLOCKS. CLG. NAILING SURFACE EMBED) MIN. 6" FROM REFER TO GE02 EACH END AND 32" O.C. H (2) 10d NAILS @ EA. MAX. (2) 10d NAILS @ EA. _ T BOTTOM CHORD z BOTTOM CHORD J _ZD u�co 2x4 SYP #2 BRACING @ 24" O.C. II U_ 0 v FOR FALSE BM ATTACHMENT w/ � REFER C S. 4 d m 2x4 BLOCKS.— (3) 10d TOENAILS EA. END 4-- O 2x TOP PLATE TO GABLE END W/ L PROVIDE 16d NAILS m. SIMPSON A35 CLIPS @ 16d NAILS @ 6" O.C. GABLE END TRUSS TO 24" O.C.' FRAMING FOR FALSE BEAM, IF REQ'D PLT.@12" O.C. MAX. TIE BEAM COURSE w/ (1) w/ (3) 10d NAILS @ EA. TRUSS BRACE #5 CONT. 2x4 STUDS @ 24" O.C. w/ SINGLE CMU WALL OR LINTEL FALSE BM PER PLAN BELOW BASE &.TOP PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/A35 ON (1) SIDE OF RAFTER & A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) 2X6's @ 24" O.C. MAX. FASTEN SYP OR SPF 2x6 (MIN.) PLATE THRU SHEATHING PER PLAN W/ 1/4"x4-1/2" SIMPSON SDS SCREWS TO TOP CHORD OF EACH TRUSS BELOW FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. WHERE O.H. IS > 1'4", DROP 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. GABLES w/ OUTLOOKERS @ 24" O.G. 1'-0" MAX PLYOOD CANT. O.H. TR SS BACK TO 1ST COMMON SEE ELEV. FOR NOTE: ALL GABLE BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF TRUSS WITH (3) 12d TOENAILS. O.H. SIZE BRACING IS TO BE SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. CONNECT TO DROP GABLE WITH SYP#2 OR BETTER (4) BAYS MIN. AND (1) BAY AFTER BRACE IS RE= H2.5 CLIP. MAX 2'-0" O.H. --- CONT. 2x4 (5) 16d NAILS BRACE - TO BLOCKING I II (4) 16d NAILS BRACE TO `BLOCKING f II 2x4 SYP#2 BLOCKING @ EA. BAY ADJACENT TO EA. DIAG. AS SHOWN. (4) BAYS MIN. (2) 10d NAILS @ EA. BOTTOM CHORD PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. // GABLE BRACING @ 48 O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 41-8f' < HA 7' -0 (1) 2x4 BRACE 7'-0" < H ` 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < M:!C-14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:!E18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 10d COMMON NAILS @ 8" O.C. 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD END, REDUCE PLAN ATTACH PER BEARING WALL PER SPACING TO 24" O.C. NAILING SCHEDULE PLAN. STUDS @ 24'' @ WALLS CARRYING = O.C. MAX. STUD LOADS SUCH AS L SPACING TO BE CABINETS OR HEAVY REDUCED DOWN TO SHELVING _� �-- ry � 16" O.C. MAX. @ SIMPSON DTC @EACH LOCATIONS CARRYING HORIZONTAL BLOCK --- LOADS SUCH AS LOCATION. ATTACH W/ CABINETS OR HEAVY (6) 8d NAILS (MAX. �" SHELVING. VERTICAL GAP Sw 7777=7 7 'SOU BETWEEN 12" LONG HOLD TOP OF BLOCK & TRUSS TYPICAL HEADER DETAIL z N _ NON -LOAD BEARING BOTTOM CHORD/- Q O �=_ WALL DOWN 1-2" TRUSS BLOCKING.) ----- 2x4 #2 SYP CONT. w/ (2) - BELOW BOTTOM OF 2x BLOCKING x 12" (Dr• EA. STUD OR TRUSS U TRUSS BOTTOM LONG @ HORIZONTAL MEMBER, TYP. (MAX. Q 24" O.C.). IF MASONRY, Z J W - � I' 7 N 0 E H co USE (2) 1/4" TAPCONS 0 CHORD. BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE --� PARALLEL TRUSS F2 NON-BEARING WALL 1/2"=11-011 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF REQ'D PER CHART r A A GABLE END SHEATHING FASTEN PER PLAN. TRUSSES AT 24" U. SIMPSON DTC @ 48" O.C. ATTACH W/ (6) E NAILS (MAX. 4" VERTICAL GAP BETWEEN 12" LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) REDUCE DTC SPACII TO 24" O.C. FOR WALLS CARRYING LOADS SUCH AS CABINETS OR HEAV SHELVING 2x BLOCKING x 12" LONG @ TRUSS LOCATION FOR CLIP ATTACHMENT, @ 41 O.C. ATTACH TO WP SINGLE TOP PLATE MIN. (4) 8d NAILS. SINGLE 2x TOP PLAT 2x #2 SPF CRIPPLES AT W 16" O.C. W/ SP4 AT TOP ~ AND SP1 AT BASE LSTA30 HEADER TO STUDS U.N.O. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA, FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG 0) mLU M l �t V CL T- 00 LIJ ®® ® cv Y O 4L d%s t., J Z USING 1/2" 0 J -BOLTS J� � '' ®` � �' _ V OR EPDXY ANCHOR @ C) �g p _5 6" FROM EA. END OF W Q BASE PLATE & WALL OPENINGS & 32" O.C. Cj ��� ®° ®®®0®®®•® �` W/ 7" MIN EMBED. & 2" ®® � }0, —� WASHER. AT SLAB O ®®��oiaaaea®®® m UL STEP DOWNS, EMBED. z MUST BE 7" BELOW O STEP U) V > O P.T BASE PLATE Ld N SPA @ BASE OF EA I=- -� • rt:m I-1CNUCK 01..1'1CU. 1 PICIV ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE D H O Z REQ'D. SEE SCHED. FOR BEARING WALL w w U C O NUMBER OF KING AND JACK SCHEDULE FOR w p FASTEN PER PLAN w 0 STUDS REQ'D. MORE INFO. V Z Sw 7777=7 7 'SOU TYPICAL HEADER DETAIL z N Q O ----- 2x4 #2 SYP CONT. w/ (2) LEDGER @ LOW ROOF 1`tK1'CNL)1UULNK I KU%>J O U 4 o0 -- ROOF SHEATHING, J 0 FASTEN PER PLAN w H LO Sw 7777=7 7 'SOU uJ O v Q O ----- 2x4 #2 SYP CONT. w/ (2) 16d COMMON NAILS O m (Dr• EA. STUD OR TRUSS U (n U - o `t MEMBER, TYP. (MAX. Q 24" O.C.). IF MASONRY, Z J W - � I' 7 N 0 E H co USE (2) 1/4" TAPCONS 0 c60 r` °� H Z u? � cs� w/ MIN. 2" EMBED. @ 0 OwZ_ 0< O � ( r c r- Ca O 00 24" O.C. J ---- TRUSS PER PLAN Z Q Q W Z o p_ U) V .J OUJ LU o <QwZ0 o Q 0 (6 '�-- WOOD/MASONRY Z I— LL Z N WALL OR TRUSS, SEE W 1 r' O U N `� PLAN (TRUSS SHOWN) w J LLI Z F- Z 0 F- W 1-1/2"=1'-0" H W F- § § w O w Z W Q D Z p oo w �- TYP. NON -LOAD _ H ; 0 BEARING WALL PER PLAN. STUDS @ 24" _ W W O.C. MAX. STUD w SPACING TO BE = Z REDUCED DOWN TO tW W 16" O.C. MAX. @ H 0 W w , LOCATIONS CARRYING Z Q W d LOADS SUCH AS 0 I— =5 L) a CABINETS OR HEAVY a wFn SHELVING. w W Q = IM U) n Y 0 N Z .�.� CL a BLDG DESIGN: --- \ `- HOLD TOP OF NON-LOAD BEARING STRUCTURAL ENG: MCD ------------___._. DRAFTING: WALL DOWN 1-" BELOW BOTTOM OF -DESIGN: --- MR TRUSS BOTTOM -sTRUCT: CHORD. QC CHECK: CC JOB No. PSQ-2171523 SCALE: AS INDICATED DATE: 09/05/17 SD2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS Cc EA.DIAG. AS SHOW FASTEN ROOF -SHEATHING TO "'`"THING A MINK:1 rr_m PLAN BLOCKS w/8d NAILS WHERE O.H. IS > V-0, DROP END GABLE w/" @ 6" O.C. ROP 11 Qmr-mo @ /-"+ 0 RUN BACK TO :)MMON TRUSS (3) 12d TOENAILS. ECT TO DROP WITH H2.5 CLIP. 1-011 O.H. CONT. 2x4 (5)16d NAILS BRACE I AAIQ 14w_ ')All O.C. TO BLOCKING GABLE END PROVIDE 2x4 BRACE SHEATHING FASTEN TO EA. ADJ. DIAG. PER PLAN FASTEN TO DIAG.w/(2) SPLICE AS REQ'D 16d NAILS. SIMPSON H10A DIAG. TO BLOCKING X GABLE BRACING@ 48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN W SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS 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' GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=11-011 Ot, 01" SC ROOF SHEATHING, ROOF 0 FASTEN <FNC p��O SHPER PLAN EATHING, FASTEN PER PLAN ryo�Qss 0A, 0 2x4 FRAMING @ 24" 2x4 FRAMING @ 24" O.C. MAX. 2x SCAB w/ 10d NAILS O.C. MAX. PROVIDE (4) 1 Od x 3" @ 4" O.C. PROVIDE (4)10d x3" NAILS AT JOINT PER -ENG TRUSSES NAILS AT JOINT PER PLAN 2x SCAB w/ 1 Od NAILS @4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x6 SUB FASCIA PER PLAN 2x6 SUB FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2X4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER O.C. NAILS @ 16' O.C. SEE ELEV. FOR PLAN SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITIONNz.;;r FRAME WALL TYPICAL SCAB OVERHANG 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE NOTE- CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING OC AROUND CURVE. MIN. END 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN HEADER (SEE PLAN) BELOW AND CONNECT w/ HTS20 @ 32" O.C. -------- — 7/16" O.S.B. EA. SIDE ,9kARCM PER ELEV 2x8 W/ (2) 16d TOE 2x BLK'G. TO O.S.B. W/ T (2) - 8d EACH END END VIEW w/ WOOD NAILS EA. END H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER 2x SPF CONT. TRUSS PER PLAN OR CONV. FRAMING W/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF BLOCKING ATTACH TO FINISH PER ARCHSFIN CURVED ROOF TRUSSES PER PLAN OR CURVED 7/16" OSB W/ (2) 8d 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 NAILS DORMER FRAMING IS INSTALLED. 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER MD04 THIS SHEET V 4170 ARCH WINDOW FRAMING DETAILS 3/4"=11-011 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/411 2 1/2" EDGE 1" EDGE 1 1/2" EDGE 10d x 3" COMMON )S_� X 2 1/2" Z z UJ LU 1 1/2" z CV40 C14 04 04 C4 10d x 3" COMMC 10d x 3" COMMON OPP. SIDE _-N 0 z z I I a OD 00 1 Od x 3" COMMC OPP. SIDE (2) 2x4's (2) 24's (2) 2x8's (2) 2x COLUMN fiFO'k TYPICAL BUILT-UP STUD COLUMN DETAIL j 1-1/2"=V-0" 6F0'1"") DORMER FRAMING DETAIL 0 EDGE DISTANCE PEVX 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 _��� 2x BLK'G. TO O.S.B. W/ ,gkARCH PER ELEV, 1�r ROOF SHEATHING FOR STRAP OC (2) - 8d EACH END END VIEW w/ CMU TO TOP CHORDS OF TRUSSES BELOW WHEN HEADER (SEE PLAN) BELOW AND CONNECT w/ HTS20 @ 32" O.C. -------- — 7/16" O.S.B. EA. SIDE ,9kARCM PER ELEV �..� O 2x BLK'G. TO O.S.B. W/ T (2) - 8d EACH END END VIEW w/ WOOD NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/411 2 1/2" EDGE 1" EDGE 1 1/2" EDGE 10d x 3" COMMON )S_� X 2 1/2" Z z UJ LU 1 1/2" z CV40 C14 04 04 C4 10d x 3" COMMC 10d x 3" COMMON OPP. SIDE _-N 0 z z I I a OD 00 1 Od x 3" COMMC OPP. SIDE (2) 2x4's (2) 24's (2) 2x8's (2) 2x COLUMN fiFO'k TYPICAL BUILT-UP STUD COLUMN DETAIL j 1-1/2"=V-0" 6F0'1"") DORMER FRAMING DETAIL 0 EDGE DISTANCE PEVX 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 _��� LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT O ROOF SHEATHING FOR STRAP OC CONT, ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END TO 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 �..� O 2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL <8> DOUBLE TOP PLATE <8>SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONV. FRAMING W/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN CURVED ROOF TRUSSES PER PLAN OR CURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. SP4 DOUBLE TOP PLATE TO EACH CRIPPLE STUD (2) ROWS 12d NAILS STAGGERED @ 12: O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER I I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, Z 0 z 10 IJJ 0 U) W C) W U) Uj 75 CL 2 if, 0) 0 Uj M % 00 Uj z _j LU Cj _j Uj z "P 0 LL 0 ILL z 0 > 0 ce) Ui N U C) < 0 =) 0 z IX z C 2 0 F- Uj . w LL 7:t U J U WO 0 Z C%4 Z _j L11 qj U") LU F_ 0 0 Uj Z IX Mz 0 1 (D t' 0 < j L U 0' 7 tc,-4 Z z 0 Uj- 0 LU co E 06 W F -z �LL 0 LLJ < 0 CY U) 0 Z Q F- 0 (.9 co 0 < 0 0 Z 0 = 2 L:Ij z z F- P W 0 F5 < =) U) < 0 < z 0 0 LLM: j 0 . � (L 0 U) zL L F _: 0� Cq O 0 U04 LJJ W 0 N < LU F_z —0 Wz F<- W (0 W X F_ T_ w 0 LU z 0 U) 5 W 0 z 0) 0 i p 0 _j F- LLF Uj _j 2 W IX =an nip UjCLW z F- IX IX wr Uj < !2 F- V2 LU Wco) IX --) �d U) 0 C4 z F_ 0..N? .F41 BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: -STRUCT: MR I QC CHECK: Cc I JOB No, PSQ-2171523 I SCALE: AS INDICATED I DATE: 09/05117 1 � I 601 �Ix� A 2x4 #2 SYP P.T. 2x4 #2 SPF TRUSS PER PLAN BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION W/ (2) 12d END NAILS TOP PLATE. ATTACH NAILING REQUIREMENTS THIS W/ (2) 1 O NAILS 3" O.C. DETAIL FOR ALL TOP PLATE + TRUSS PER PLAN @EACH END 2x8 #2 SPF VERTICAL CONDITIONS @ TILE ROOF w DTC CLIP, (2) 8d NAILS 0 :5 9 _ 2x4 SYP #2 LEDGER. INTO BLOCKING, (2) TRUSS PER PLAN ROW OF 8d COMMON NAILS @ 3" O.C. Q / 3/16" x 2 3/4" TAPCONS 'A' =NAIL SPACING (4) 10d NAILS FOR SHEATHING PER _ F — 1 T — IF IN CMU. OR SIMPSON w z 1 2O _"�z - Lu META16 @ 24" O.C. 11 DTC CLIP, (2) 8d NAILS II LAY 2x4 BLOCKING @ ° a INTO BLOCKING, (2) ° ` 24" O.C. OVER THE MASONRY WALL OR 3/16" x 2 3/4" TAPCONS .'',p' LINTEL PER PLAN TOP OF THE BOTTOM LINTEL SEE PLAN IN CMU. OR SIMPSON ��: CHORD. ATTACH W/ (2) META16 x 10d NAILS @ EACH INTO TRUSS & (3) 12d NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS TRUSS @ 24" O.C. STD CONDITION @ CMU BEARING CONDITION @ CMU WALL SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d TRANSOM BETWEEN NAILS INTO BLOCKING, NAILS, TOENAILED @ LINTELS TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING SIMPSON H3 CLIP PLATE SD01 TYPICAL SHED ROOF DETAIL PER PLAN TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS • R U O4MJ TAPCONS @ 12" O.C. NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. INTO BLOCKING, (4) 8d SPACED EVENLY NH VERTICALLY SPLICE, SEE SPLICE NAILS INTO TOP PLATE 2x8 w/ (2) 1 Od NAILS @ (2) 16d TOE NAILS EACH VERTICAL ATTACHMENT BY BUILDER DETAIL. MAX 1/8" SO2 HEADER @ POCKET SLIDER w/ TRANSOM BRACE TO LEDGER STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d OPENING 2x4 SYP #2 BLOCKING, SPACE BETWEEN w w F- „ COMMON NAILS @ 3 O.C. DOUBLE NAIL EDGE SPACING III 111 @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10dDOUBLE PANELS Uco cn TOP PLATE PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING END NAILS @ EACH NAILS @ EACH WEB HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & END, III TYP. III II II II a WHEN CLOSURE WALL BOTTOM STUD III EXTERIOR SHEATHING. III 11 II II 2x STUDS BEYOND, SEE PLAN FOR MORE WALL SHEATHING PER IS 3FT OR TALLER - 2x z SHEATHING SPLICE, BETWEEN EXTERIOR a _O f - ATTACH PER PLAN I I I I I II I PLAN SYP#2 BOTTOM a VERTICAL MEMBER IF GABLE END FROM TOP OF WALL CL III — — — BLOCKING REQ'D @ W I— O TO BOTTOM - 2x WALL, SEE PLAN 24 O.C. MIN (2) TRUSS BAYS W/ (3) 12d o U 2x8 #2 SPF STUDS AT TOENAILS EACH END. 16" O.C. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER W W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE EACH STUD I-- PLATE W/ 1/2" x 8" (4)1 Od NAILS@ EA. <, M ANCHOR BOLT OR BLOCKING TO MASONRY WALL OR TITEN HD @ 32" O.C. & 6" FROM EACH END PLATE LINTEL SEE PLAN TRUSS PER PLAN VAULTED CONDITION @ CMU TRUSS PER PLAN (2)1 Od NAILS TO W — BOTTOM CHORD @EACH END OF w BLOCKING 2x4 SYP #2 FLAT (2)1 Od NAILS TO BLOCKING, @ 24" O.C. I CL BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. ®� 4*Q _j z _j V�_ _ BLOCKING J N— w WALL SHEATHING PER p PLAN 2x WALL, SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF. 1/4" x 4" TAPCONS @ 16" O.C. MAX. i I STAGGERED TRANSOM BETWEEN LINTELS LINTEL PER PLAN ! SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 1 Od NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=11-011 COPYRIGHT MCD 2015: The information contained in this do 1/2"=1'-0" -.ument is copyrighted and is the exclusive property of MONTA CONSULTING & D NOTE: PIPE OR DUCT W/ (2) 1 O NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d I� \ NAILS TYP. TOP & BOT. (2) 1 O NAILS @ 3" 0.0 WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION 2x4 WALL BEYOND AGAINST 2x8 STUDS ATTACHED PER (WF08/SD3) ATTACH 2x8 STUDS TO TOP TOP SPLLCE @ PLATE W/ (4) 12d TOE -NAILS DOUBLE 2X4 • " TYPICAL AT ALL LOCATION TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD 7'k TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP 2x4 #2 SPF SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & w/ (2) 16d END NAILS CONNECTION EACH END ++ TOP PLATE. ATTACH NAILING REQUIREMENTS THIS W/ (2) 1 O NAILS 3" O.C. DETAIL FOR ALL TOP PLATE + SPLICE LOCATIONS) 2x8 #2 SPF VERTICAL CONDITIONS @ TILE ROOF w 12 0 :5 9 _ 2x4 SYP #2 LEDGER. @ 24" O.C. w/ EXT. SIMPSON H3 CLIP ROW OF 8d COMMON NAILS @ 3" O.C. Q SHEATHING PER PLAN (2) 1/4" X 4%" SIMPS. 'A' =NAIL SPACING (4) 10d NAILS FOR SHEATHING PER _ F — 1 T — IF CONV. FRAMED w z 1 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" TO GABLE END STUDS °I NAILING SCHEDULE & II + ++ + az�n (4) 12d NAILS EACH 2x4 #2 SYP P.T. @ EA. W TRUSS MEMBER TRUSS w/ (4) 12d NAILS I I II 11 11 SYP #2 LEDGER w/ 1/4" 2x8 w/ (2) 1 Od NAILS @ INTO TRUSS & (3) 12d NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2 EACH VERTICAL TOENAILS INTO OTHER USE (3) SCREWS/ 1/2" TRANSOM BETWEEN TRUSS -_--- -- LINTELS LINTEL PER PLAN O.C. MAX. SLOPE AS REQ'D DESIGNED FOR SIMPSON H3 CLIP 2x6 #2 SYP P.T. CONT. SD01 TYPICAL SHED ROOF DETAIL _ 111 w/ (2) 1/4" x 3 1/2" 111 I I 11 I • R U O4MJ TAPCONS @ 12" O.C. NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. ° SPACED EVENLY 11I VERTICALLY SPLICE, SEE SPLICE 2x6 2x8 w/ (2) 1 Od NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER DETAIL. MAX 1/8" SO2 HEADER @ POCKET SLIDER w/ TRANSOM 1/2"=1'-0" -.ument is copyrighted and is the exclusive property of MONTA CONSULTING & D NOTE: PIPE OR DUCT W/ (2) 1 O NAILS @ 3" O.C. PLATE LENGTHS MUST BE AT PENETRATION OF WITHIN 48" OF SPLICE LEAST 8'-0" LONG. TYP. MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON PSPN516Z W/ (12) 16d I� \ NAILS TYP. TOP & BOT. (2) 1 O NAILS @ 3" 0.0 WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION 2x4 WALL BEYOND AGAINST 2x8 STUDS ATTACHED PER (WF08/SD3) ATTACH 2x8 STUDS TO TOP TOP SPLLCE @ PLATE W/ (4) 12d TOE -NAILS DOUBLE 2X4 • " TYPICAL AT ALL LOCATION TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD 7'k TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" DOUBLE 2x4 TOP NAIL FIELD INSTALLED TOP PLATE PLATE TO FRAME WALL OR PRE PROVIDE 2x4 ON TOP ASSEMBLED WALL PANEL W/ (2) OF 2x8 TO PAD OUT 10d NAILS @ 8" O.C. (FOLLOW TOP PLATE. ATTACH NAILING REQUIREMENTS THIS W/ (2) 1 O NAILS 3" O.C. DETAIL FOR ALL TOP PLATE (SOLID BLOCK W/ 2x6) SPLICE LOCATIONS) TOP SPLICE --"' DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) III I OVERLAP TOP PLATE J AT CORNER \_ NAIL BOTTOM PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 1 O NAILS TOP PLATE CORNER TRANSITION 2x DBL TOP PLATE 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS VJ 4%s" SIMPS. SDS SCREWS @ 16" O.C. MAX.; 3/8„ SHEATHING PER PLAN BEYOND 2 7REQ'D. UPLIFT RESISTANCE: NO OTHER FASTENERS SIMPS. SDS SCREWS @ 16" O.C. MAX.; NAIL SHEATHING AT FRAME WALL BOTTOMPLATE TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2 EXTERIOR WALL/TRUSS EXCEPT AS NOTED N PLANS. USE (3) SCREWS/TAPCONS FOR ALL AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) CONDITIONS @ TILE ROOF w 12 0 :5 9 _ 2x4 SYP #2 LEDGER. � z SIMPSON H3 CLIP ROW OF 8d COMMON NAILS @ 3" O.C. Q SHEATHING PER PLAN (2) 1/4" X 4%" SIMPS. 'A' =NAIL SPACING (4) 10d NAILS FOR — - — _ F — 1 T — IF CONV. FRAMED w z 1 2O NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" TO GABLE END STUDS °I (1) II 6 II II 11 11 SDS SCREWS @ 16" az�n 4'-0" MAX. O.C. W II Z0UNQ I I II 11 11 SYP #2 LEDGER w/ 1/4" °w u- COMMUNITY SPECS NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2 O.C. A USE (3) SCREWS/ 1/2" III Jt__-iI— -_--- -- ROOF TRUSSES @ 24" a=°z� O.C. MAX. @3"O.c. DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL _ 111 111 I I 11 I WALL SHEATHING R U O4MJ 'S NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. ° 11I III 11 II 1 SPLICE, SEE SPLICE 0 WU.N.O.ON PLANS A_q� 1/2" 11I III II I1 11 DETAIL. MAX 1/8" w O STAGGER ALL VERT. PANEL JOINTS & NAIL W/ 8d OPENING 4 SPACE BETWEEN w w F- „ COMMON NAILS @ 3 O.C. DOUBLE NAIL EDGE SPACING III 111 O III II 111 1 I I I I PANELS Uco cn © PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING 3 HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III TYP. III II II II a BOTTOM STUD III AROUND OPENING III 11 II II 2x STUDS BEYOND, SEE PLAN FOR MORE rx "- 0 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ SHEATHING SPLICE, BETWEEN EXTERIOR a _O f - 1I1 I I I I I II I O¢ VERTICAL MEMBER IF GABLE END W CL III — — — III II II I INFO W Z I— O SHEATHING & ,-- YPS11M WALLBOARD (; T 71 71 r IIII I I II IIII II II II � ~ > 0 IIII I I II 1111 II II II o X 0 0 oC/) -- — —--------�0 U_00 — — _ — FLOOR SYSTEM U `� U_ CUT TO FIT 1 2x BOTTOM PLATE OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM F1 EXTERIOR SHEATHING SCHEDULE MERITAGE 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL FOR MORE INFO LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER S0�3H EADER @ POCKET SLIDER SCALE: 3/4"=1'0" 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 1 Od NAILS @ EACH VERTICAL NOTE: 7/16 EXP 1 PLYWOOD / O.S.B. TO BE USED AS UPLIFT RESISTANCE: NO OTHER FASTENERS REQ'D. EXCEPT AS NOTED ON PLANS. SHEATHING SPLICE NOTE: SAME THICKNESS AND STRENGTH AXIS ORIENTATION AS WALL SHEATHING IS REQUIRED BETWEEN STUDS. EXTERIOR SHEATHING TO BE HELD UP 1/8" THUS NOT TO BEAR ON MASONRY OR CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD SHOULD BE MAINTAINED SEE TRUSS PLAN FOR — MORE INFO & CONNECTION LINTEL PER PL POCKET SGD ATTACHMENT BY BUILDER SO HEADER @ POCKET SLIDER BLOCKING JOINT, MAX. 1/8" GAP NAILING PER --� SCHEDULE 2x4 BLOCKING PLACED FLATWISE (2) 16d NAILS EACH END SHEATHING SPLICE DETAIL NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 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) 1 O NAILS @ EACH VERTICAL 11 LC 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X VJ 4%s" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2 EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. USE (3) SCREWS/TAPCONS FOR ALL °�w�- 8 Iz� u CONDITIONS @ TILE ROOF w 12 0 :5 9 SEE PLAN 2x4 SYP #2 LEDGER. W SIMPSON H3 CLIP TO STUDS OR BEAM w/ Q SHEATHING PER PLAN (2) 1/4" X 4%" SIMPS. o U) (4) 10d NAILS FOR SDS SCREWS @ 16" CONV. FRAMED O.C. MAX.; zZZF--�wW o MEMBERS ONLY TO GABLE END STUDS Q (1) w/ (2) 1/4" X 3%2' SIMPS. o SDS SCREWS @ 16" CL 4'-0" MAX. O.C. MAX.; W TO MASONRY w/ 2x4 PT Z0UNQ FASCIA PER SYP #2 LEDGER w/ 1/4" LLJ COMMUNITY SPECS x 2 3/4" TAPCONS @12" Z H O.C. Z USE (3) SCREWS/ 2x4 SYP #2 OR TAPCONS FOR ALL PRE-ENGINEERED CONDITIONS @ TILE ROOF TRUSSES @ 24" ROOF O.C. MAX. W DESIGNED FOR SIMPSON H3 CLIP SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 11 LC VJ Q z Jti ,..,, W J°'Q� L]O w c` i t E WZ~ o H °�w�- 8 Iz� u U) O w Z_0 0 :5 9 iL W HI"OCO� ~ Z c Q W CL o U) �`r00a- U z W W � zZZF--�wW o O O Q (1) ( U� 0 o ~ CL <�pNQa o W U_ Z0UNQ WLJ..� LLJ O Z H J 1'- Z n w F- F_ W LIJ o 00 U W r n .�..�.� F-- _ I- rr) 'S U) U_ O W z O Z Oa, a _O f - W CL o U � Q W I-- W w I CL M ao ®®°� LLIua ®� 4*Q _j z _j V�_ _ J w p W z O O CL 4, of��Jfco N 3j o U zz r. 0� Xz o z U O to p o +- Z 0 c Uj LL r V �, . � 0 O�Q5�0 Z z N ._. z O O H O Op Q .iLU _ F- Low H 0 t� Z© 0 m (r) - 11 LC VJ Q z Jti ,..,, W J°'Q� L]O w c` i t E WZ~ o °�w�- 8 Iz� u U) O w Z_0 0 :5 9 iL W HI"OCO� ~ Z c O W CL o U) �`r00a- U z W W � zZZF--�wW o O Q (1) ( U� 0 o ~ CL <�pNQa o W Z0UNQ WLJ..� LLJ O Z H J 1'- Z n 0 z F- F_ W LIJ o 00 U W r n .�..�.� F-- _ rr) 'S U) 11 LC LU P F- O J U W to W w J = Z W Uj z W CL o U) F- W W � Y m p (1) 0 a ~ CL o W n nt! W o 00 LU P F- O J U W to W �LLI> W J = Z W Uj z W CL o U) F- W W � Y m p (1) 0 N Z ~ CL IBLDG DESIGN: --- STRUCTURAL ENG: MCD I DRAFTING: --^ -DESIGN: -STRUCT: MR 1 QC CHECK: cc JOB No. PSQ-2171523 SCALE: AS INDICATED j 1/2"=1'_0" - - ---- 1/2"=11-011 _ �/ DATE: 09/05/17 =SIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN �y SEE ARCHITECTURAL -' PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING SEE PLAN LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HDWD. HD. HT. _ SEE PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER PLAN FIN. FLR. _. 01-011 GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT, FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS MIN THICKNESS SHALL BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS w/ 8d NAILS AT 16" O.C. TOP AND BOTTOM CHORDS CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO �---- SEE FOUNDATION W Q DETAILS FOR FTG INFO 6_so,,TYPICAL TWO STORY SECTION SCHEDULE 3/4"=1'-0" REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO 3/4" FLOOR SHEATHING SHEATHING PER ATTACHED PER DETAIL WF10/SD4 NAILING SCHEDULE RIBBONS w/ SIMPSON OLID SHEATHING 2x STUDS ,SEE 2x4 #2 SYP BLOCKING BARRIER (FELT PAPER OR SIM IS PROVIDED SIMPSON SP4 w/ (6) 1 O FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SIMPSON LSTA30 yFFT SPACING AND GRADE TOENAILS EACH END \ @ 2x8 STUDS) AND SEE ARCH PLAN ATTACHMENT w/ (2) 12d EPDXY � TO VERIFY SIZE 2x4 #2 SYP ANGLE PLAN 2x BOTTOM PLATE W/ AGAINST TRUSS (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. MORE INFO FLOOR TRUSS MASONRY WALL SEE W/ (3) 12d NAILS EACH 3", THEN RUN DOWN fi—s-okTYPICAL GIRDER COL. CONNECTION REQ'D ON EITHER SIDE OF WALL. IF WF02/ PRE -ENG FLOOR END ATTACH PER NAILING z HEADER - SEE 2ND FACE OF JAMB STUDS/ TRUSS OR FIELD — Q _j d 0 O W v FRAME 2x4 KNEE FLOOR PLAN FOR MIN. HEADER M z WALL, STUDS @ 16" SYS. 42 FLOOR w o HEADER SIZE & REQ'D O.C. W/ (2) 16d NAILS @ TRUSSES @ 24" O.C. �-- BEARING WALL PER_ (2) ROWS 8d NAILS @ „ EACH END SEE (MAX) JAMB STUDS EXTERIOR SHEATHING CONNECTOR 1/2" GYP. CLG BD OR PLAN FOR RIBBON SCHEDULE FOR (2) 5/8" TYPE "X" WHEN FROM TOP OF WALL CONNECTION IN GARAGE TRUSS/BLOCKING c~n (1) ROWS 8d NAILS @ MASONRY WALL PER .' WALL 3" O.C. WALL PLAN SHEATHING TO NOTE: ALL FLOOR NO MOISTURE BOTTOM PLATE TRUSSES TO BE P.T. IF PER PLAN 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER LL 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED w KNEEWALL 6_s_i TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MSTC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION TYPICAL TWO STORY COL. A GIRDER % 3/4"=1'-0" W Q w/(18) 16d x 22' NAILS NOTE:/ SCHEDULE STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS RIBBONS w/ SIMPSON OLID SHEATHING AND SEE ARCH PLAN HEADER BARRIER (FELT PAPER OR SIM IS PROVIDED SIMPSON SP4 w/ (6) 1 O ��<<s x1-1/2" @ 24" O.C. (USE SIMPSON LSTA30 yFFT SP6 @ 2x6 STUDS & STRAP (MAX 10°SP8 \ @ 2x8 STUDS) ANGLE) W/ (22) 10d ATTACHMENT w/ (2) 12d EPDXY � NAILS. BEND STRAP 06 w z _' PLAN PROVIDE SOLID 2x SYP #2 RIBBON (MIN (2) 2x SPF TOP PLATE OVER TOP PLATE MIN. < � SEE DETAIL WS11 FOR COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE U.N.O. ON PLAN 3", THEN RUN DOWN fi—s-okTYPICAL GIRDER COL. CONNECTION REQ'D ON EITHER SIDE OF WALL. IF WF02/ � r ATTACH PER NAILING z HEADER - SEE 2ND FACE OF JAMB STUDS/ SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE — Q _j d 0 O W v CONTINUOUS FROM U) FLOOR PLAN FOR MIN. HEADER M z Z a w o HEADER SIZE & REQ'D Z = z O ry < Lu o o �-- BEARING WALL PER_ (2) ROWS 8d NAILS @ „ PLAN JAMB STUDS EXTERIOR SHEATHING LL SEE PLAN FOR RIBBON SIMPSON HETA16 AT CANTILEVER ATTACH TO EACH FROM TOP OF WALL AT WOOD FRAME TRUSS/BLOCKING c~n NOTE: ALL FLOOR WALL TO BOT. RIBBON, NAIL TRUSSES TO BE P.T. IF I -- SDS @ 6" O.C. Z NO MOISTURE WALL PER PLAN PER PLAN BARRIER (FELT PAPER U) = LL IF HEADER I5 UPSET U w cn 0 �C-4Z AND WINDOW IS N V [� O. LOWER: (1) 2x SILL BLDG DESIGN: --- STRUCTURAL ENG: MCD PLATE w/ (2) 1 Od DRAFTING: -DESIGN: --- W TOENAILS. EXT. HEADER OPENINGS z LESS THAN 4FT:(1) 2x SILL PLATE w/ (2) 10d O TOENAILS. OPENING (2) 2x SILL AT WINDOW W LARGER THAN. 4FT: (2) w/ 2x CRIPPLE STUDS 2x SILL PLATE w/ A35 AT EA. END NAILED TO CLIPS EACH SIDE w/ 2x STUD PACK w/ 10d CRIPPLES @ 16" O.C. NAILS@ 8" O.C. THEN w/ (2) 10d TOENAILS STUDS @ 16" O.C. T&B (PLYWOOD ATTACH SILL w/ (2) 1 Od SHEATHING REQ'D TOE NAILS AT EA. END T&B) OF SILL (MAX OPEN G WIDTH 4'-0" ). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMPSON LSTA30 w/ (11) 1 O TO STUDS ABOVE PLATE U.N.O. �- SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-01" NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 I-- W Q w/(18) 16d x 22' NAILS NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND TRUSSES TO BE P.T. IF TO POST (U.N.O. ON FRAMING PLAN FOR SOLID BETWEEN FRAMING PLAN) & $" \ RIBBONS w/ SIMPSON z AND SEE ARCH PLAN ALL THREAD w/7" MIN. BARRIER (FELT PAPER OR SIM IS PROVIDED U U ♦^ V J EMBEDMENT INTO TIE I4- <n O BEAM USING SIMP. SET \ W ATTACHMENT w/ (2) 12d EPDXY � - FLOOR TRUSS PER 06 w z _' PLAN PROVIDE SOLID 2x SYP #2 RIBBON (MIN BLOCKING BELOW < � SEE DETAIL WS11 FOR COL. EVEN WITHIN MORE INFO FLOOR TRUSS MASONRY WALL SEE Z O r- 0 O m w z �n PLAN FOR MORE INFO fi—s-okTYPICAL GIRDER COL. CONNECTION 2x 2ND FLOOR STUDS SEE PLAN FOR MORE SEE FLOOR FRAMING PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED C FLOOR w/ (14) 1 O NAILS (2) SIMPSON HETA16/: FLOOR TRUSS TO MASONRY WALL EXT. SHEATHING — FLUSH W/ FACE OF MASONRY ATTACHEE PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY MASONRY WALL PER PLAN 3/4"=1'-0" TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE 3 i (1) SIMPSON LSTA30 STRAP W/ (11) 10d TO FLOOR TRUSS SEE STUDS ABOVE PLATE FRAMING PLAN FOR U.N.O. CONNECTION INFO.. FLOOR GIRDER OR BEAM; SEE PLAN TYPICAL GIRDER COL. @ HIGH BEAM (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W/ - (2) 16d NAILS @ 6" O.C. (2) SIMPSON LSTA18 — STRAPS CENTERED @ FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK ATTACH PER NAILING SCHEDULE ATTACH 2x STUDS W/ - (2) 16d NAILS @ 6" O.C. OD WALL OR BEAM BELOW USE >TC40 W/ (36) 16d SINKERS. IF FLOOR 2nd FLOOR CORNER FRAMING ATTACHMENT 3/4"=1'-0" SHEATHING PER DETAIL WF10/SD4 2x STUDS , SEE FRAMING PLAN FOR SPACING AND GRADE AND SEE ARCH PLAN TO VERIFY SIZE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON 1/8" GAP BETWEEN SHEATHING & CMU SEE CONNECTION SCHEDULE S1 TWO STORY PERP. FLOOR CONNECTION 3/4"=1'-0" 3/4"=1'-0" (3) 2x STUDS "'V"J- '�-- (4) 2x STUDS STANDARD CORNER A -A NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS .-- SOLID SHEATHING Cad SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. RIBBON, NAIL PER PLAN (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK w/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 w/(18) 1 O x 22" NAILS TO POST (U.N.O. ON FRAMING PLAN) & I" ALL THREAD w/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY I-- W Q ATTACH PER NAILING NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND TRUSSES TO BE P.T. IF GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN NO MOISTUREm RIBBONS w/ SIMPSON z AND SEE ARCH PLAN A35 EA. END BARRIER (FELT PAPER OR SIM IS PROVIDED U U ♦^ V J i , o r o W � a'IF I4- <n O Q z 0 o w M [,- W ATTACHMENT w/ (2) 12d FRAMING FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION p �' 06 w z _' >> CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING 2x SYP #2 RIBBON (MIN 0¢ u� O ON FLOOR FRAMING. INDICATED BASE STRAPBELOW JAMBS O r ' Z O r- 0 O m w z �n — SHEATHING PER PLAN W REQ'D ON EITHER SIDE OF WALL. IF WF02/ � r ATTACH PER NAILING z ILL SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE — Q _j d 0 O W v CONTINUOUS FROM U) ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z M z Z a w o _! Z = z O ry < Lu o o �-- BEARING WALL PER_ (2) ROWS 8d NAILS @ „ PLAN 3" O.C. TYP. WALL LL SEE PLAN FOR RIBBON SIMPSON HETA16 AT CANTILEVER ATTACH TO EACH MASONRY OR MTS12 AT WOOD FRAME TRUSS/BLOCKING c~n NOTE: ALL FLOOR WALL BELOW USING !"x5" J TRUSSES TO BE P.T. IF I -- SDS @ 6" O.C. Z NO MOISTURE WALL PER PLAN LU BARRIER (FELT PAPER U) = LL 6_si CANTILEVERED FLOOR TRUSS CONNECTION U w cn 0 �C-4Z N V [� O. O BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- W z O W NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS .-- SOLID SHEATHING Cad SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL TO BOT. RIBBON, NAIL PER PLAN (2) 2x SILL AT WINDOW w/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK w/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL w/ (2) 10d TOE NAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 w/(18) 1 O x 22" NAILS TO POST (U.N.O. ON FRAMING PLAN) & I" ALL THREAD w/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY HEADER _ SIMPSON SP4 w/ (6) 1 O W x1-1/2" @ 24" O.C. (USE Sy��r SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) "� X%%11;11181111®� 0, Uj Cf) • (2) 2x SPF TOP PLATE®® U.N.O. ON PLAN C], r ®®®® ®r®®� 00 Uj HEADER - SEE 2ND z /- FLOOR PLAN FOR MIN. ce= % HEADER SIZE & REQ'D `� U JAMB STUDS A�QvQ IF HEADER IS UPSET LL� �' �®�®®� AND WINDOW IS O ��®®�9�IIwAA®�®®.,,� LOWER: (1) 2x SILL U) PLATE w/ (2) 10d O l TOENAILS. EXT. U) V HEADER OPENINGS O LESS THAN 4FT:(1) 2x • SILL PLATE w/ (2) 10d a- TOENAILS. OPENING F--�1 yf�� N LARGER THAN 4FT: (2) U 30 0 2x SILL PLATE w/ A35 r CLIPS EACH SIDE w/ 2x � =M O z CRIPPLES @ 16" O.C: w F�-�U p o w/ (2) 10d TOENAILS p T&B (PLYWOOD p O 4 SHEATHING REQ'D Uj T&B) w0 �✓ Z "`09� U ` SEPARATE SHEATHING z N �y4 UNDER WINDOW O z o� O �-� 6 0 Q m Op w w c Z n Hw \ F-- 0 2x TOP & BOT. O RIBBONS, CONT. w O U Z ATTACH PER NAILING NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND TRUSSES TO BE P.T. IF GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN NO MOISTUREm RIBBONS w/ SIMPSON z AND SEE ARCH PLAN A35 EA. END BARRIER (FELT PAPER OR SIM IS PROVIDED U U ♦^ V J i , o r o W � a'IF I4- <n SEE FRAMING PLAN FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR Q z 0 o w M [,- W ATTACHMENT w/ (2) 12d FRAMING FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION p �' 06 w z _' >> CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING 2x SYP #2 RIBBON (MIN 0¢ u� O ON FLOOR FRAMING. INDICATED BASE STRAPBELOW JAMBS O r ' Z O r- 0 O m w z �n — SHEATHING PER PLAN W REQ'D ON EITHER SIDE OF WALL. IF WF02/ � r ATTACH PER NAILING z SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE — Q _j d 0 O W v CONTINUOUS FROM U) ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z M z Z a F- o _! Z = z O ry < Lu o o �-- BEARING WALL PER_ (2) ROWS 8d NAILS @ „ PLAN 3" O.C. TYP. WALL LL SEE PLAN FOR RIBBON SIMPSON HETA16 AT CANTILEVER ATTACH TO EACH MASONRY OR MTS12 AT WOOD FRAME TRUSS/BLOCKING c~n NOTE: ALL FLOOR WALL BELOW USING !"x5" J TRUSSES TO BE P.T. IF MASONRY OR FRAME SDS @ 6" O.C. Z NO MOISTURE WALL PER PLAN LU BARRIER (FELT PAPER U) = LL 6_si CANTILEVERED FLOOR TRUSS CONNECTION U W m p cn 0 �C-4Z N V [� O. BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR W Q HEADER _ SIMPSON SP4 w/ (6) 1 O W x1-1/2" @ 24" O.C. (USE Sy��r SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) "� X%%11;11181111®� 0, Uj Cf) • (2) 2x SPF TOP PLATE®® U.N.O. ON PLAN C], r ®®®® ®r®®� 00 Uj HEADER - SEE 2ND z /- FLOOR PLAN FOR MIN. ce= % HEADER SIZE & REQ'D `� U JAMB STUDS A�QvQ IF HEADER IS UPSET LL� �' �®�®®� AND WINDOW IS O ��®®�9�IIwAA®�®®.,,� LOWER: (1) 2x SILL U) PLATE w/ (2) 10d O l TOENAILS. EXT. U) V HEADER OPENINGS O LESS THAN 4FT:(1) 2x • SILL PLATE w/ (2) 10d a- TOENAILS. OPENING F--�1 yf�� N LARGER THAN 4FT: (2) U 30 0 2x SILL PLATE w/ A35 r CLIPS EACH SIDE w/ 2x � =M O z CRIPPLES @ 16" O.C: w F�-�U p o w/ (2) 10d TOENAILS p T&B (PLYWOOD p O 4 SHEATHING REQ'D Uj T&B) w0 �✓ Z "`09� U ` SEPARATE SHEATHING z N �y4 UNDER WINDOW O z o� O �-� 6 0 Q m Op w w c Z n Hw \ F-- 0 2x TOP & BOT. O RIBBONS, CONT. w O 3/4" FLOOR SHEATHING NOTE: ALL FLOOR Z ATTACH PER NAILING NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND TRUSSES TO BE P.T. IF GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN NO MOISTUREm RIBBONS w/ SIMPSON z AND SEE ARCH PLAN A35 EA. END BARRIER (FELT PAPER OR SIM IS PROVIDED U U ♦^ V J i , o r o W � a'IF I4- <n SEE FRAMING PLAN FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR Q z 0 o w M [,- W ATTACHMENT w/ (2) 12d FRAMING FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION p �' 06 w z _' >> CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING 2x SYP #2 RIBBON (MIN 0¢ u� ON FLOOR FRAMING. INDICATED BASE STRAPBELOW JAMBS O r ' Z O r- 0 O m w z �n — SHEATHING PER PLAN W REQ'D ON EITHER SIDE OF WALL. IF WF02/ � r ATTACH PER NAILING z SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE — Q _j d 0 O W v CONTINUOUS FROM U) ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z M z Z fi—S-6kHEADER CONNECTION @ 2nd FLOOR o _! Z = z O ry < Lu o o 3/4" FLOOR SHEATHING SHEATHING PER PLAN ATTACHED PER ATTACH PER NAILING NAILING SCHEDULE SCHEDULE UNDER WINDOWS AND 2x STUDS , SEE GIRDERS: BLOCK FRAMING PLAN FOR SOLID BETWEEN SPACING AND GRADE RIBBONS w/ SIMPSON ILLI AND SEE ARCH PLAN A35 EA. END z TO VERIFY SIZE 2x BLOCKING FOR I4- <n 2x BOTTOM PLATE W/ SHEATHING/ DRYWALL W ATTACHMENT w/ (2) 12d H (2) 12d @ 12" O.C. TOENAILS EA. END >> U) 2x SYP #2 RIBBON (MIN O 2x4) TO TRUSS w/ (4) — SHEATHING PER PLAN W 16d NAILS; BOTTOM ATTACH PER NAILING z RIBBON TO BE PT IF Q 0 CONTINUOUS FROM U) BRG DIRECTLY ON TOP OF TOP PLATE TO p Z CMU O H �-- BEARING WALL PER_ (2) ROWS 8d NAILS @ „ PLAN 3" O.C. TYP. WALL SHEATHING TO EA. SEE PLAN FOR RIBBON SIMPSON HETA16 AT CANTILEVER ATTACH TO EACH MASONRY OR MTS12 AT WOOD FRAME TRUSS/BLOCKING c~n NOTE: ALL FLOOR WALL BELOW USING !"x5" J TRUSSES TO BE P.T. IF MASONRY OR FRAME SDS @ 6" O.C. Z NO MOISTURE WALL PER PLAN LU BARRIER (FELT PAPER U) OR SIM) IS PROVIDED 6_si CANTILEVERED FLOOR TRUSS CONNECTION 3/411=1t_011 GIRDER TRUS PLAN (2)2x4 SYP#2 BLOCKING BE' EA. TRUSS. Al EACH END TO USING (4)16d TOE -NAILS SEE TRUSS U FOR HANGER 3/4"=1"-0"" - Q 3 0 v� 4 d z I u-Q�N� Oov�¢ W W ILLI J Z z I— W I4- <n I j rn V .. W H _ >> U) O — SHEATHING PER PLAN W ATTACH PER NAILING z SCHEDULE, 0 Q 0 CONTINUOUS FROM U) TOP OF TOP PLATE TO p Z BOTTOM PLATE. v_i O H �-- BEARING WALL PER_ O „ PLAN ; w �- BOTTOM PLATE W UJ ATTACH TO EACH 0 W TRUSS/BLOCKING c~n c = W BELOW USING !"x5" J ) SCREWS SDS @ 6" O.C. Z W d LU V U) V 0 Q U W m p cn 0 �C-4Z N [� O. BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR TRUSS PER PLAN --------- -_ QC CHECK: CC FLOOR TRUSS TO GIRDER CONNECTION JOB NoPSQ-2171623 SCALE AS INDICATED COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. DATE: 09/05/17 Juo IN (2) 2x SYP #2 COLLIN ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4")( 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS '-'""'^'-" "" OTHERS LEDGER AT GIRDER ALIGN 2ND FLO STUDS w/ 1ST F STUDS 2x BEARING WAL PLAN (2) 2x SPF#2 BAS PLATE. ATTACH' W/ (2) 16d NAILS TRUSS, THEN AT 2ND PLY W/ (2) 11 @ 12" O.C. SIMPSON CS18 P WF16/SD6 (2) 2x TOP PLATE SEE PLAN FOR BEARING WALL REQUIREMENTS SECTION @ 2 -STORY BRG. 2x4 NAILER W/ (2) 16d NAILS @ 16" O.C. 2x4 STUDS @ 16" O.C. 1/2" GYP, BOARD —� SIMPSON H10A @ EACH DIAGONAL BRACE CS18 EA. STUD ABOVE TO STUD BELOW W/ 12" END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE, — ATTACH TO DOUBLE TOP PLATE W/ (2) 1/4" x 4-1/2" SDS SCREWS @ 12" O.C., STAGGER ROWS 6" PLAN Z PLAN 1-1/2"=1'-0" EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION ATTACH TRUSS TO BEARING WALL USING SIMPSON H10A U.N.O. 2x BEARING WALL --�_ WITH ROOF LOAD REFER TO BEARING WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE ANCHORS 9FABRACING @ 2 STORY FRAME WALL 3/4"=1'-0" SHEAT( 2nd STI BOTTO ATTAC SCHED EXTERIOR SHEATHS"'^ 2x8 #2 SYP P.T. SILL FROM TOP OF WALL EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" TO BOTTOM OF SILL O.C. - SEE FRAMING SCHEDULE PLATE ATTACH PER GIRDER BELOW 2x4 BLOCKING NAILING SCHEDULE BETWEEN STUDS W/ IS CONT. BRG ON TRUSS STRAPO.C. ROOF SHEATHING — IMPSON H2.5 EA. I ATTACH PER NAILING RUSS SEE LD02/SD2 FOR SCHEDULE II BLOCKING BELOW. ROOF SHEATHING -----_ 32" O.C. MAX W/ PRE-ENGINEERED — I ATTACH PER NAILING NOT REQ'D IF STUD IS TRUSS PER PLAN I° AL 2x6 #2 SYP CONT. I MASONRY WALL AND CONNECTED w/ MTS12 PLATE w/ 1/2" J -BOLT CONNECTION: USE 1/2" LEDGER W/ (2) %4'x3-1/2" OR EPDXY ANCHOR I SDS WOOD SCREWS @ _ ALL THREAD ROD W/7" °` 16" O.C. MAX. & 3" CONTINUOUS TO BASE MIN. EMBED USING EMBED. @ 32" O.C. & 3" EA. END - USE PLATE, SP8 TOP AND 'FROM ' (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY USS. VERIFY W/ NRUSSSHOP I TRUSS iA (2) 2x4 #2 SYP C.M.U. WALL PER PLAN (DRAWINGS � SEE ARCHS FOR 2x8 SYP #2 LEDGER W/ 1x PT NAILER AS REQ'D MIN. (4) 16d NAILS TO MIN. (4) 16d NAILS TO INTERIOR FINISH EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER IDE OF G.T. USE (4) 2x BRG WALL W/ SIMPSON PLAN 1S6d NAILS) D03 LEDGER 0- OPEN TO BELOW LSTA18 OR MTS12 MAY BE 2x8 #2 SYP P.T. SILL (2) 2x BASE PLATE w/ EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. GIRDER BELOW 2x4 BLOCKING TO BOTTOM OF SILL BETWEEN STUDS W/ IS CONT. BRG ON TRUSS STRAPO.C. (2) 12d TOE NAILS PLATE ATTACH PER EACH END �r7 SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL (2) 2x BASE PLATE w/ @ SP1 @ BASE. LSTA18 OR MTS12 LSTA18 STRAPS ARE PLATE W/ 1/2" J -BOLT MAY BE USED @ BASE.(WHEN WALL EXT. FINISH PER GIRDER BELOW USE SIMPSON TO BOTTOM OF SILL W/ MIN. 7" EMBED. @ 6" IS CONT. BRG ON TRUSS STRAPO.C. PLATE ATTACH PER MTS12 OR LSTA18 TO FROM EACH END & @ STUDS w/ LSTA18 @ 16" O.C. TO NAILS AND (5) 1/4"x2 BLOCKING BELOW. ROOF SHEATHING -----_ 32" O.C. MAX W/ TRUSS BELOW) I ATTACH PER NAILING NOT REQ'D IF STUD IS RUSS WASHER. ALTERNATE AL 2x8 #2 SYP P.T. SILL MASONRY WALL AND CONNECTED w/ MTS12 PLATE w/ 1/2" J -BOLT CONNECTION: USE 1/2" 3/4" FLOOR SHEATHING ATTACHED OR EPDXY ANCHOR TRUSS PER PLAN OR LSTA18 IF SHEATHING IS NOT ALL THREAD ROD W/7" °` PREFERED) W/ MIN. 7" CONTINUOUS TO BASE MIN. EMBED USING EMBED. @ 32" O.C. & 3" LCESS LEDGER INTO ° ° PLATE, SP8 TOP AND SIMPSON SET -XP EXTERIOR FLAT STRAP. MRUSS. VERIFY W/ BOTTOM ARE REQ'D EPDXY @ 6" FROM SSSHOP PLAN EACH END & @ 32" O.C. ° °.: (2) 2x4 #2 SYP C.M.U. WALL PER PLAN MAX W/ WASHER SEE ARCHS FOR 1x PT NAILER AS REQ'D MIN. (4) 16d NAILS TO va INTERIOR FINISH ArV`F1 SECTION @ OPEN TO ABOVE CONT. #5 IN TIE BEAM BLOCKING w/ SIMPSON LEDGER 2x BRG WALL W/ SIMPSON PLAN SP2 @TOP &SP1 @BASE. 2x BLOCKING W/ (2) 12d LSTA18 OR MTS12 MAY BE O.S.B. XD04 LEDGER @ LOW ROOF TOENAILS EACH END USED @ BASE "F1TYPICAL CONNECTION @ GIRDER OR BEAM 2x BASE PLATE W/ (2) EXTERIOR SHEATHING -�►-- BOTTO 12d NAILS @ 12" O.C. ATTACH PER NAILING TRUSSES @ 24" O.C. 3/4" FLOOR SHEATHING SCHEDULE NAILS. UNDER PER PLAN ATTACHED PER WINDOW JAMBS ONLY WATERPROOFING AND FL FLOOR FLX NAILING SCHEDULE (2) 2x4 #2 SYP 3 TRUSS ANCHOR (SEE PLAN FOR CONNECTIONS (IF ° SDS S BLOCKING w/ SIMPSON TRUSS IS CONT. BRG ON ROOF SHEATHING MASONRY USE HETA16/20 @ 24" HUC24-2 EACH END, (2) 2x4 NAILING SCHEDULE O.C. OR ON WOOD USE HGA OR WOOD WALL PER USE (4) 10d & (2) 10d (2) 2x HEADER SEE CLIPS @ 24" O.C,) PLAN PLAN FOR MORE INFO NAILS. UNDER S1 SECTION @ COMBO TRUSS & CONNECTIONS see PLAN WINDOW JAMBS USE (2) 2x6 w/ HUC26-2. FLOOR TRUSS PER PLAN LOW ROOF TRUSS SEE MASONRY (SHOWN) TRUSS PLAN FOR OR WOOD WALL PER CONNECTIONS PLAN ESJ SECTION @ RAISED HEEL TRUSS 1/2"=10-011 2x BRG WALL W/ SIMPSON SP2 TOP 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %" J -BOLT OR EPDXY ANCHOR (J -BOLT PREFERED) @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN (2) 2x BASE PLATE w/ @ SP1 @ BASE. LSTA18 OR MTS12 LSTA18 STRAPS ARE (2) 12d NAILS @ 12"& MAY BE USED @ BASE.(WHEN WALL EXT. FINISH PER GIRDER BELOW USE SIMPSON TO BOTTOM OF SILL MSTAM24 EA. SIDE OF IS CONT. BRG ON TRUSS STRAPO.C. PLATE ATTACH PER MTS12 OR LSTA18 TO BELOW W/ (9) 10d STUDS w/ LSTA18 @ 16" O.C. TO NAILS AND (5) 1/4"x2 BLOCKING BELOW. ROOF SHEATHING -----_ 3/4" TAPCONS PER TRUSS BELOW) I ATTACH PER NAILING NOT REQ'D IF STUD IS RUSS STRAP BETWEEN SCHEDULE 2x8 #2 SYP P.T. SILL MASONRY WALL AND CONNECTED w/ MTS12 PLATE w/ 1/2" J -BOLT FRAME WALL 3/4" FLOOR SHEATHING ATTACHED OR EPDXY ANCHOR TRUSS PER PLAN OR LSTA18 W-7-71 I2x6 SIMPSON WTT4 AT PER NAILING SCHEDULE PREFERED) W/ MIN. 7" #2 SYP CONT. 2x BLOCKING W/ (2) 12d EMBED. @ 32" O.C. & 3" LCESS LEDGER INTO ° ° LEDGER W/ (2) %"x3-1/2" I SDS WOOD SCREWS @ FLOOR TRUSS PER EXTERIOR FLAT STRAP. MRUSS. VERIFY W/ TOENAILS EACH END LUS26-2 FOR 2PLY TRUSS SSSHOP PLAN OVERLAP' BOTTOM (2) 2x4 #2 SYP SCREWS FOR 24" O.C. I / 2x8 SYP #2 LEDGER W/ --/ SEE ARCHS FOR 1x PT NAILER AS REQ'D MIN. (4) 16d NAILS TO va INTERIOR FINISH EA. TRUSS, 24" O.C. CONT. #5 IN TIE BEAM BLOCKING w/ SIMPSON LEDGER EA. SIDE G.T..`USE PLAN EXT. FINISH PER S� EE PLAN O.S.B. XD04 LEDGER @ LOW ROOF HUC24-2 EACH END, DETAILS "F1TYPICAL CONNECTION @ GIRDER OR BEAM -�►-- BOTTO PRE ENGINEERED USE (4) 10d & (2) 1.0d TRUSSES @ 24" O.C. (MIN.) IN,) NAILS. UNDER PER PLAN SEE ARCHS FOR ROOF WINDOW JAMBS ONLY WATERPROOFING AND FL FLOOR FLX LOW ROOF TRUSS SEE TRUSS 3 TRUSS ANCHOR (SEE PLAN FOR CONNECTIONS (IF ° SDS S TRUSS IS CONT. BRG ON ROOF SHEATHING MASONRY USE HETA16/20 @ 24" MASONRY (SHOWN) (2) 2x4 NAILING SCHEDULE O.C. OR ON WOOD USE HGA OR WOOD WALL PER (2) 2x HEADER SEE CLIPS @ 24" O.C,) PLAN PLAN FOR MORE INFO S1 SECTION @ COMBO TRUSS 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %" J -BOLT OR EPDXY ANCHOR (J -BOLT PREFERED) @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN 2x8's MIN. SPF #2 @ 16" - FOR LOCATION EXTERIOR SHEATHING --., LSTA18 STRAPS ARE BLOCKING (U.N.O.) FROM TOP OF WALL EXT. FINISH PER GIRDER BELOW IF WALL SHEATHING IS TO BOTTOM OF SILL MSTAM24 EA. SIDE OF STOPPED BELOW PLATE ATTACH PER ROOF LINE BELOW W/ (9) 10d NAILING SCHEDULE NAILS AND (5) 1/4"x2 @ 24" O.C. TO FLOOR ROOF SHEATHING -----_ 3/4" TAPCONS PER IMPSON H2.5 EA. I ATTACH PER NAILING ° ° RUSS STRAP BETWEEN SCHEDULE 2x8 #2 SYP P.T. SILL MASONRY WALL AND IPRE-ENGINEERED PLATE w/ 1/2" J -BOLT FRAME WALL I °I OR EPDXY ANCHOR TRUSS PER PLAN W-7-71 I2x6 SIMPSON WTT4 AT PREFERED) W/ MIN. 7" #2 SYP CONT. EMBED. @ 32" O.C. & 3" LCESS LEDGER INTO ° ° LEDGER W/ (2) %"x3-1/2" I SDS WOOD SCREWS @ SIMPSON LUS26. USE EXTERIOR FLAT STRAP. MRUSS. VERIFY W/ 16" O.C. MAX. & 3" LUS26-2 FOR 2PLY TRUSS SSSHOP FROM EA. END - USE (3) I OVERLAP' BOTTOM (DRAWINGS SCREWS FOR 24" O.C. I / 2x8 SYP #2 LEDGER W/ --/ SEE ARCHS FOR 1x PT NAILER AS REQ'D MIN. (4) 16d NAILS TO va INTERIOR FINISH EA. TRUSS, 24" O.C. CONT. #5 IN TIE BEAM OPT. TRUSS RECESS LEDGER EA. SIDE G.T..`USE PLAN EXT. FINISH PER (4) 16d NAI(AT LS) CONNECTION XD04 LEDGER @ LOW ROOF fiFO'WALL SPLICE DETAILS "F1TYPICAL CONNECTION @ GIRDER OR BEAM 2x8's MIN. SPF #2 @ 16" - FOR LOCATION O.C. MAX W/ MID POINT LSTA18 STRAPS ARE BLOCKING (U.N.O.) REQ'D FROM STUDS TO EXT. FINISH PER GIRDER BELOW IF WALL SHEATHING IS ARCHS MSTAM24 EA. SIDE OF STOPPED BELOW EA. STUD TO WALL ROOF LINE BELOW W/ (9) 10d 2x BASE PLATE W/ 12d NAILS AND (5) 1/4"x2 @ 24" O.C. TO FLOOR SHEATHING PER PLAN 3/4" TAPCONS PER SYSTEM BELOW ATTACH PER NAILING STRAP;CENTER ° ° SCHEDULE STRAP BETWEEN ° ° 2x8 #2 SYP P.T. SILL MASONRY WALL AND PLATE w/ 1/2" J -BOLT FRAME WALL ° ° OR EPDXY ANCHOR CONTRACTOR MAY USE BOLT (J -BOLT SIMPSON WTT4 AT PREFERED) W/ MIN. 7" WINDOW JAMB STUDS EMBED. @ 32" O.C. & 3" INSTEAD OF INDICATED FROM EA.END EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP SHEATHING TO IS STILL REQUIRED AT OVERLAP' BOTTOM JAMB STUD CONDITION SEE PLAN FOR PLATE 1 1/4" (MIN.) SEE ARCHS FOR 1x PT NAILER AS REQ'D FURRING AND va INTERIOR FINISH CONT. #5 IN TIE BEAM MASONRY WALL PER ; PLAN EXT. FINISH PER SEE TRUSS LAYOUT CONNECTION ARCHS fiFO'WALL SPLICE DETAILS "F1TYPICAL CONNECTION @ GIRDER OR BEAM PRE ENGINEERED 12 TRUSSES @ 24" O.C. MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE ° PLAN) ROOF SHEATHING ATTACHED PER (2) 2x TOP PLATE — 0. H. NAILING SCHEDULE PER ELEV. (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING & CONNECTIONS FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO IF WALL WINDOW SEE PLAN FOR LOCATION SHEATHING ISN'T CONT. LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO TOENAILS EACH SIDE GIRDER BELOW IF WALL SHEATHING IS SEE LD02/SD2 FOR STOPPED BELOW MORE INFO IF ROOF LINE TRUSSES ARE 2x BASE PLATE W/ 12d PARALLEL TO WALL @ 24" O.C. TO FLOOR ROOF SHEATHING SYSTEM BELOW ATTACHED PER NAILING SCHEDULE PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO L _ J _ FLOOR GIRDER SEE PLAN FOR SEE TRUSS LAYOUT CONNECTION FOR TRUSS LOCATION & CONNECTION INFO "F1TYPICAL CONNECTION @ GIRDER OR BEAM WALL & WALL OPENINGS @ 32"o.c. \, U J KINGS # OF STUDS TO MATCH MAX. W/ 7 MIN. EMBEDMENT & BETWEEN FLOORS WASHER SEE BEARING WALL SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF 4'-2" ATTACH TOP PLATE TO WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO T SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTC HEADER 2 STORY INTERIOR BEARING WALL (2.) 2x SPF TOP 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2nd STORY WALL PER PLAN •A : FLOOR TRUSS; SEE FRAMING PLAN FOR DIRECTION AND CONNECTION DETAIL MASONRY WALL PER PLAN BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS -SP4 TOP & BOTTOM OF EA, STUD U.N.O. --SIMPSON CS18 STUDS ABOVE TO HEADER BELOW -1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2 WASHER TOP & BOTTOM I\ / 1/2"=1'-0" ( O/°+ _ I -v I 1"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited Uj Q t� O U_ w F- U_ O coZ W 0 CL f -- W LL Z o U Q W S=am W W w .J a O °i U p ��1l1Ii✓1�®y�® �' Q. � z .° ✓elf p = IY � ®• � Q U W �. • c 6• ® p J u.i co 0 Z 12 O �. 1 > V O O �tF, M �� C ❑ U 3J o �H Z p a O Q W`' - LL. Z N 9 �. O Z O �' Q O UH Op Lu w� HU) =w 1- ❑ 0 C7 z ❑ J m z O 0 Q ' LU r. p o�wZc~n_8 w H Z - LL d OZ'UI—DUoo= IL O wZto vai �dOOR's ❑ = 4-' Zo 0 r L) 01Xp 03: Z I-1"NJ p o°�N< ❑ F— LLIW LU N _ _I— O ❑ w z 0 U) Q O LU Z U) © oo LIJ Q ~O 11 > J W J IL U) OQW _j = Z 0) Q Uj 0 W z �Wa LIJ U CY IY 4 LU W 0 a = W p cvl Z O) BLDG DESIGN: --- STRUCTURAL ENG: MCD ------------ -DESIGN: _ ..._. ---- DRAFTING: -DESIGN: -- STRUCT: MR QC CHECK: CC I JOB No. PSQ-2171523 I SCALE: AS INDICATED DATE: 09/05/17 1 SD6 MIN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER --- ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) Cj C 6" MIN. re STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 16" O.C. LANDING PER MAX SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: H U210 -2/H U C210-2 W1 (18)16d NAILS TO LEDGER/SUPPORT AND (10) 1 Od NAILS TO (2)2x12 SIMPSON A35 SYP#2 HEADER CONNECTIONS MASONRY: H U210 -2/H UC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU MASONRY WALL OR AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER 13-13 CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2X4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. NOT USED V21' HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) STANDARD (3) 2X12 MIN. (3) 2x SYP #2 12'-0" OR LESS (2) 2x12 STRINGERS W/SIMPSON I STUDS REQ'D @ END �W, PUN T UrMN1F4 %3 A34 CLIP TO OF LANDING W/ MIN. 6) 1 (6) FLOOR SYSTEM 16d NAILS FROM —.VA- )ER (2)2x12 SYP#2 HEADER NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. TO BUILT-UP STUD ATTACH 2x6 VERTICAL (ATTACH TOP PLAT COLUMN A z LINE P 2xJ IST IN LINE WITH MIDDLE STANDARD (3)2x12 2x12 STRINGER TO BE SYP#2 STRINGERS W1 PENDING LANDING UTILIZED AS BLOCKING SIMPSON A35 / A34 DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" SDS WOOD SCREWS TOE NAILS CLIP TO FLOOR MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING 0 z @ LANDING @ 16"O.C. FRAMING EQUALLY 25 W1 SIMPSON A35 OR 0 Z :5 LL LUS26 HANGER ON LAYOUT. HEADER WITHIN SUPPORT EACH SIDE MID J SPAN BLOCKING < (2) 2x12 SYP#2 BEAM TO MATCH JOIST w PER SCHEDULE REQ'D DEPTH W/ (3) 10d TRUSS TO OUTSIDE @ END OF LANDING TOENAILS EACH END01 24" O.C. EVERY OT FOR STRINGERS TO REQUIRED. SEE PLAN CONNECT TO. BEAM ATTACH TOP PLATE TO _j TO BEAR DIRECTLY ON MIN. 2x8 SYP#2 JOIST (P.T. IF BUILT UP COLUMNS ATTACHING TO MASONRY BELOW OR WALL) CONT. LEDGER w/ (3) ALTERNATE HANGER SEE TABLE FOR MAX. w 16d NAILS @ 16" O.C. MAX. @ RIGHT OF THIS WIDTH OF LANDING TO EACH STUD. ((2) 1/4" x 3 DETAIL HEADER AND 1/4" TAPCONS @ 16" O.C. A -A PLAN VIEW @ 90 DEGREE TURN LANDING MAX. FOR MASONRY WALL) MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING ON EACH SIDE AND W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH PLAN FOR DEPTH. 3/4" PLYWOOD OR OSB FROM (2)2xl2 SYP#2 OF LANDING L SHEATHING OVER HEADER TO BUILT UP LANDING ATTACHED STUD COLUMN I r ATTACH W/ (2) 12d PER GENERAL FLOOR W CONSTRUCTION OPTIONAL (2)2x12 SYP#2 NOTES ATTACHMENT TO INFORMATION. CMU/LEDGER IN LIEU OF W W BUILT UP COLUMN LL MID SPAN BLOCKING WOOD: TO MATCH JOIST HU210-2/HUC210-2 W1 NAILS TO A34 @ EA. STRINGER 0 DEPTH W/ (3) 10d (18) 1 6d K TOENAILS EACH END LEDGER/SUPPORT AND a M 0 (10) 1 Od NAILS TO (2)2x12 0 z U-5 2x4 #2 SPF STUDS @ SYP#2 HEADER I LU LL �x MASONRY: _j 0 2x4 SILL PLATE W/ HU210-2/HUC210-2 W1 (18) 1/4"x3-1/4" TAPCONS Uj w 9 TO CMU AND (10) 10d 71— Uj (0 (L NAILS TO (2)2x12 SYP#2 24" O.C. W/ (2) 12d SEE PLAN FOR HEADER 0 NOTCH FLOOR MASONRY WALL OR 16d NAIL EA. WOOD WALL STANDARD (3) 2X12 f SYP #2 STRINGERS W/ B 2x JOIST (P.T. IF SIMPSON A34 / A35 TOENAILS BOTTOM 0 CLIP TO FLOOR SHEATHING TO ACCOMMODATE 2x SYSTEM & LANDING 2x ATTACHED TO FRAMING ATTACHING TO MASONRY WALL) CONT LEDGER W/ MIN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER --- ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) Cj C 6" MIN. re STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN. 2x8 SYP#2 JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES BEAM @ END OF 16" O.C. LANDING PER MAX SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: H U210 -2/H U C210-2 W1 (18)16d NAILS TO LEDGER/SUPPORT AND (10) 1 Od NAILS TO (2)2x12 SIMPSON A35 SYP#2 HEADER CONNECTIONS MASONRY: H U210 -2/H UC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU MASONRY WALL OR AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER 13-13 CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2X4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. NOT USED V21' 2x4 #2 SPF STUDS ALTERNATE HANGER @ (3) 16d TOENAILS k SEE ARCH PLAN 6 2x4 CONT, TOP PLATE 2x6 VERTICAL @ -0" @ 24" O.C. RIGHT OF THIS DETAIL MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O.C. MIN. AND @ ANY 1z A -A PLAN VIEW @ 180 DEGREE TURN LANDING. SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS #I A35 0 EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH] OF LANDING 12'-0" OR LESS (2) 2x12 2x8 91-01f �W, PUN T UrMN1F4 %3 2X4 CONT. TOP PLA 0 —.VA- NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. ATTACH 2x6 VERTICAL (ATTACH TOP PLAT cn z 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO TO STUDS W/ (2) 16 0 PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" SDS WOOD SCREWS TOE NAILS HEIGHT AND PLAN N.T.S. EQUALLY LAYOUT. HEADER WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS WALL COULD BE 0 TRUSS TO OUTSIDE 24" O.C. EVERY OT REQUIRED. SEE PLAN ATTACH TOP PLATE TO _j FACE OF TRUSS STUD TO BE FOR REQUIRED STUDS W/ (2) 16d TOE �111 �J2 U_ w ATTACHED TO TRU 2x12 STRINGERS ONE HEADER AND NAILS Uj BELOW (OTHERWIS ON EACH SIDE AND SUPPORT 1A SEE ARCH PLAN ATTACH W/ (2) 12d ONE @ MID -SPAN W INFORMATION. W W MAX. 4'-0" ABOVE FLOOR LL TOENAILS @ BOTT A34 @ EA. STRINGER _j a. O M 0 0) Uj c1r) E 2x4 #2 SPF STUDS @ X I 00 00 O's +V, epy`y, W �x 2x4 #2 SPF STUDS ALTERNATE HANGER @ (3) 16d TOENAILS k SEE ARCH PLAN 6 2x4 CONT, TOP PLATE 2x6 VERTICAL @ -0" @ 24" O.C. RIGHT OF THIS DETAIL MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O.C. MIN. AND @ ANY 1z A -A PLAN VIEW @ 180 DEGREE TURN LANDING. SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS #I A35 0 EA. STRINGER BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH] OF LANDING 12'-0" OR LESS (2) 2x12 2x8 91-01f STUDS W/ (2) 16d TOE OPENING W/IN X X NAILS HANDRAIL NOTCH SILL PLATE 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ KNEEWALL FOR VERTICAL 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d VERTICAL LOCATIONS). (NOTCHED @ 2x6 TOENAILS BOTTOM 2x L -BRACE Wt 12d @0 O.C. TOP r MKIM I NU Url SILL AND NAILS @ 4" O.C. BOTTOM CHORD TO LANDING PLYWOOD FLOORING NOTE: TO ALLOW VERTICAL ::IZZ7 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2X6 VERTICAL AND TO SLIDE DOWN TO FLOOR SYSTEM PER SEE ARCHS. FOR MAX. FACE OF TRUSS 4/ RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE @ 6-4- O.C. & FRAMING PLAN TYP 0 BEAM REQUIRED AT THE OUTSIDE FACE THE LANDING FOR SECTION X -X TREAD MWAL) L)r-r I n Z. (e_)e_X If- Ipan X btLUVV. ATTACH ZXO VERTICAL 11.oML A35 CONNECTION Y4" x 3" @ ANY OPENING SDS WOOD SCREWS L -BRACE @ 6'-0" O.C. & WOOD OR MASONRY TO TRUSS W/ (3) WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MIN. (3) 2x4 SYP #2 MORE INFO SPACED/CENTERED IN TRUSS SEE PLAN FASTEN TO SLAB USING COLUMN 2x JOIST PER TRUSS TO OUTSIDE MIN. (6) 1x3" EVENLY SCHEDULE FACE OF TRUSS SPACED TAPCONS @ MIN. 2x P.T. BOTTOM PLATE END DISTANCE OF 1-1/2" HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. ST01 GENERAL LANDING & SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0 FLOOR TRUSSES SCALE:3/4" = V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w Z STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. �W, PUN T UrMN1F4 %3 2X4 CONT. TOP PLA 0 —.VA- NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. ATTACH 2x6 VERTICAL (ATTACH TOP PLAT cn z 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO TO STUDS W/ (2) 16 0 PENDING LANDING CONSTRUCTION. DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4" x 3" 3 1/2" SDS WOOD SCREWS TOE NAILS HEIGHT AND PLAN N.T.S. EQUALLY LAYOUT. HEADER WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OT REQUIRED. SEE PLAN ATTACH TOP PLATE TO 0 FACE OF TRUSS STUD TO BE FOR REQUIRED STUDS W/ (2) 16d TOE �111 �J2 _j _j < w ATTACHED TO TRU 2x12 STRINGERS ONE HEADER AND NAILS BELOW (OTHERWIS ON EACH SIDE AND SUPPORT 1A SEE ARCH PLAN ATTACH W/ (2) 12d ONE @ MID -SPAN W INFORMATION. W W MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTT A34 @ EA. STRINGER _j a. M 0 0) Uj c1r) E 2x4 #2 SPF STUDS @ X I 00 00 O's +V, epy`y, W �x 2x4 SILL PLATE W/ TO LANDING Uj Lu, � LIJ 'M Jr _j W < (L IN, CO 'Ve Uj Z 24" O.C. W/ (2) 12d 0 NOTCH FLOOR 16d NAIL EA. LL 0 W 2x JOIST (P.T. IF TOENAILS BOTTOM 0 SHEATHING TO ACCOMMODATE 2x CONT. BRACE & 10 TO 2x ATTACHED TO (2) 2x12 SYP#2 BEAM ATTACHING TO MASONRY WALL) CONT LEDGER W/ 0 Ld • ce) Iq 2x4 SILL PLATE W/ (2) 'TO FLOOR SHEATHING STRINGER L) 6 NOTCH SILL AND Z U a 0 > 10d NAILS @ 4" O.C. w C/) 0 0 III PER SCHEDULE @ END (3) 16d NAILS @ 16" O.C. LL Iq 0 T- C) Ub,� PLYWOOD FLOORING Z C14 OZ (NOTCHED @ 2x6 Ail O Z OF LANDING FOR STRINGERS TO 0 MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ TO ALLOW VERTICAL J Lij VERTICAL LOCATIONS). w L0 ATTACH 2x4 TO TR 2x12 STRINGERS ONE W CONNECT TO. BEAM 16" O.C. MAX. FOR 0 0 TO SLIDE DOWN TO w (D 0 Z < %"x3" SDS ON EACH SIDE AND z W (D I I I TO BEAR DIRECTLY ON MASONRY WALL) , C) w c) 81 LU _� CA 7 Ic'; FACE OF TRUSS Z D'^ E U) Z I- I` 8 SCREWS EQUALLY Y ONE @ MID -SPAN BUILT UP COLUMN \ \ 0 w z U) 2x6 VERTICAL AND SPACED & CENTER IN TRUSS X btLUVV. ATTACH ZXO VERTICAL 11.oML A35 CONNECTION Y4" x 3" @ ANY OPENING SDS WOOD SCREWS L -BRACE @ 6'-0" O.C. & WOOD OR MASONRY TO TRUSS W/ (3) WALL SEE PLAN FOR EQUALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MIN. (3) 2x4 SYP #2 MORE INFO SPACED/CENTERED IN TRUSS SEE PLAN FASTEN TO SLAB USING COLUMN 2x JOIST PER TRUSS TO OUTSIDE MIN. (6) 1x3" EVENLY SCHEDULE FACE OF TRUSS SPACED TAPCONS @ MIN. 2x P.T. BOTTOM PLATE END DISTANCE OF 1-1/2" HEIGHT OF LANDING SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR PER FLOOR PLAN N.T.S. ST01 GENERAL LANDING & SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0 FLOOR TRUSSES SCALE:3/4" = V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ST1 w Z 0 cn z 0 w 0 0 _j _j < w W W W _j a. M 0 0) Uj c1r) E 00 00 O's +V, epy`y, W Z LL 0 Uj Lu, � LIJ 'M Jr _j W < (L IN, CO 'Ve Uj Z 0 LL 0 W 0 0 0 Ld • ce) Iq L) 6 w z Z U a 0 > w C/) 0 0 cc/) w C� z 4- stiff LL Iq 0 T- C) Ub,� Z C14 OZ 0 O Z 0 J Lij w L0 W 0 0 w (D 0 Z < Q 0 z W (D , C) w c) 81 LU _� CA 7 Ic'; Z D'^ E U) Z I- I` 8 06 w w _j g �—z LLV-6 w U) 0 0 < 0 0� (6" . s 25PO (Soo= eD = 0 w z U) z A U) 5<00CL, 8 Z Z Z W w 0 I'- < Z) z E 0 < zo o 0 Q� � 0 z LL �-C14 W Z 0 N < W Cq Uj W 0 Uj Z TE z LU I E w (D d w F- ?>> U) 0 Uj z SS E 0 �5 w 0 z OM) 000 R w w p �- < 0 2) > _j W Ld UJ w 0 LU < Z w w USS z w Uj w L) CY ED Uj w U) cn C4 0 Z 0. C-4 BLDG DESIGN: --- ..STRUCTURALENG: STRUCTURAL ENG:MCD DRAFTING: -DESIGN: --- -STRUCT: MR QC CHECK: cc JOB No. PSQ-2171523 .­ .. ..... ...... _—­ - --------- SCALE: AS INDICATED DATE: 09/05/17 ST1