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3902 Saltmarsh Lp 18-1627 (a)39�0� Sn I�ma r.�h (.mr w M 00 r 00 N C� J co .J u - lit co O,C 0®� _ \.m jui ii 0 H ob co ®r® ®® 0000 gas o r' 0 C M O i U � t.0 N JLL c cC.0 N "� U) 04 ^ O C O �cu o0QCLui M w �- �' Z z 0� a W o� � �o a� � o /N� V Q E M N co E u- 4-0 O i n o , M m M i � M � O J i CD O N � N ck tv 00 Ln CL r4 4- h O C•� LA CL 7 -0 > O C C =0 a+ O O < w Ln O a ISSUE DATE 03/20/2018 REVISIONS PROJECT: 18-0193 SCALE: AS NOTED DRAWN BY: JML &uJFT DESIGNED BY: MJS COVER PAGE 00 CAIC Cor) 301-V" ------ ----- - ----- 141.011 161.Olo 41-011 . . ... ..... ... 3050 S.H. 11-411 _4N Uj (L Covered Lanai 0. 1 H.B. 9'-4" CLG. F.F.F. (n - 811 121.81' 8-0 V-4" 81.011 61-811 Dining Room -4" 9'.4" CLC. 8'-0" x 8'4' S.G,D.1 811 ger co 50-311 31-511 16'-8" 12" TOP EXT. ri Catherine FRAME 341/2" KNEEWALL BELOW 36" BARTOP Room 9'-4" CLG. D.W. VENT - TO > EXT. Uj Q 0 0 1 1 Z 0 g 0 Kitchen . ......... S' 91-4" 3CLG. 1-011 61.000 101.01A vI - ----------- --- ----- ----- - --------- 7�- OUNTERTOPS @ (OPT) 16 B.F. 3`HT_._-w/CAB. ABV.- REF. L C4 1/2" GYPSUM .. ............. BOARDS 2 APPLIED TO THE UNDER I I $TORAOE I SLOPED qLG. STAIR L ' SURFACE AND 5SH �E -6" LG. 2-L__ SIDES Office _j 00 9'-4" CLG. I w 1;� . OPEN TO 9'-4" CLG. AD ti CL" ABOVE 4" LU 311011 z 31-10'1 T -O" 4'.4" 2'-8" 31-8" 11-1011 41-611 ---------- -- 04 mt LJ ------- LINE OF 2ND. 81 C? FLR. ABOVE 9'-r CLG. ct) L.L: Foyer C? W.I. u4i'0 9'.4" CLG 9'-4" CLG. Lndj R&S io 9'-4" LG. -- --Tl T.B. 81.0" 90 w161m 81.011 2--r ----------- -IT 3080 DR. PRE -PLUMB B.2 TUB/ a. 6 U_ m w L.T. 9'-4" CLG. SHOWER a C-1 t-i. Cm LL: T.P. C) S�77 LAV M.T. 410VANITY w/ 2'-10" ___31-0" 21-211 W.H. ------ MIRROR ABV. ) ( 9'-4" CLG F.F.F. r ........ .. ... ..... . . . 81.0" 811 18'-4" WALL 21-411 LU CL O? (n LINE OF FLOOR ABV. '422"-X 48" ATTIC_ 5/8" TYPE X DRYWALL CO ACES" ON CEILING (TYP) F__ 2 Car Carate 9'•4" CLG F.F.F. H.B. 116'-0" x T-0" GAR. DR. go 2'-0" 4'-8"16'-0" ..... . .. ..... 220-011 300woll First Floor Plan "A,B,C" (Opt. Office flo Bedroom 2) SCALE: 1/8" = 1'.0" (11W) 1/4" = 1'-0" (22x34) 00 GENERAL NOTES KEY: cu W 0 I U. OW THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR /i EXCEED REQUIREMENTS OF THE (2017) FLORIDA LL 0 po. BUILDING CODE (6TH EDITION) ABBREVIATIONS: x- C:) C:) it C:) r- E C-4 0 2- #OF DOORS. LL C CD U) Cn 0 2- #OF WINDOWS. < 0') 04 E Ca U) C14 0 0 C: a) -C 0 MT - METAL THRESHOLD 0 E :S U-) 2 V_ � ca co CL U_ 0 FR - FRENCH DOORS us Z 0 SL - SIDE LIGHT -C0 E z 0 FG - FIXED GLASS U - ----------- TR -TRANSOM cu • GB - GLASS BLOCK E 0 _j (3) -0 U_ • PKT - POCKET DOOR M j fy, C14 a m C) (2 M • OBS - OBSCURED GLASS • TEMP - TEMPERED GLASS • SH - SINGLE HUNG IU 4-1 C) • DH - DOUBLE HUNG rj 00 I L'n M • HR - HORIZONTAL ROLLER 0 C: 0 w > -a C:) C: C: 42J C) 0 • BP- BYPASS D • BF - BIFOLD • TYP. - TYPICAL D NOTE: -- --- ----- REVISIONS SPECIALTY WINDOWS/DOORS, FIXED GLASS AW WINDOWS, AND TRANSOMS ARE NOTED ON I_ -------- ----- PROJECT: 18-0193 PLANS. DRAWN BY: JML & JFT _D_ESIGNED BY: MJS NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. 10, REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPEC'S. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 21"U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 L U.N. 0. ML 0 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. m "ry : es ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. oc 15. C.M,U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR 0C MORE SHALL BE CONSIDERED SHEAR WALL SWS Me SHEAR WALL SEGMENTS. L 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR <L NOT LESS THAN 1 3/8" THICKNESS AS PER FBC-R302.5.1. 0 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE CEILING BENEATH HABITABLE ROOMS (TYP.) C z<L 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 0 L M.P.H. L V) F 19. ALL TUB & SHOWER UNITS WILL HAVE ANTI -SCALDING DEVICES INSTALLED. Ld C 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE z 10 LOWEST PORTION OF WINDOW CLEAR OPENING A MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). � z <E 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O, OR PER Ln < 1 LU BUILDER / CLIENT DOOR NOTE KEY: < C _j W DOOR SIZE CALLOUT: 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD Z� 24 = 2'4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD C.D 28 = 2'-8" 30 = T -O" OL WINDOW NOTE KEY: z 0 :EF WINDOW SIZE CALLOLIT: M 0 2040 = 2'-0" x 4'-0" 2050 = 2'-0" x 5'-0" 2060 = 2'-0" x 6'-0" c' • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & ry INCHES AS PER THE EXAMPLE TABLE ABOVE. OL Li Ld Area Tabulations M' Living: U) 1 st floor: 1,186 Sf 2nd Floor: 1,227 Sf Total Living: 2,413 Sf Cn entry: 99 Sf covered lanai: 117 Sf C11 garage: 455 Sf Total Area: 3,084 sf 0 - ou 00 20- C=) awe ;T00 cu W 0 CC: Lu 2 U. OW j%j%w1111ijjjj /i LL 0 po. 0w co C; x- C:) C:) it C:) r- E C-4 m 0 0 LL C CD U) Cn CD> < 0') 04 E Ca U) C14 0 0 C: a) -C CA 0 E 0 E :S U-) 2 V_ � ca co CL U_ us Z t: -C0 E z 0 0 U - ----------- cu QL_1 00 E 0 _j (3) -0 U_ U C) (f) 40- M j fy, C14 a m C) (2 M ---------- --- . ........... .... C) 0 IU 4-1 C) C) rj 00 I L'n M (j) C) 5i U_ 0 C: 0 w > -a C:) C: C: 42J C) 0 C: C'4 = < U3 Ln 0 CL D J D ---------- ISSUE DATE 03/20/2018 -- --- ----- REVISIONS Lj I_ -------- ----- PROJECT: 18-0193 SCALE: AS NOTED DRAWN BY: JML & JFT _D_ESIGNED BY: MJS FLOOR PLAN 2.1 I -anw-nov Second Floor Plan (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'•0° (2204) GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT • FG FIXED GLASS • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS • TEMP - TEMPERED GLASS • SH - SINGLE HUNG w tis • DH - DOUBLE HUNG cr) HR - HORIZONTAL ROLLER c 00 • BP - BYPASS C" + BF - BIFOLD • TYP. - TYPICAL Lu ey NOTE: cCv SPECIALTY WINDOWS/DOORS, FIXED GLASS �, u_ WINDOWS, AND TRANSOMS ARE NOTED ON m PLANS. �®rro�tfarrr� NOTES: ® 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON ��® �Fis®,.®.®�"��� ®� JOB SITE. ,��� Z.�®.m r®•,, / �: Q C00> LL Uy 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE a 0 p® FROM CALCULATED DIMENSIONS ONLY. ANY �� 00 < 0 DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. ®-6 °' • �.'® 3. MECHANICAL EQUIP. LOCATIONS WILL BE ®®' DETERMINED BY COMMUNITY AND COUNTY -- ®����--__...__.._ CODES. /I►Iwllrrr" r•- 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB ~ E O N PER CODE M307.2 & M1309.3. M U 5. PROVIDE RECESS H&C WATER w/ DRAIN @ '= LL C WASHER SPACE. � U) 6. VENT DRYER THRU EXTERIOR WALL U.N.O. ,C (0 � 0 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE N E Cc N (0 p @ REF. SPACE. C �•. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. '�p p •E 0 E d. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN, LO ((3oo 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL 0- V" SHEETS FOR EXTERIOR WALL FINISH SPECS. C w 11. REFER TO DETAIL SHEETS FOR FLASHING z REQUIREMENTS AT ALL WOOD TO MASONRY I INTERFACES. E , 0 to 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 z 2" U.N.O. 0 0 vi Blooms, w 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 v d 2.. U.N.O. o Sw 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. Q •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o a oY 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH o HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SWS = m it SHEAR WALL SEGMENTS. o i]. 1-0 su 16. OPENING BETWEEN GARAGE AND RESIDENCE ('v C a O n SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED 0 M SOLID WOOD OR HONEYCOMB CORE STEEL DOOR a NOT LESS THAN 1 3/8" THICKNESS AS PER viz M —'"' •� —� FBC-R302.5.1. o = N V 6 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o C L 0 M �40— CEILING BENEATH HABITABLE ROOMS (TYP.) Q 0 � N C N� m m m 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 o w 4* M.P.H. vi O z —� 19. ALL TUB & SHOWER UNITS WILL HAVE � z ANTI -SCALDING DEVICES INSTALLED. z co Q wm 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE; THE z LOWEST PORTION OF WINDOW CLEAR OPENING A o -n ------ - -- MIN. OF 24" ABOVE FINISHED FLOOR BEING o 7 C) SERVER PER (FBC-R312.2). z 0 21. ALL INT, DOORS TO BE 6'-8" TALL U.N.O. OR PER a p BUILDER / CLIENT a O via O V) M DOOR NOTE KEY: a- _ Of 00 r wQ °,�'� cMr^ DOOR SIZE CALLOUT:0 0 cn p 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD o2)i 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD z cn p- > 'Op 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD > p C 28 = 2'-8" (n O L 0 CL 30 = T -0"Q w 0 ti om WINDOW NOTE KEY: zLJ � O F m WINDOW SIZE CALLOUT: o � 2040 = 2'-0" x 4'-0" a 2050 = 2'-0" x 5'-0" o 2060 = 2'-0" x 6'-0" Cn • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & Li INCHES AS PER THE EXAMPLE TABLE ABOVE. wo m uj Cr ISSUE DAT'_'] E 03/20/2018 g REVISIONS 00 _. w o. < PROJECT: 18-0193 LO SCALE: AS NOTED z DRAWN BY: JML & JFT CL --_DESIGNED BY:...MJS......,.._� o _. N F-- _� FLOOR PLAN 03 0 ui rri 00 c Je �. ® Z Q uj� U. �®�®r111i1180�/®r� ®��•--•qq py- �+ ®••(/spy LL .° • wx, w • ® Q Q 00 e ��®�'�A�10111111 ®0 O � O ti M O CV (D m N` ai r„ CD N '� O N m 04 M U) 04 0_ p N C r-- � L o © E O E ./ LoM ^^ I.i,. lT W z Q1 Z �a Et v� w oz w t U 0 t i t Q) N fu (J O J a C% CIA E M S N W V a -v CD o M m M o V) i 4k M O J i i O _ � O N � Q) ~ O O Lg M ,—� ch OC QO cV d V fV Ln fo L4. O 0 � O cn .d -°v N u r .w O 2 o Lu Ln O a r i J ISSUE DATE 03/20/2018 REVISIONS PROJECT:-- - 18-0193 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 04. C --_ . LLd Q M 00 o o c,i as ® z �a .J o � a c �®0 J.-cz ®; co C) • • ° O r— O r~ M O U r- �� ~ ~N fy `+> •L u p O O d' E O Ecu cu co < CL co Lu z Q � a E m s w O 0 tn U � L CL 0 h V� V E Lsn M N 0 E u �. Q L 'S (fa n O 4- M m M O J O O N � N m O (n O V) �.� M 00 rq Ln O Ln O N LL OLn C d' 'L O fa O O d w Ln 0 a +1 i 3 i . 1 1 l ISSUE DATE 03/20/2018 REVISIONS PROJECT: 18-0193 SCALE: AS NOTED _ DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" 05-C-- NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4it 3. MIN. WIDTH OF TREAD TO BE 9" (EXCLUSIVE OF NOSING. 4. ALL TREADS LESS THAN 10" IN WIDTH SHALL HAVE APPROX. 1" OF NOSING. 5. 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER. 6. 3/8" MAX VARIATION IN ANY RISE/TREAD. 7. HAND RAIL CIRCULAR CROSS SECTION DIA. TO BE 1 1/4" - 2" OR TO PROVIDE EQUIVALENT GRASPABILITY. 8. UNDER MIN. 6" WIDE @NARROW END. 9. 34'-38" HANDRAIL HT. 110. 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. s1 TYP. STAR CONNECT. 06 SCALE: 3/4" = TV (11x17) 1 1/2" = TV (22"041 10" 112" PL D. BLOCKING ` 2 x/12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15" EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) s2 TREAD F­?,0SEFR" DETA�L �SCALE: 3/4" = TV (1107) 1 1/2" = TV (2204) 314" 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 S4 LANDING CONNECT. DETA0L 06 SCALE: 3/4" = TV (11x17) 1 1/2" = TV (22x34) PLATFORM FRAMING - 1x8 CAP -- CASING. 2x4 @ 24" O.C. - SHEETROCK -- BOTTOM PLATE PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) S3 HALF WALL DETA�L 06 SCALE 314" = 1'-0" (11x17) 1 1/2" = 1'•0" (22x34) 314" PLYWD. PRE-ENGINEERED 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 0'-0" FIN. FLR. FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO T7- ---- FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. rs 5 A OI� CONNECT. FLRID TI FFR 06 SCALE: 3/4" = TV (11x17) 11/2" = TV (2204) STRINGER TO FLOOR TRUSS HANDRAIL R311.7 6TH EDITION - FBCR (2017) 34"-38" ABV. TREAD NOSING ON OPPOSITE WALL. S5 06 S2 (3) 2 x 12'S STRINGERS 06 EQUALLY S4 SPACED 06 1/2" GYPSUM - ---- BOARDS----- - = S1 APPLIED TO ALL UNDER STAIR 0�6SURFACE AND SIDES 31.6" 91-211 LANDING 11T@10 Stair Section SCALE: 3/8" = TV (1107) 3/4" = TV (2204) 1_1 4wl�i Pig mro 71d Stair Details w cn w z 0 0 U J z 0 O U p L w 0 w m w w V) w g O w Q c/) Y a a SCALE: 3/4 = TV (11x17) 11/2" TV (22x34) o 0 w ca uj6 �U • o� 0 O r - o M U C U) cli N r, � � ate'., aoi '� U) 10 " � si amcar' CO O E��i T_I,ccc co ZZ 0- u_ rnW z z �g cu E" _c0 W a� in � U � J c c C0 v o t'V c: a 3 N V 0 E M N E u Ln oO fu ' N C co M a, (n c � M � O i 0 0 c L..._._..._,._.._._....,_...-_.,._._.------- ._............. D O D o N N � - M � o L L 0 N V N ¢ s M I\ O !a O u' V m)O CL � p C C 2 N 0 i Lu Ln O a n s z • D z r 7 n r ISSUE DATE 03/20/2018 r REVISIONS Y PROJECT: 18-0193 r SCALE: AS NOTED z DRAWN BY JML & JFT _ DESIGNED BY: MJS SECTIONS 06 VENT TO EXT. EXTRA DUTY OPTIONAL OVERHEAD SERVER G E N E C] /`I�/'1 L NOTES OTES KEY: SAME AS UNDERGROUND 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AMP OUTLETS IN FIELD. SERVICE 4/0 SCR AL. AMP NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. METER MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. A/C DISC. AFCI PROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE \ TYP. #8 COPPER TO RANGE GFCI PROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. _.. ..__..... _.._.-----..__ .. POWER CO. - 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. \ #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI \ SERVICE TO BE BONDED TO FOOTING STEEL PROTECTED. First Floor Electrical Plan " (Opt. Office do Bedroom 2) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (2204) A,B,C" NOTE: 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY IF ALLOWED PER CURRENT BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. NFPA / NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN, 0 w a ELECTRICAL KEY: 0-1 0 w CEILING MOUNTED LIGHT o W ca _ o PC PULL CHAIN LIGHT - o uj RECESSED LIGHT Q WALL MOUNTED LIGHT z co WALL WASH RECESSED o DUPLEX RECEPTACLE z z 220 V RECEPTACLE w 1/2 HOT, 1/2 SWITCHED - �i WP WATER PROOF RECEPTACLE FLOOR RECEPTACLEbi w PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT-, WALL SWITCH - ._.._. .__._......_.:_----------- ---- - --- ..._..._._...- --- --- z 3 -WAY SWITCH Q cn 8o DIMMER SWITCH o N TELEPHONE JACK z H CABLEJACK ® PRE -WIRE GARAGE DOOR OPENER w FLUORESCENT LIGHT Z © ELECTRICAL PANEL ® CHIME _.... _ .__..._._. o DOOR BELL / GARAGE DOOR SWITCH u DISCONNECT SWITCH UM ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE I SMOKE DETECTOR U) Of CEILING FAN w Ld WALL SCONCE w E CHANDELIER SPOT LIGHT z FLUSH MOUNT FLUORESCENT LIGHT w �I FAN / LIGHT COMBINATION o g GARBAGE DISPOSAL MOTOR ® SPEAKER �- - --- � U JUNCTION BOX (� L.V. LOW VOLTAGE V.P. VAPOR PROOF a — c A.F. ARC FAULT PROTECTION | � ' | � | |��— --------- — ------ � L_ __ ------ Second F _SElectrical Plan- SCALE: 1/8»= T -O" OU17)1/4" = T~101'"/2204\ OPTIONAL OVERHEAD SERVER pSAME AS UNDERGROUND SERVICE AMP �ETER MAIN TYP ELECTRICAL UNDERGROUND PANEL Q�C|R�U��) SERVICE BY ` 'POWER CO. #2-GROUNDTO885/8 ROD8Ky ALSO SERVICE TOBEBONDED TO FOOTING STEEL NOTE: u. EXuEP//umw TO /ntut-wa/o~uu*/xUvWILL bt ALL ELECTRICALWORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY |FALLOWED PER CURRENT BUILDING CODE. 80 0 (2017) THE NFPA/NEC. 9. OUTLETS LOCATED |NTHE LAUNDRY ARE TDBE GFC|AND AFC|PROTECTED. 20&AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 8'-O''DFAWET AREA ARE TOBEGFC|PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TOBE42' A.F.F.(U.N.Ol 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TDBEHARD WIRED, INTERCONNECTED AND AFC|PROTECTEO. 13. 8�U^HEIGHT VANITY LIGHTS |NMASTER BATHROOM AND 7-O"|NALL OTHER BATHROOMS. •-- THIS 'DIAGRAMMATIC PLAN 18INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. |T|9THE ELECTRICAL CONTRACTORS RESPONSIBILITY TOVERIFY THE REQUIREMENT AND LOCATIONS OFALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE ASREQUIRED PER NFPA. NEO.FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. * LOCATION OFFIXTURES AND /OROUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY 8EMADE BETWEEN THE OWNER AND BUILDER |NTHE FIELD. * ALL ELECTRICAL WORK AND APPLIANCES ARE |N FULL COMPLIANCE WITH N.F.P.A., N.E.C, F.B.C. 6TH EDITION (2O17) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. * VARIOUS SYMBOLS ONELECTRICAL LEGEND GENEML NOTES KEY: LLJ 1 . BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. NEMA 3 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE A/C DISC. AFCIPROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 15A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE #8 COPPER TO RANGE GFCI PROTECTED. LLJ 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI PULL CHAIN LIGHT 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI NOTE: u. EXuEP//umw TO /ntut-wa/o~uu*/xUvWILL bt ALL ELECTRICALWORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY |FALLOWED PER CURRENT BUILDING CODE. 80 0 (2017) THE NFPA/NEC. 9. OUTLETS LOCATED |NTHE LAUNDRY ARE TDBE GFC|AND AFC|PROTECTED. 20&AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 8'-O''DFAWET AREA ARE TOBEGFC|PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TOBE42' A.F.F.(U.N.Ol 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TDBEHARD WIRED, INTERCONNECTED AND AFC|PROTECTEO. 13. 8�U^HEIGHT VANITY LIGHTS |NMASTER BATHROOM AND 7-O"|NALL OTHER BATHROOMS. •-- THIS 'DIAGRAMMATIC PLAN 18INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. |T|9THE ELECTRICAL CONTRACTORS RESPONSIBILITY TOVERIFY THE REQUIREMENT AND LOCATIONS OFALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE ASREQUIRED PER NFPA. NEO.FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. * LOCATION OFFIXTURES AND /OROUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY 8EMADE BETWEEN THE OWNER AND BUILDER |NTHE FIELD. * ALL ELECTRICAL WORK AND APPLIANCES ARE |N FULL COMPLIANCE WITH N.F.P.A., N.E.C, F.B.C. 6TH EDITION (2O17) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. * VARIOUS SYMBOLS ONELECTRICAL LEGEND LLJ ELECTRICAL KEY: Ncxl CEILING MOUNTED LIGHT LLJ PULL CHAIN LIGHT RECESSED LIGHT WALL MOUNTED LIGHT WALL WASH RECESSED Lu DUPLEX RECEPTACLE 220 V RECEPTACLE cn < 4n 1/2 HOT, 1/2 SWITCHED Wp WATER PROOF RECEPTACLE fl� FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN CO 'QGFI GROUND FAULT INTERRUPT WALL SWITCH 3 -WAY SWITCH DIMMER SWITCH TELEPHONE JACK CABLEJACK PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT cn ELECTRICAL PANEL. CHIME HE DOOR BELL / GARAGE DOOR SWITCH L= DISCONNECT SWITCH => ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE SMOKE DETECTOR CEILING FAN bi V) 717 Li cr_ Lu WALL SCONCE Li + CHANDELIER Li SPOT LIGHT uj cc FLUSH MOUNT FLUORESCENT LIGHT FAN / LIGHT COMBINATION 0 GARBAGE DISPOSAL MOTOR co y 0- SPEAKER 4) JUNCTION BOX LN. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION o� �o 00 cn o� w� a - 0 o m� 0 0 CD cn Wm z� Qa_ Ln z z �a LLJ z <t w nOf Q X Ww z 0 z _jQ r0 z „LLJ �co ZQ J m O y J 9 _ - CONCRETE BLOCK HEADER OR STEEL LINTEL PC EXP. STRIP PC ANCHOR (�- - - --- - STRIP GLS. BLK. PER PLAN PC PANEL REINFOR. SEALANT PC ANCHOR STRIP EXP. BOLT (2) - PER ANCHOR - -_ MORTAR _ ASPHALT EMULSION CONC. BLOCK WALL EXTERIOR FINISH FANE-L-AN-CHOR CONSTRUCTION PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER V O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOMI: MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE HEAD AND THE STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC 99 4 EXPANSION STRIPS ARE AVAILABLE" THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1. THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING.LAS 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE 6 S BLOCK DETAlS 4. PLACE SCALE: N.T.S. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE. WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" ROOF UNDERLAYMENT PER FBC 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10' CDX PLYWOOD OR O B S MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF V. KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM. THE USE HCDPL/R TYP. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEENROOF 7/8" STUCCO OVER PAPER COVERING PER PLAN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER 1/2" PLYWOOD EXT'R. SHEATHING BACK WIRE MESH U.N.O. 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC 2x's @ 24" O.C. W/ HUGHES NIP3'5 _... ._......._..._ .._... ..... _. _... . .............. . ATTACHED TO SHEATHING FLASHING SEQUENCING. / r J WHEN GREATER THAN 24" x 24". • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. �. 2x4 BLOCKING 2x4 BLOCKING ; l • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. TRUSS @ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. i \ RUSS @ 24" O.C. .- I NOTE: / ROOF COVERING PER — --- - SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. i _ T.T - __ ......_ .._._._ -_. _ ..------�: _ ........:. PLAN ROOF UNDERLAYMENT IMPORTANT: _ 15# FELT DRAINAGE PLANE FIRE BLOCKING METAL FIRE BLOCKING 2x4 BLOCKING PER FBC 8905.2.7 ROOF SHEATHING IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB AROUND FLUE LINER 6" MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS z: 2x4 #2 SPF OR #3 WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER - - ' 718" NOMINAL STUCCO THICKNESS SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE INSTALLING. ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW. PAPERBACK LATH PEEL AND STICK TAPE . MANTLEAll METAL OR PLASTIC EXPANSION JOINT DRAINAGE PLANE OVERLAP CONTROL BEAD \ AND MEMBRANE STRIP OVER WOOD FLASHING FRAME /MASONRY CONNECTION. I ` MEMBRANE STRIP COVERING WOOD FRAME INTERSECTION UNDER EXPANSION JOIN EQUAL - - - TO PROTECTO WRAP BT-20XL-9" WIDE. TO PRE -FAB FIRE BOX DAMPER � , A \� \� EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH J � / _ FOUNDATION ...... ..... .'_-..__... _... _...__._._._ i VALLEY RAFTER SCALE: 3„ _ V-0" 2 WINDOW FLASHING D2 STUCCO BOND BREAKVFLASHINGDETAIL 2RE-FA FIREBOAFLA HING . SCALE: N.T.S. SCALE: N.T.S. SCALE: . N.T.S. o� �o 00 cn o� w� a - 0 o m� 0 0 CD cn Wm z� Qa_ Ln z z �a LLJ z <t w nOf Q X Ww z 0 z _jQ r0 z „LLJ �co ZQ J m O y J 9 GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 30" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR. STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1= 450 Fc j = 900 Fc j = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE"X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD, METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS, OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E}.BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 &TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-63. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT ISNOT 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 +1/7-1-1/8", 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 KSI 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8 DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1.554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s" 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 (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O (+) 21.2 (+) 21.2 10 - 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-011' 16'-0" x 7'-0" (+)187- (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 55 4 4 ,a l 5 5 J✓ STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET SHEET TITLE Sc STRUCTURAL NOTES' sic FOUNDATION PLAN w A S2C DOWEL PLACEMENT PLAN' S3 FOUNDATION DETAILSCN C) S4C LINTEL PLAN 0 H S5C FIRST FLOOR FRAMING PLAN X' S6 NOTES & CONNECTOR LEGEND W co N01111IM14 00 S7C ROOF FRAMING PLANSN' LIJ Ci SD1 GENERAL DETAILS -� ter' 5 C- ° '� O a e } ' Q S D2 GENERAL DETAILS °°k'' We A S D3 GENERAL DETAILS U_ ��,,;b6P 00--066611®°® U_ SD4 GENERAL DETAILS Oo SD5 TWO STORY DETAILS Z Z� Oi W SD6 TWO STORY DETAILS Q ST1 GENERAL STAIR DETAILS 0 H v> ua a; Z 0, 0 C-) F-- 0 CL M li LU � a W O W rn a U O . O hO� UJ cr W C.i a` � z Q,o ca O Z O BIW cia Z Z IX c+') 0 �h = LU v"w 0 pc��� E I-- p Q /1/ co C5 co rn 0 LJ.. Ur WZpMI-1 C MASTER UPDATES � z Q o' � W z ~ m N ^ �� _IOLL ©>-o U �:.� ca NUMBER DATE DESCRIPTION INTIALS U z Q 0� a �� W p LulI-- o=zw0 E z H- �Q=w JO 1 3/1/2017 CREATED ELEV A, B, & C DP q ¢ W < ADDED PADS TO SIDES OF SGD OPENING AT REAR, MADE 0', w U) z U_ ° o -r � BEDROOM #5 OPT AND LOFT STANDARD, & QC CLEAN UP z C/)o _ 3 8/30/2017 ELEVATION A & C ARCHITECTURAL & TRUSS UPDATES PER WP -8 DP a CL O 4 10/23/2017 UPDATE PER FRAME WALK REVISIONS ELEVATIONS A & C DP Q PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) Q 0 U) Uj ui RESIDENTIAL . Uj W u 6 3/26/2018 UPDATED A & C LAUNDRY ROOM WALL PER ARCH UPDATE DP w = Uj Q � A UJI IW O no W J CL �v 0 'w7 X. N Z o LL LU BLDG DESIGN: --- a u)STRUCTURAL ENG: MCD ua--------- _ DRAFTING: -DESIGN: -STRUCT: MB QC CHECK: MRB U) JOB No. - PSQ-0204780 Q F- SCALE: AS INDICATED ......... Wi DATE: 03/28/18 A U) LU S C o; va 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. N Oa 9 0 0 In r.00 N 30'-0" F01 S3 H U- 0 N F01 S3 � F02 S3 60 iN T2 00 ti U) FOUNDATION PLAN 1/411= 1 1-011 USE ALTERNATE APPROVED METHOD. H- M LLl 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY d. COMMUNITY & COUNTY CODES. O®®��ryi�116�8�/®p®pp W O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL00 rr ®/ Y SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z' nkz ® 2 (� 00 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, m , �W �• ®� �, 9. NO WOOD STAKES PERMITTED IN FOUNDATION. co co �° A X00 o ° `Z °�0 �E 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ®� °° DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO SYMBOLS LEGEND FOUNDATION NOTES: 14'-0" DETERMINE STEP LOCATIONS IF REQUIRED 16-0" A/C 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U,N.O.) LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION 15'-4" 8" U-,, SECTION R506.2.3 FOR REQUIRED LOCATIONS PAD O F01 2.6 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT M DDLEIOR UPPER 1CONC.B/3 OF SLAB1 DEPTH OVER 6 MILIRE VAPOR S3 CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. r I �. W O_ 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ■ ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA, END. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH c!a PAVERS 2.6 LAP SPLICES SHALL BE NO LESS THAN 30". I o ■ I_ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION J V 53 aco r F01 RECESSING DOOR SILLS. r 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ,l.O S3 0 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Z id ~ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) �' 4 ■ • • ■ --L_ _ ■ THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR LULU W 2 - PROJECT DO NOT MEET OR EXCEED THE 53 I N CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 10'-0" 6'-4" ■ — �\ 4" THICK CONC. SLAB W/ FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. a I \\ FIBERMESH. OVER 6 MIL \\ SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, VAPOR BARRIER OVER I I ° 0 °\ \ o COMPACTED FILL, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS \\L 0 CP 0'-0" FIN. FLR. ■ O DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). r (I THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 5'-5" 7'-1 1/2" (2 -STORY FTG) 5'-5 1/2" 12'-0" ■ 2.3 3 F06 S3 PSF. d z I �I � ■ ■ L J ■ 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO I I I I I I �I I 2 ■ _ I I I F06 I I I _ 10'-10" 1 M I I I s3 I I STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 z< _ FOOTING SIZES PENDING DEPTH OF STEMWALL (� ■ 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE M 4'-3 3/4" T-85/8" T-4 1/2" 7'-9 1/8" 10'-10" ■ CONTACT E.O.R. PRIOR TO CONSTRUCTION Q w F06 a F06 .I S3 � .I o � FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION r N / I ■ MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION i W PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE Z O "o F06 ■ F1 V5 S3_ > U o REQUIREMENTS ARE MET. S3 ^ O FM -i _ 2 6 O U 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O ih ■ I II F0T-�5 ■ ■ BARS & 3" MIN. COVER TO EDGE OF CONC. F^ co r CO I I I I_ III S3 I I ■ 1744"x12" dp w/ #5's EQUALLY SPACED EA, BETWEEN(3) 24" SIDE @3" O.C. & MIN iN J J ° ■ WAY MIN. 2" HORIZ. CLEARANCE (-)0'-4" (Z' ~ BARS & 3" MIN. COVER TO EDGE OF CONC, SIDE 6 O.C. U LL ■ (-)0'-4" o F06 O ZW 0 Z U- 24"44"x12" dp w/ #5's EQUALLY SPACED EA. N S3 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN r I 2.6 n J BARS & 3" MIN. COVER 70 EDGE OF CONC, Q U O I— cn ■ U- _ v PAVERS I a 0 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 19 r BARS & 3" MIN. COVER TO EDGE OF CONC. LU Cf' J p 30"x30"x12" dp w/#5's EQUALLY SPACED EA. ■ .5 <a> WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (4) # 5 E.W. W Q 18'-4" T-8" ■ L, JQ �-.- Z Z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. I .6 <8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. ■ Q D1 BARS & 3" MIN. COVER TO EDGE OF CONC. d O W O Q F— Z 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. MIN # 5 E.W. � 2 S2C CNN (5) Ijj BARS & 3" MIN. COVER TO EDGE OF CONC. r T-0 in 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 r MIN (6) # 5 E.W. ? .I I. O Z M °D F02 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. a, S3 BARS & 3" MIN: COVER TO EDGE OF CONC. IF13 I 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. I53 (, 0 � O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" M :IN. COVER TO EDGE OF CONC. MIN (7) # 5 E.W. p. ; ., J W Uj W W ►`'!. 4A 48'x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. • ■ • Z • ■ • DO D BARS & 3" MIN, COVER TO EDGE OF CONC. DO D ., 0 Q W -0„ 61-41' dlp #5's EQUALLY SPACED EA. 8" T-011 48"x48"44" w/ 16-0" 31-0" LU 8'-0" B 8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 22'-0" Z Uj 30'-0" F01 S3 H U- 0 N F01 S3 � F02 S3 60 iN T2 00 ti U) FOUNDATION PLAN 1/411= 1 1-011 USE ALTERNATE APPROVED METHOD. H- M LLl 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY d. COMMUNITY & COUNTY CODES. O®®��ryi�116�8�/®p®pp W O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL00 rr ®/ Y SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z' nkz ® 2 (� 00 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, m , �W �• ®� �, 9. NO WOOD STAKES PERMITTED IN FOUNDATION. co co �° A X00 o ° `Z °�0 �E 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ®� °° DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO SYMBOLS LEGEND FOUNDATION NOTES: DETERMINE STEP LOCATIONS IF REQUIRED ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U,N.O.) LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD U-,, SECTION R506.2.3 FOR REQUIRED LOCATIONS FOOTING STEP DOWN AND CORNER INFORMATION. O PROVIDE 4"• WELDED MESH 2, INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT M DDLEIOR UPPER 1CONC.B/3 OF SLAB1 DEPTH OVER 6 MILIRE VAPOR CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CURRENT CODE EDITION). �. W 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM U ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA, END. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH c!a 50 INDICATES 45° CORNER BLOCK GROUT FILLED WITH 2 VERT. O LAP SPLICES SHALL BE NO LESS THAN 30". W GRADE 60 #5 CONT. FT.G TO TIE BEAM, PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION J 4, CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. r 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 5, EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 0 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Z id ~ SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) �' CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR LULU W F01 S3 H U- 0 N F01 S3 � F02 S3 60 iN T2 00 ti U) FOUNDATION PLAN 1/411= 1 1-011 USE ALTERNATE APPROVED METHOD. H- M LLl 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY d. COMMUNITY & COUNTY CODES. O®®��ryi�116�8�/®p®pp W O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL00 rr ®/ Y SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE Z' nkz ® 2 (� 00 AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, m , �W �• ®� �, 9. NO WOOD STAKES PERMITTED IN FOUNDATION. co co �° A X00 o ° `Z °�0 �E 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED ®� °° DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO �i LLLU '..A 7Pd,°°°® ®°®•° DETERMINE STEP LOCATIONS IF REQUIRED ,®� 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Lam- AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD U-,, FOOTING STEP DOWN AND CORNER INFORMATION. O 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE Q W SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH c!a F— PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER d. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS), IF SOIL CONDITIONS IN THE CAPACITY, THE GENERAL W - PROJECT DO NOT MEET OR EXCEED THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO Q FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. a SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 LU PSF. d z 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO 0 DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE 0, STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND 0 z< _ FOOTING SIZES PENDING DEPTH OF STEMWALL (� 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE M HEIGHTS PROVIDED ON THE STEMWALL SCHEDULE --- STOP--- w W CONTACT E.O.R. PRIOR TO CONSTRUCTION Q w 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE W FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION 0 W PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE Z O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY V5 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT > U o REQUIREMENTS ARE MET. O' d ^ O FM -i FOOTING SCHEDULE U z U 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. F^ co < e Z o 1744"x12" dp w/ #5's EQUALLY SPACED EA, BETWEEN(3) 24" SIDE @3" O.C. & MIN 0' U) J 1A WAY MIN. 2" HORIZ. CLEARANCE #5 PARALLEL TO 12" (Z' ~ BARS & 3" MIN. COVER TO EDGE OF CONC, SIDE 6 O.C. O ZW 0 Z W W U 24"44"x12" dp w/ #5's EQUALLY SPACED EA. MIN # 5 E.W. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) n J BARS & 3" MIN. COVER 70 EDGE OF CONC, Q U O 06 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 0 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. ZH Q BARS & 3" MIN. COVER TO EDGE OF CONC. LU ¢ J p 30"x30"x12" dp w/#5's EQUALLY SPACED EA. .5 <a> WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (4) # 5 E.W. W Q U) BARS & 3" MIN. COVER TO EDGE OF CONC. L, JQ �-.- Z Z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. .6 <8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z Q BARS & 3" MIN. COVER TO EDGE OF CONC. d O W O Q F— Z 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. MIN # 5 E.W. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (5) Ijj BARS & 3" MIN. COVER TO EDGE OF CONC. C-)) < T-0 in 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ? BARS & 3" MIN. COVER TO EDGE OF CONC. O Z M 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. a, O M BARS & 3" MIN: COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. C? Z (, 0 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" M :IN. COVER TO EDGE OF CONC. MIN (7) # 5 E.W. p. ; ., J W Uj W W ►`'!. 4A 48'x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Z W BARS & 3" MIN, COVER TO EDGE OF CONC. ., 0 Q W dlp #5's EQUALLY SPACED EA. 48"x48"44" w/ LU = B 8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z Uj BARS & 3" MIN. COVER TO EDGE OF CONC. F- zI W Q j 52"X52"X12" dlp w/ #5's EQUALLY SPACED EA. .3 9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. �' C( W BARS & 3" MIN, COVER TO EDGE OF CONC, 0) Imo-' _ (j 54"x54'x16" dp w/#5's EQUALLY SPACED EA, .5 8> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W., BARS & 3" MIN. COVER TO EDGE OF CONC. O L m G e4 Z 54"x54"44" dp w/#5's EQUALLY SPACED EA.O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W. Z O 0 Q M (L D. N, 60"40"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. A BLDG DESIGN: --- BARS & 3" MIN. COVER TO EDGE OF CONC. STRUCTURAL ENG: DRAFTING: MCD 66"x66"x16" dp w/#5's EQUALLY SPACED EA. Nps � g o —D M r W 0) -n E O�ti� Z "N r O. C c7 c Oa-jC Q� Co � r c N0�bm 0�:Mw p Z Q W � O E CL Il. (D O Ln M 0 r O 11 1 5.5 WAY MIN, 2' HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. D-DE51GN. --- BARS & 3" MIN. COVER TO EDGE OF CONC. 1- STRUCT: MB U....... ............. - --- -- QC CHECK: MRB c a JOB No. PSQ-0204780 -.1-11-1--l' -------------- SCALE: _ --- - --SCALE: AS INDICATED W DATE: 03/28/18 WsicI a u� 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. 10 (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 MASONRY COLUMN TIE IN (1) CONT. # 5 FROM SYMBOLS LEGEND TIE BEAM TO FOOTING C ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 ooe u A CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) MASONRY WALL • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 REINFORCING PER C PLAN (TYP). CONT. FTG. TO TIE BEAM. 8 ° mole -j 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Wz a w a m z t� Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. va GRADE 60 #5 CONT. FT.G TO TIE BEAM. U) W U r' W p L)� l— ^ �„� r, E o 0 O6-'p�!%�a, (1) # 5 @TOP, BOTTOM } J Z &@24"O.C. ❑ m,�. N VERTICALLY BETWEEN Z)w�0�,�� 0 c��o O <2wZ,oMzWz COLUMN &MAIN a 0zz=W2O HOUSE CMU g a <2U- ❑ a > O �- a FILLED CELL Ji a C� PLAN VIEW z Fi (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 MASONRY COLUMN TIE IN (1) CONT. # 5 FROM ` TIE BEAM TO FOOTING C u ooe u A 2 MASONRY WALL LL► p W 00COO REINFORCING PER C PLAN (TYP). u 1/2"= -O" 1 b DOWEL PLACEMENT PLAN_ 1/411=11-011 i t 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 I/ 11 . Lq 0) U ooe A 7 L LL► p W 00COO ' v® 8 ° mole -j Wz a 0 W I/ 11 U A 7 L d g ' W 8 ° Wz a 0 a m z Q M a U) W U r' W p L)� l— ^ �„� -j o) E o O6-'p�!%�a, U } J C�wZGiM�.c ZQO-�cwo Uj m,�. N Z)w�0�,�� 0 c��o O <2wZ,oMzWz ar a 0zz=W2O g a <2U- WCY) a > O �- Ji a M 0 a ao >-J �JLLI W o a W O LU = Z Cl) LU UCf a = a � -", m � O w N Z a LL (L N a BLDG DESIGN: --- a STRUCTURAL ENG: MCD �- a DRAFTING: — -DESIGN: --- - -STRUCT: MB a a' , QC CHECK: MRB a JOB No. PSQ-0204780 SCALE: AS INDICATED DATE: 03/28/18 J C. 7 (1) #5 FROM FTG. TO BOND BEAM IN FULLY A ABOVE - WALL GROUTED CELL. MASONRY WALL (2) #5 BARS @ TOPWHEN SPLICE TO BE MIN. 30" MIN 5" MONO DEPTH MASONRY WALL CURB EXCEEDS 26". IF SEE PLAN SPLICE TO BE MIN. 30" DEPTH IS LESS THAN U) Uj ce) (2) #5 BARS @ TOP 26", THESE BARS ARE CONCRETE SLAB PER CONCRETE SLAB PER a NOT REQUIRED FOUNDATION PLAN4 wEXCEEDS VERIFY W/ DETAILS FOR REQ'D #3 STIRRUPS @ a.% 26". IF (1) #5 FROM FTG. TO ABOVE - WALL NOTE TO CONTRACTOR: MASONRY WALL BOND BEAM IN FULLY :11 MIN 5" SEE PLAN GROUTED CELL. CURB 01 SPLICE TO BE MIN. 30" U) Uj ce) (2) #5 BARS @ TOP CONCRETE SLAB PER a WHEN MONO DEPTH > g wEXCEEDS VERIFY W/ DETAILS FOR REQ'D 26". IF DEPTH IS LESS THAN CONCRETE SLAB PER > 26", THESE BARS ARE FOUNDATION PLAN g NOT REQUIRED VARIES 11 STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS SEE PLAN ti W 41 4 CONC. SLAB PER FOUNDATION PLAN IF BEARING WALL ABOVE - WALL NOTE TO CONTRACTOR: ANCHOR TO HAVE MIN. 7" EMBEDMENT BELOW MIN 5" LOWEST STEP OF CURB 01 (1) #5 CONT. W/ 1-1/2" U) Uj ce) COVER TYP. z CONCRETE SLAB PER a > g FOUNDATION PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W1 DETAILS FOR REQ'D 0, 4 HOLD BRG WALL BACK SO GYP FINISH IS FLUSH W/ I FOUNDATION BELOW 2x BRG WALL PER PLAN AND BEARING WALL SCHEDULE k.,U114U. OL/,XD PER FOUNDATION PLAN U) UJ CO 2x P.T. BASE PLATE A"' 4 A 48" O.C. WHEN A 4 A A 00 A A 4 .0 #3 STIRRUPS GRADE A z Lq 4 �7 77 1 7' 4 Of,, 7, 7= 4 MONO DEPTH GRADE 7 ..14 9 . . . . . . 00 BD 17 . . , -A F BO z EXCEEDS 26", IF 00 48" O.C. WHEN DEPTH IS LESS A U, 'd At z 6"F7Cay C? 9 MONO DEPTH THAN 26" EXCEEDS 26", IF A 4." A 4 Aj 01 x 1,* 0 — I I— THESE BARS DEPTH IS LESS 9 tEmr ARE NOT REQ'DIII 11 11 L -I I I. 5� I 1 ® THAN 26" 0 4, LU (1) #5 BAR CONT.. THESE BARSIII III 8" 1 16" 04" M ci W/ 3" COVER TYP. ;0, z T. ARE NOT REQ'D CLEAN COMPACTED (2) #5 BARS CON 711=1 1 I__I I I__I I I' FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ 0 C= W/ 3" COVER TYP. CLEAN COMPACTED (2) #5 BARS CONT. 6" 8" 8" 10" R 0 .......... 811 FILL @ 95% STANDARD 3" COVER TYP.• _j FILL @ 95% STANDARD 11-411 DENSITY 0 U_ acC 811 W/ 3" COVER TYP. k I -4't 10, DENSITY 0 DENSITY (2) #5 BARS CONT. W/ U_ -*k ? % L I 3" COVER TYP. CLEAN COMPACTED CLEAN COMPACTED ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL FILL @ 95% STANDARD FILL @ 95% STANDARD MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY U_ WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1/2" CLEAR TO SHALL BE 1'4' WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG 0 GRADE AND 1-1/2" CLEAR TO SHALL BE l'-4" WIDE W1(3) #5 BARS ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS 0), 6, Lu WEATHER WEATHER TYPICAL GARAGE CURB FO "FO N FO DOUBLE STEP FOOTING fiFO�\ BEARING SLAB STEP DOWN FO FOOTING ON -BEARING SLAB STEP DOWN 11=11 -Oft W FO TYPICAL EXTERIOR FOOTING 1-011 3/4"=1'-0" 3/4"=1'-0"3/4 WW 3/4"=11-010 3/4"=1I T O W W,! o 0 2x BRG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATE SEE PLAN FOR CLEAN COMPACTED SHOWER SIZE FILL @ 95% STANDARD DENSITY CONC. SLAB PER 0 0 Vj U. ;;, FOUNDATION PLAN SLAB W/ (1) #5 CONT. < #5 CONT. 0, 111 FOUNDATION PLAN OPTIONAL CURB BY 2 4 4 V 1, f� U) :5 N W1 3" COVER TYP. 0 A A A. 'A I BUILDER U_ A. f4l. REINFORCEMENT SEE IV Z OA 4 ' 11 , 6, f01 CONC A r 1!�w rm silo 0 4- FOUNDATION PLAN - co SLAB PER _4� : . 1:. 'd W WD .1 (0 4 4 :! - ." > A' 'A .. - I' .A -4 GRADE 4.W r FOR QUANTITY 4 . . A A 4 FOUNDATION PLAN A• 0 A. -III-III-I I_co El I 1' 11 A� A W# Now .0 EM a III 0 . 00 44 BARS AT CORNER, OR rri 1� - — I F— -4 A 9 U) 90 -DEGREE #5 HOOK III 4 j 00 .. LIFF, H, LI _.% % - 11 - . A 2 GRADE '. .1, . 4 0 : , A..., . . . I I I I I % 4 ' . i �4. A A Wilt VERIFY PLA A —A" 4" -=I I I-- FOR REQUIRED #5 4. BARSAROUND 111 11 1=1 I N DETAILS 4, 1EF, 11 1'-- -- BEND CONTINUOUS #5 IN= OWN 00 A '4 A 4 I W I F CONT BARS. MAINTAIN 4 - CORNER. LAP REBAR ow 11111M. Now -to"' (2) #5 BARS @ TOP PER DETAIL MD08 ON Uj (2) #5 BARS CONT, W/ 9 1 3" COVER TYP. A '4. ONO om 8t% -44 A 4 q Z 8.1 81, I�E —, I I I . A' LINTEL PLANQ 00 oe 311 COVER TYP. 8t WHEN MONO DEPTH 0 , . . . - A A. A % 16" MIN I I -L16" MIN. I—. z EXCEEDS 26". IF I FE1 I I I I T DEPTH IS LESS THAN III ITHESE BARS ARE 0 U) w VERIFY PLAN DETAILS BEND EACH CONT. #5 U_ z 0 #3 STIRRUPS @ 8., NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, z LLJ 0 W CONT. BARS. MAINTAIN 0 0 E OR INSTALL #5 HOOK O.C. WHEN MONO (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP. BARS FOR EACH CONT. 8 DEPTH EXCEEDS 26", W/ 3" COVER TYP. FILL @ 95% STANDARD R ill. od Cj U) VI- 0 BAR. LAP REBAR PER -7 -_ N 7 IF DEPTH IS LESS 0 0 LU a Cl) WHERE 2ND STORY OCCURS, FTG DENSITY DETAIL MDO8 ON z �- Z > THAN 26" THESE BARS _j SHALL BE l'-8" WIDE W/(3) #5 BARS LU < 0 -Mj U ARE NOT REQ'D LINTEL PLAN 0 P F n Jo� a T TYPICAL CORNER BAR DETAIL (TOP VIEW) 0 FOOTING @ SHOWER AT MASONRY FO 0:� THICKENED EDGE fiRk TYPICAL STEP FOOTING DETAIL fiF1 W Z C/) co R 0 < FO I -Olt 3/4=11-011 Lij cc Z E FO FOOTING AT INTERIOR BEARING t-011 3/4"=1'-0" 3/4"=1 LU: F_ z z W f-011 3/4"=1 D oz�-WRO 3/4"=1 1: L) < =) III -� a- < Q� U- (D 8" C.M.U. FINISH PER 8" CMU -R W F- Ou, U. 0 ELEV. FINISH PER ELEV. 0 W z U_ FINISH FLOOR CONC. SLAB PER FOUNDATION PLAN FINISH FLOOR z PENETRATING PIPE 0: MAX. 4" PENETRATING Z M CL 0 #5 LOOP TIE (TYP.) A:'4 GRADE/ PIPE. MAX 4" WOOD POST PER PLAN A -,j U) I . .. . ... . .., FOR SIZE AND BASE (5 FILLED CELL PER PLAN �0• REFER TO CO 0 W CONNECTION FOUNDATION PLAN > _j w ® ''' FOR CONT. TOP COURSE TO BE LLJ PVC SLEEVE Uj DOOR LOCATIONS. 4" FOUNDATION ENTIRE BASE TO BE - — — — — — — -- INFORMATION 6" DIAMETER Uj > O 2 W 4 0 Uj MAX _11 0 W NOTE: AT FRENCH CHAIR BLOCKS. CONTRACTOR TO Ad. 4 Id FOOTING PER PLAN FILLED SOLID co I SEE ELEVATION VERIFY WITH DOOR GARAGE FOOTING PER PLAN CMU BASE W1 (1) #5 .4 SLOPE W, = Z CO MANUF. FOR CLEAN COMPACTED 71 VERTICAL @ EA. F- W 0 LLJ REQUIRED RECESS 17- PVC SLEEVE U') FILL @ 95% STANDARD (FRONT VIEW) CORNER. SEE PLAN _j THRESHOLD PER MFR'S. MAX 6" DIA. DENSITY SPECIFICATIONS TOP VIEW CORNER (SIDE VIEW) FOR BASE SIZE; BARS Uj a. TO TIE INTO EXT. FTG. 4 1A. BY TIE IN OR EPDXY• z THRESHOLD PER CONC. SLAB PER lk, 4 0 EXTEND SLAB OUT 1 1/2" AT GARAGE WALL CONNECTION MANUFACTURER'S FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW () Ch FRONT ENTRY DOOR & GARAGE BEYOND (2) #5 x 4'-0" BARS W 0 SPECIFICATIONS ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE 0 -5 A' 'A FOOTING PER MF08 ON A 0 It CN Z PENETRATION .1 W (0 < THIS SHEET BEYOND W �4 i U) z 4 PITCH FO 4' PAVERS PER LU BLDG DESIGN: --- U) DRIVEWAY BY A 4 0 CL Cq CONC. SLAB OR co FOUNDATION PLAN R PLAN W I' — .. . )IV CONC. SLAB PER _.J�r III . 4 . , 1 4 1 16' BUILDER- CONCRETE 4 OR PAVERS A. 4 GRADE STRUCTURAL ENG: MCD . 4A U) W1 DRAFTING: F-1 I it ce) 'Old A '4. -DESIGN: SLOPE V 1: .. K - .. . . 4 4. A -STRUCT: MB 4' Z. :4 CLEAN COMPACTED SEE FOUNDATION FOR PER DOOR MANUFACTURER SLOPE EXT. SURFACE PAD SIZE 4 Ill FILL @ 95% STANDARD ' . 1 .0 FOUNDATION PLAN '4 - - 4 4 PSQ-0204780 Id. U): JOB No. FOOT AWAY FROM _J' ­ L . ....... . OR GRADE 1/8" PER DENSITY CLEAN COMPACTED - 8" x 8" THICKENEDIII -FOR CONT. I A SEE FDN STANDARD _jr A' BUILDING 4" 8" Ill- FOUNDATION A SCALE: AS INDICATED PIPE PARALLEL TO FND FILL @ 95% STA --7—F EDGE W/ (1) #5 CONT. PLAN FOR I- DENSITY 1/2" FIBER EXPANSION INFORMATION I_.I IT z W/ 3" COVER, TYP, E:SIZE & REINF. LU DATE: 03/28/18 AS REQUIRED 0, —'* TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING FOOTING @ ENTRY MASONRY COLUMN (0 fiF1 UJ A`F�11 EXTERIOR DOOR POURED SILL fiF 1`� THICKENED EDGE @ GARAGE DOOR 3/4"=11-011 3/4"=11�011' 1-010 3/4"=1'-0" S3 3/4"=1 S, 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. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATE NOTE TO CONTRACTOR: 0 ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W1 DETAILS FOR REQ'D 0, FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALLCo. C) FOUNDATIONS AS SPECIFIED THIS DETAIL. % (D MIN. 24" BEFORE ANOTHER STEP A ' °. .' . �d:., °�:' UJI / 1 z CONC SLAB PER L,J z I.- CL 0 10 01 1 ° ° DENSITY CONC. SLAB PER 0 0 Vj U. ;;, FOUNDATION PLAN SLAB W/ (1) #5 CONT. < #5 CONT. 0, 111 FOUNDATION PLAN OPTIONAL CURB BY 2 4 4 V 1, f� U) :5 N W1 3" COVER TYP. 0 A A A. 'A I BUILDER U_ A. f4l. REINFORCEMENT SEE IV Z OA 4 ' 11 , 6, f01 CONC A r 1!�w rm silo 0 4- FOUNDATION PLAN - co SLAB PER _4� : . 1:. 'd W WD .1 (0 4 4 :! - ." > A' 'A .. - I' .A -4 GRADE 4.W r FOR QUANTITY 4 . . A A 4 FOUNDATION PLAN A• 0 A. -III-III-I I_co El I 1' 11 A� A W# Now .0 EM a III 0 . 00 44 BARS AT CORNER, OR rri 1� - — I F— -4 A 9 U) 90 -DEGREE #5 HOOK III 4 j 00 .. LIFF, H, LI _.% % - 11 - . A 2 GRADE '. .1, . 4 0 : , A..., . . . I I I I I % 4 ' . i �4. A A Wilt VERIFY PLA A —A" 4" -=I I I-- FOR REQUIRED #5 4. BARSAROUND 111 11 1=1 I N DETAILS 4, 1EF, 11 1'-- -- BEND CONTINUOUS #5 IN= OWN 00 A '4 A 4 I W I F CONT BARS. MAINTAIN 4 - CORNER. LAP REBAR ow 11111M. Now -to"' (2) #5 BARS @ TOP PER DETAIL MD08 ON Uj (2) #5 BARS CONT, W/ 9 1 3" COVER TYP. A '4. ONO om 8t% -44 A 4 q Z 8.1 81, I�E —, I I I . A' LINTEL PLANQ 00 oe 311 COVER TYP. 8t WHEN MONO DEPTH 0 , . . . - A A. A % 16" MIN I I -L16" MIN. I—. z EXCEEDS 26". IF I FE1 I I I I T DEPTH IS LESS THAN III ITHESE BARS ARE 0 U) w VERIFY PLAN DETAILS BEND EACH CONT. #5 U_ z 0 #3 STIRRUPS @ 8., NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, z LLJ 0 W CONT. BARS. MAINTAIN 0 0 E OR INSTALL #5 HOOK O.C. WHEN MONO (2) #5 BARS CONT. CLEAN COMPACTED 3" COVER TYP. BARS FOR EACH CONT. 8 DEPTH EXCEEDS 26", W/ 3" COVER TYP. FILL @ 95% STANDARD R ill. od Cj U) VI- 0 BAR. LAP REBAR PER -7 -_ N 7 IF DEPTH IS LESS 0 0 LU a Cl) WHERE 2ND STORY OCCURS, FTG DENSITY DETAIL MDO8 ON z �- Z > THAN 26" THESE BARS _j SHALL BE l'-8" WIDE W/(3) #5 BARS LU < 0 -Mj U ARE NOT REQ'D LINTEL PLAN 0 P F n Jo� a T TYPICAL CORNER BAR DETAIL (TOP VIEW) 0 FOOTING @ SHOWER AT MASONRY FO 0:� THICKENED EDGE fiRk TYPICAL STEP FOOTING DETAIL fiF1 W Z C/) co R 0 < FO I -Olt 3/4=11-011 Lij cc Z E FO FOOTING AT INTERIOR BEARING t-011 3/4"=1'-0" 3/4"=1 LU: F_ z z W f-011 3/4"=1 D oz�-WRO 3/4"=1 1: L) < =) III -� a- < Q� U- (D 8" C.M.U. FINISH PER 8" CMU -R W F- Ou, U. 0 ELEV. FINISH PER ELEV. 0 W z U_ FINISH FLOOR CONC. SLAB PER FOUNDATION PLAN FINISH FLOOR z PENETRATING PIPE 0: MAX. 4" PENETRATING Z M CL 0 #5 LOOP TIE (TYP.) A:'4 GRADE/ PIPE. MAX 4" WOOD POST PER PLAN A -,j U) I . .. . ... . .., FOR SIZE AND BASE (5 FILLED CELL PER PLAN �0• REFER TO CO 0 W CONNECTION FOUNDATION PLAN > _j w ® ''' FOR CONT. TOP COURSE TO BE LLJ PVC SLEEVE Uj DOOR LOCATIONS. 4" FOUNDATION ENTIRE BASE TO BE - — — — — — — -- INFORMATION 6" DIAMETER Uj > O 2 W 4 0 Uj MAX _11 0 W NOTE: AT FRENCH CHAIR BLOCKS. CONTRACTOR TO Ad. 4 Id FOOTING PER PLAN FILLED SOLID co I SEE ELEVATION VERIFY WITH DOOR GARAGE FOOTING PER PLAN CMU BASE W1 (1) #5 .4 SLOPE W, = Z CO MANUF. FOR CLEAN COMPACTED 71 VERTICAL @ EA. F- W 0 LLJ REQUIRED RECESS 17- PVC SLEEVE U') FILL @ 95% STANDARD (FRONT VIEW) CORNER. SEE PLAN _j THRESHOLD PER MFR'S. MAX 6" DIA. DENSITY SPECIFICATIONS TOP VIEW CORNER (SIDE VIEW) FOR BASE SIZE; BARS Uj a. TO TIE INTO EXT. FTG. 4 1A. BY TIE IN OR EPDXY• z THRESHOLD PER CONC. SLAB PER lk, 4 0 EXTEND SLAB OUT 1 1/2" AT GARAGE WALL CONNECTION MANUFACTURER'S FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW () Ch FRONT ENTRY DOOR & GARAGE BEYOND (2) #5 x 4'-0" BARS W 0 SPECIFICATIONS ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE 0 -5 A' 'A FOOTING PER MF08 ON A 0 It CN Z PENETRATION .1 W (0 < THIS SHEET BEYOND W �4 i U) z 4 PITCH FO 4' PAVERS PER LU BLDG DESIGN: --- U) DRIVEWAY BY A 4 0 CL Cq CONC. SLAB OR co FOUNDATION PLAN R PLAN W I' — .. . )IV CONC. SLAB PER _.J�r III . 4 . , 1 4 1 16' BUILDER- CONCRETE 4 OR PAVERS A. 4 GRADE STRUCTURAL ENG: MCD . 4A U) W1 DRAFTING: F-1 I it ce) 'Old A '4. -DESIGN: SLOPE V 1: .. K - .. . . 4 4. A -STRUCT: MB 4' Z. :4 CLEAN COMPACTED SEE FOUNDATION FOR PER DOOR MANUFACTURER SLOPE EXT. SURFACE PAD SIZE 4 Ill FILL @ 95% STANDARD ' . 1 .0 FOUNDATION PLAN '4 - - 4 4 PSQ-0204780 Id. U): JOB No. FOOT AWAY FROM _J' ­ L . ....... . OR GRADE 1/8" PER DENSITY CLEAN COMPACTED - 8" x 8" THICKENEDIII -FOR CONT. I A SEE FDN STANDARD _jr A' BUILDING 4" 8" Ill- FOUNDATION A SCALE: AS INDICATED PIPE PARALLEL TO FND FILL @ 95% STA --7—F EDGE W/ (1) #5 CONT. PLAN FOR I- DENSITY 1/2" FIBER EXPANSION INFORMATION I_.I IT z W/ 3" COVER, TYP, E:SIZE & REINF. LU DATE: 03/28/18 AS REQUIRED 0, —'* TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND F1 FOOTING FOOTING @ ENTRY MASONRY COLUMN (0 fiF1 UJ A`F�11 EXTERIOR DOOR POURED SILL fiF 1`� THICKENED EDGE @ GARAGE DOOR 3/4"=11-011 3/4"=11�011' 1-010 3/4"=1'-0" S3 3/4"=1 S, 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. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATE THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) OTHER BARS INTO REBAR IS °1 ' CORNER AS REQ'D INDICATED IN IA., 1�C�� LINTEL, #5 TO BE HOOK PER -� n HOOKED INTO MD08 44'IS SIDE VERTICALS ' TA 91/4 A. a .. G . pd ° • . 4.A 91/2 EITHER SIDE OF . • tl. v ° .= a #5 31/8 OPENING U.N.O. 113/4 JA . tl• °. a #6 .. r a - 4 v 30 41/2 8 1/16 181/2 48 #7 43/8 j9 13/16j16 1/2 35 51/4 9 13/16 21 3/4 56 10000/8107 z a � W_ w F_ z 0 w s z O v -o --— -� -- ---- a -, u- 44. 'LO LL U., Atl�I d°• ° I Na O W M ° al BOTTOM STEEL IN LINTEL IF I v z g " INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ° .c .°° AV h ' ROUGH OPENING PER PLAN 01 • ° TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR ° �-- STD. 90 DEGREE ANGLE 3000 psi '; CONC. W/ (1) #5 DIA. REBAR 'L I I I ':I; ' tl SEE PLAN FOR TOP OF WALL AND LINTEL INFO ° BAR SIZE BEND 0 LENGTH ' . • r: BEND G tl . NO �� TYPI AL SHEAR WALL •. °1 ap ° ° IA., 1�C�� • INFORMATION. MIN. (1) n 41/4 ' p: 44'IS l° REQUIRED ON 91/4 A. a LINTEL PER PLAN •' r d 5 5/8 91/2 EITHER SIDE OF . 55/8 121/2 . #5 31/8 OPENING U.N.O. 113/4 25 . tl• 'L I I I ':I; ' r' e ° 11-11' tl SEE PLAN FOR TOP OF WALL AND LINTEL INFO ° BAR SIZE BEND 0 LENGTH LAP SPLICE BEND G tl . NO -SHEAR WALL T OPENING TYPI AL SHEAR WALL SEGMENT °1 ap "All IA., 1�C�� ; INFORMATION. MIN. (1) .� °•A, 41/4 r' e ° 11-11' TYPICAL MASONRY CONSTRUCTION 3/411=11-011 tl SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND G SEE DOWEL LAYOUT LAP SPLICE APPROVED LINTEL MANUFACTURERS: "All "B". °1 ap "All IA., 1�C�� ; INFORMATION. MIN. (1) .� °•A, 41/4 ' p: 44'IS 2/111/4 REQUIRED ON 91/4 •�' LINTEL PER PLAN •' r 21/2 5 5/8 91/2 EITHER SIDE OF 3 55/8 121/2 32 #5 31/8 OPENING U.N.O. 113/4 25 ' tl• 151/2 40 #6 33/4 81/16 TYPICAL MASONRY CONSTRUCTION 3/411=11-011 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND G SEE DOWEL LAYOUT LAP SPLICE APPROVED LINTEL MANUFACTURERS: "All "B". PLAN FOR FILLED CELL ap "All IA., 1�C�� ; INFORMATION. MIN. (1) 17/8 41/4 ' p: 44'IS 2/111/4 REQUIRED ON 91/4 24 LINTEL PER PLAN •' r 21/2 5 5/8 91/2 EITHER SIDE OF 3 55/8 121/2 32 #5 31/8 OPENING U.N.O. 113/4 25 ' TRANSOM OPENING 151/2 40 #6 33/4 81/16 14 30 41/2 8 1/16 181/2 48 #7 43/8 j9 13/16j16 1/2 35 51/4 9 13/16 21 3/4 56 10000/8107 OPENINGS. U.N.O. ' FRAME INFILL AROUND 1217 2165/1969 6113/2931 8672/4576 (2) 2x8 SYP #2 P.T. WOOD HEADER 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO • , ., . WINDOW BY BUILDER 1663/1349 5365/1999 7342/3123 10000/4249 TURNED SIDEWAYS. ATTACH (2) 2x8 ... 0 SEE WF01/SD3 FOR M SYP #2 P.T. HEADER TO MASONRY O 05 I MORE INFO , 860 1651/1349 5365/1999 WALL W/ SIMPSON HU28-2 OR HUC28-2 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN UNFILLED 4'-6" 710 1423/1105 HANGER @ EA. END. USING (14) 1/4" 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT , 5'-2" 570 1232/1232 3480 / 2580 DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. r 6'-2" 488 991/991 2661/2143 5681/2698 INTO HEADER. NAIL EACH PLY AND 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 EACH ADDITIONAL HEADER PLY W/ (2) 0 . ROWS OF 1 O NAILS STAGGERED @ 6" * • 8'-0" 354 726/699 ' ' 3486/2255 O.C. AND MIN. 2" FROM ENDS. � N Z 9'-2" 315 f. LL' Q M ADEQUATE FOR THE LOADS. 1= DOOR OR WINDOW OPENING 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 wl MAX 4'-0"" 277 492/352 REFER TO DESIGN 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 11'-2" PLANS FOR REQUIRED 471 / 352 lot 1838 / 1567 2883 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. IN -FILL FRAMING 12'-0" 239 418/297 107571045 DIMENSIONS fiDO LINTEL W/ TRANSOM DETAIL 12'-8" 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND G LENGTH LAP SPLICE APPROVED LINTEL MANUFACTURERS: "All "B". ficif „D" "All ,"B,". 1�C�� v'D�" #3 17/8 41/4 7 15 2/111/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 8 1/16 181/2 48 #7 43/8 j9 13/16j16 1/2 35 51/4 9 13/16 21 3/4 56 U m 1 Is LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 1800 HOOK REBAR SPLICE DETAIL 3/4"=1'-0" #3 = 2 2" #4=2Y2' #5=2Y2' #6=3" #7=32" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 8" WIDE X 8" LONG BEAM POCKET. SEE FRAMING PLAN FOE BEAM INFORMATIO 6'-0" LL! PRECAST LINTEL LOAD TABLE LINTEL GENERAL CONCRETE LINTEL SCHEDULE 0 W < � Z 0 a V (n W i) yg,��oo®eo•oo®o o�, F =FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT QUANTITY OF #5 REBAR @ 8F16-1B/1T BOTTOM OF LINTEL CAVITY �— QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH q _cm APPROVED LINTEL MANUFACTURERS: M U.. 0. ®HCl LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE; QUALITY, LOTTS, &POWERS STEEL .. Uj dw °° CCo < APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL O �CIZC o ®®®••000000®®®• J LL Q _ V J ¢ z = _ n O STANDARD LINTELS �c 8F20-1B/1T STANDARD LINTEL NOTES O -_LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -113/13F32-013 O 8F32-1B/1T 1-1/2" CLEAR a ' 7-5/8" ACTUAL LINTEL _ 8" NOMINAL WIDTH 1 AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 8R30-0B/1T 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 • ' 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY d 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. z bo - 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 6 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END p;, 0 $F40 -16/17 M 7-5/8" ACTUAL IN LINTEL (VARIES) O 05 4'-01' 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN UNFILLED 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT , 5'-2" 570 1232/1232 3480 / 2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. r 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 0 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS z O 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 � N Z 9'-2" 315 618/5 LL' Q M ADEQUATE FOR THE LOADS. 1= 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 wl 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 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 107571045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL`' 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS U 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 18'-0" 0 211/0 750/0 1177/0 1676/0- 1. f PRECAST LINTELS = 3500 PSI, m 18'-8" 0 142/0 598/0 1114/0 1468/0 2. f PRESTRESSED LINTELS = 6000 psi. A. 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. 20'-8" 0 145/0 550/0 981/0 1376/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE U 22'-8" 0 110/0 450/0 824/0 1147/0 STRENGTH = 1900 PSL LU RECESSED LINTELS -FILLED 5. REAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB RELAXATION. 7/32 WIRE PER ASTM A510. 0 21-4" 1694/1694 3725/3280 5499/5421 0) LL! rn co rt LINTEL LUZ 0 W < � Z 0 a V (n W i) yg,��oo®eo•oo®o o�, F =FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT QUANTITY OF #5 REBAR @ 8F16-1B/1T BOTTOM OF LINTEL CAVITY �— QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH q _cm 0 M U.. 0. ®HCl J e*Q .. Uj dw °° CCo < 81=16-113/1'r ' �1 ®U o •zcr� � �Z.. 00 z 4 A • } O �CIZC o ®®®••000000®®®• J LL Q _ V J ¢ z = _ n O 11111111 �c 8F20-1B/1T 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085/4085 3'-4" 1081 / 920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 61-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964 / 1552 81-4" 415/235 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. ° U LINTEL DESIGNATION SCHEDULE O g � w z 1-- a w; o C-5, C w H , O W < � Z 0 a V (n W MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT U = UNFILLED R =RECESSED &FILLED WITH GROUT QUANTITY OF #5 REBAR @ 8F16-1B/1T BOTTOM OF LINTEL CAVITY �— QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH a O 8R6-OB/1T 0 8F8-OB/1T NOMINAL WIDTH 8R14-1B/1T (D 81=16-113/1'r CL Uj WALL LEGEND e O 8R14-0B/1T0 O 8F16-OB/1T Q _ V J ¢ z = _ n O 1-1/211 CLEAR °.. #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. ° GROUT �c 8F20-1B/1T = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS O 8F20-OB/1T O 8R22-1B/1T 14'-8" L' z #5 REBAR AT BOTTOM OF LINTEL t %' U.N.O. O 8F24-1B/1T io CAVITY O W 16'-0" LINTEL PLAN SAFE LOAD TABLE NOTES L 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. i 2. 0 = NOT RATED. E 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. L 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. i L 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY c CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. F 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/811=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 document$ without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U 8R22-0B/1T TIL- — Uu1 W„ILJL-W 01 U.1 <06 ._-------- ._ -------- __ -DRAFTING: 7-5/8 ACTUAL IN LINTEL (VARIES) 6 08" 8F24-0B/1T QC CHECK: NOMINAL WIDTH a O PSQ-0204780 L.L CL Uj FILLED EL z w w a ° . TOP KNOCK OUT/ LINTEL BLOCK -j co O 8R30-1B/1T F— W o=zwz OUaaL�o O ¢ , • #5 REBAR AT BOTTOM MIN. (1) F_ Lul r G1CC J REQ'D f- O 8F32-1B/1T 1-1/2" CLEAR a ' 7-5/8" ACTUAL LINTEL _ 8" NOMINAL WIDTH O 8R30-0B/1T Q M M _ #5 REBAR AT TOP MIN. (1) REQ'D ' s O 8F32 -0B/1T Q Q C.M.U. a O 8F38 -1 B/1T z bo - �. L o Q�' 0 8F12 -1 B/OT �z `- z O > CD �- *--,� BOTTOM REINFORCING PROVIDED Q O 0 $F40 -16/17 M 7-5/8" ACTUAL IN LINTEL (VARIES) O W 8" NOMINAL WIDTH w 8F28 -16/17 Q UNFILLED x 8F40 -06/17 M �. OW LINTEL PLAN SAFE LOAD TABLE NOTES L 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING, EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. i 2. 0 = NOT RATED. E 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. L 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. i L 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY c CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. F 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/811=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these document$ without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z U)U) ~ � J � _ (D ti E U.1 <06 ._-------- ._ -------- __ -DRAFTING: 0 1-1/2" CLEAR 8 .0 -STRUCT: J QC CHECK: Z 00 QO->--UjW = S J". tl• v #5 REBAR AT TOP MIN. (1) REQ'D PSQ-0204780 L.L CL Uj ~ -j od 0>-08 z w w a ° . TOP KNOCK OUT/ LINTEL BLOCK -j U) O w a < a COURSE o F— W o=zwz OUaaL�o O ¢ , • #5 REBAR AT BOTTOM MIN. (1) F_ r G1CC J REQ'D o iv � Z-,�---- 16 GA. POWERS STEEL BOXED zZ a ' 7-5/8" ACTUAL LINTEL _ 8" NOMINAL WIDTH 0 0 POWERS STEEL LINTEL PLAN SAFE LOAD TABLE NOTES L 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. i 2. 0 = NOT RATED. E 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. L 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. i L 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY c CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. L 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. F 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/811=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 document$ without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. S4C z BLDG DESIGN: ~ � J � _ (D ti E MCD <06 ._-------- ._ -------- __ -DRAFTING: C/) ti �; W Z M ' 8 .0 -STRUCT: J QC CHECK: Z 00 QO->--UjW ai PSQ-0204780 L.L AS INDICATED ~ -j od 0>-08 � -j �0NOQ�. Zao�°Mw o F— W o=zwz OUaaL�o E F_ a W zZ LL OM _ 0 0 OM F- O > ".J cl)JtllLU 2 W o OW Z Z W W_ja = V 0 ' U) --� � N Z LL' Q M S4C BLDG DESIGN: --- STRUCTURALENG: MCD _._._._ ___.. _.-___ DRAFTING: ._-------- ._ -------- __ -DRAFTING: -DESIGN: --- -STRUCT: MB QC CHECK: MRB JOB No. PSQ-0204780 SCALE. AS INDICATED DATE: 03/28/18 S4C I WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL ® = 10'-8" T.O.k IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS 2 M C14 S1 U.N.O. z U m m m D o va Cil U U o ti 0 C14 2� CJ3 D02 LL u � LL U a a W CJ5 S1 ®®�r®��oroorrrrr®® as ®®® <k b ®® W co 00 T4" m Z LU o o, W S W co �g � J7 �_01 < Om z-�9�p y)cc Cb J7 0 p �:rrA110�Ww m U_ F11G WF11LL F15 S101 D S1 0' W � �. 1 i� Q iCL 0 C� S1 0 D F11 q' 19 5 H D03 ►z - I =_3=___ ZZI 1$ M BW1 SD1 F1.1 W12 w f a-� Z ----- - - O F11 18 4 H i j i i N N N ❑: �- i F1 i i LL ■ ;ice i i i i D FU - to B U5, W F6G z 0 05, S1 BW1 5;o 0 nn V w k° p F7G "" `� a H2x8 Z S1 BW1S1 �' °�,,, G z am D D L_ z H M U_ ---- I -- I 0 li Q U) W 1 I i z W U W _J �- .i O ����(D CONNECT FT4 TO LVL ■ ■ 2 i I d d O a. 0s -- ao 0o ao = u) Ln u) Un �n u� (O r- rn61 W/ SIMPSON HH ■ W W W U. ___ W W U_ W W W m - Z c F" I l I Ji I- z > a0 = III � -1i iiu I i wi � zQ0-��� Bw m 5, FT4 L_ -�.j I 1--- k- r~I p ~ ❑ >- o G1 IIIII F1 - ' ---- r -' � W �"' D c 0 X :s z <W a Ozl-WYO IIIII D D03 H2x8 D03 W I— n/ Z ❑ = z W = E G2 IIIII 2X4 SYP #2 BLOCKING @ F4 BW1 SD1 L) r... U Q = W SIM, LEDGER D04 SD1 16" O.C. ATTACH EACH IIIII BOTTOM @ 10'-8" © END TO TRUSSES W/ W � ��0( G3 ATTACHED TO F1 (3)12d TOE -NAILS. ATTACH F4 W0' 1_ Z o B5.25x16 EACH WALL STUD D BLOCKING TO, WALL S1 ¢ � 0 BOTTOM III 1 BELOW W/ SIMPSON DTC B 18 z, @ 9'-4"G4 IIIII CLIP FT2 p EE V .... MH F1 F1 0 Z M Ci CJ p FT1 D 1 M, 0 H F- 01 Q 0 CI)II1 (2) 2x4 #2 SYP BLOCKING C1 Q V L BETWEEN GIRDERS W/ 0, W J ; o U ✓O SIMPSON HU24-2 EACH END. z, W > BLOCKING TO BE INSTALLED n „ '. BETWEEN TOP CHORDS C2 Uj W 0 z U 1 W 0 W C3 LL W a CJ5 CJ5 0 W m 0 CJ3X1 CJ3 4 0 R N z UJ O� z 0 N LQL 5� ......_ _... c� Cil Cil W, BLDG DESIGN: - 10 E 11 X U) STRUCTURAL ENG: MCD � DRAFTING:. cc -DESIGN: --- ce) LO LO coF--STRUCT: MB QC CHECK: MRB W, JOB No. PSQ-0204780-------- `� SCALE: AS INDICATED FIRST FLOOR FRAMING PLAN DATE: 03,28,18 • NOI ES AND CONNECTOR LEGEND 1i4��=1�-0��NOTE. SEE PAGE S6 FORR5r. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE CONNECTION & FASTENERS UPLIFT VALUES VALUES TAG HEADER FASTENERS TAG STUD LUMBER CAP. BLOCKING A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE SPACING SPECIES TOP BOTTOM (plf) SPF(Ib) SYP(Ib) H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) BW1 16" SPP (2)12d (2)12d NO O (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 10dx12" NAILS OR 16d NAILS TOENAILS TOENAILS MID -SPAN El HETA20 w/(9) 10d x 12" NAILS FRAME TO CMU 1$10 1$10 UPLIFT ATTACH KING STUD TO HEADER w/(8) C (4)2X4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (2)2x8 #2 SYP w/2z' FLITCH PLATE SP4 W/(6) SP4 W/(6) 2„ (1)ply 2035 (1 )ply 2035 H2x8 16d NAILS BW2 16" SPF 1„ 1„ 570 plf MID -SPAN ] (1)ply TRUSS (10)10d x 1'NAILS FRAME TO CMU (2)ply 2500 (2)ply 2500 10d x 12 NAILS 10d x 12 NAILS (2)ply TRUSS (12) 16d x 12" NAILS H2x10 2)2x10 #2 SYP w/1' FLITCH PLATE ATTACH KING STUDTOHEADER w/(10) SP4 W/(6) SP4 W/(6) <8> (2)2X6 SPF #2 BUILT UP STUD COLUMN H10A w/(18)10d x 12" NAILS OR H10A 1015 H10A 1340 16d NAILS BW3 16" SPF �„ 570 plf rd. PT. 3❑ FRAME TO FRAME 10d x 1z NAILS 10d x 12" NAILS 3 (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS H10A-2 1070 H10A-2 1245 H2x12 2)2xl2 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) O (3)2X6 SPF #2 BUILT UP STUD COLUMN 16d NAILS BW4 (3) 12d (3) 12d NO HTS20 w/(24)10d x 12" NAILS 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN a FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) H3.5x5.5 (2)1.75"x5,5" LVL ATTACH KING STUD TO HEADER w/(6) O (2)2X8 SPF #2 BUILT UP STUD COLUMN LS 16d NAILS El (AT EXT LOCATIONS INCLUDEI(3) 2dl TOENAILS) SP4 W/(6) SP4 W/(6) 2 FRAME TO FRAME 2490 2900 BW5 12" SPF ,,, y, 760 plf MID -SPAN 10d x 12 NAILS 10d x 12 NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O (3)2X8 SPF #2 BUILT UP STUD COLUMN 16d NAILS SP4 W/(6) SP4 W/(6) 6� H2.5A w/(10)8d FRAME TO FRAME 535 600 BW6 12" SPF a.. ��� 760 plf 3rd. PT. ;, ATTACH KING STUD TO HEADER w/(10) 10d x 1z NAILS 10d x 1g NAILS (3)2X4 SYP #2 BUILT UP STUD COLUMN H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS MTS 12 w/(14)10d x 12" NAILS (3) 12d (3) 12d NO MID -SPAN El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 H5.5xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) BW7 16 SYP TOENAILS TOENAILS UPLIFT O (2)2X6 SYP #2 BUILT UP STUD COLUMN 16d NAILS ❑ MGT w/(22)1 pd e' EPDXY ANCHOR WSIMP, SET -XP EPDXY SP4 W/(6) SP4 W/(6) 8 FRAME TO CMU .3330 3965 3 2x12 #2 SYP w/ 1" FLITCH ATTACH KING STUD TO HEADER w/(10) BW8 16" SYP �„ 664 plf MID -SPAN K (2)2X8 SYP #2 BUILT UP STUD COLUMN MIN. 12" EMBEDMENT H3x12 O 2 10d x 12 NAILS 10d x 1" NAILS PLATE BETWEEN PLIES 16d NAILS HTT4 w/(18)16d x 22" NAILS & $' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. O 4x4 SYP #2 POST HEADER SUPPORT SCHEDULE Bw9 10d x 11" NAILS 10d x 1 ' NAILS 10 HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. FRAME TO CMU 10980 8910 SEE PLAN FOR WALL WIDTH SET EPDXY MIN. 12" EMBEDMENT JACKS @ EA. END KINGS @ EA. END SY OPENING SIZE (2) 12d (2) 12d NO O 6x6 SYP #2 POST BW10 12" P TOENAILS TOENAILS UPLIFT MID -SPAN 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 BW11 12" SYP SP4 W1(6) SP4 W/(6) 885 plf MLD -SPAN <8> 8x8 SYP #2 POST 4'-0" TO T-11" 2 2 10d x 12 NAILS 10d x 12 NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 OP 3-1/2"x3-1/2" LVL COLUMN. 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W/(6) SP4 W/(6) $$5 plf 1dPT 10d x 12" NAILS 10d x 12" NAILS 3r, . 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 10'-0" TO 12'-0" 3 4 OQ 3-1/2"x5-1/4" LVL COLUMN. SP4 W/(6) SP4 W/(6) 280 If STANDARD HEADER NOTES BW13 16" SPF 10d x 12" NAILS 10d x 11" NAILS p MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928p1f @ 32"o.c. @ 32"o.c. O 3-112"x7" LVL COLUMN. 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 "o.c. 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT BW14 12" SPF 380 plf MID -SPAN APPROVAL FROM E.O.R. @ x 12" NAILS @ x 12" NAILS O 3-1/2"x9-1/2" LVL COLUMN. @ 24"o.c. @ 24"o,c. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. �+ 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3.3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12 O.C. ONE STANDARD BEARING WALL W/STRAPS NOTES O - T 5-1/4 x5 1/4 LVL COLUMN. SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. O5 -1/4"x7" LVL COLUMN. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO 18 LTT20B w/(10) 10d NAILS & 4" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. EPDXY MIN. 7" EMBEDMENT CMU 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE 7"x7' LVL COLUMN. PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. HTT4 w/(18) 16d x 22" NAILS w/8' EPDXY ANCHOR w/SIMP. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. O 3 1/2" X 11 7/8" LVL COLUMN USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. (3)HTS20 w/(24)10d x 11" NAILS 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. �_ 20 2 FRAME TO FRAME 3735 4350 „ 7. BASE PLATE TO BE ATTACHED TO FOOTING USING - J BOLTS OR EPDXY (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2 ZO 5 1/4" X 9 1/2" LVL COLUMN 8. SEE DTL. WF09/SD2 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT ANCHOR W/ WASHER@ 6 FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR + MORE INFO. ANCHORS. STANDARD COLUMN NOTES ROOF NOTES. WALNO L IS INDICATED DITIONAL SW BW1NBW4, BW7 OR BW10. THESEONS TO THE ION ARE REQ'D. IF WALLS ARE ONLY BRG �7 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2, ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 23 DBL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. ON PLAN. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. 4x4: ABU44 w/(12)16d NAILS & " EPDXY ANCHOR WMIN. SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE 7" EMBEDMENT BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR WMIN. 12d TOENAILS. 7" EMBEDMENT COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 8x8: ABU88 w/(18)16d NAILS & (2) $" EPDXY ANCHORS w/ CONTINUOUS FROM FLOOR TO CEILING. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ FURTHER REVIEW. MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR STANDARD NAIL SCHEDULE 8. GC REQ'D TO PROVIDE PERMANENT BRACING/BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR, EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THISIF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 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:5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. TRUSSES 8d .131 x 21 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 2 ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 6" O.C. AT ALL SUPPORTED EDGES AND 10d .148" x 3" STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN IF UPLIFT IS HIGHER THEN 21001bs, CONTACT E.O.R. FOR FURTHER REVIEW. PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. 6 O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE 12d .148" x 34" p NOTES DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW SPACED NO MORE THAN 24 FLOOR FRAMING O.C. AND APPROVAL, AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: 16d .162" x 31" 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. GENERAL NOTES SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 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. 3." NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF 8d RING SHANK 113" x 2g 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO.NAILING NOTES CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. 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. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 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, 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE INDICATED AS LONG AS IT MEETS D. EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS, FASTENERS FOR PRESERV- ATIVELY DIAMETER AND LENGTH INDICATED. THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, FLOOR SHEATHING NOTE`? 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. BUILDER NOTE, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION BE INACCORDANCE WITH ASTM A 153. NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO, LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED FLOOR NAILING NOTES. ""STOP"`` PANEL EDGES AT MIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL WITH (3) 10d TOENAILS. SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. TAG I BEAM SIZE BEAM SCHEDULE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B3.5xl1.(10) 10d NAILS 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)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 63.5x16 (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 5.25x16 (3)1.75"X16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS NOTES & CONNECTOR LEGEND,',C 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. LH TO POST: SIMP. HTS20 OR MSTA18 tL TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS ��,�����iiilr9lf®®7d® 111 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x22" u.zi: O p ® u PLATE TAPCONS ° �, -I ®® M p O ON MASONRY: (1) SIMP. MSTAM24 C) m U_ TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (1.8)4"x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE 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 63.5x11. (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 25 NAILS & (1$)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B3.5xl1.(10) 10d NAILS 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP, HU410 OR HUC410 w/(10)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 63.5x16 (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 5.25x16 (3)1.75"X16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS NOTES & CONNECTOR LEGEND,',C 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. �j ease °°° ®7 n 11141®® W Q D rW L-.. 1� L.L.. U C 11 A � a z� U o zoz Z Z Z� O rW1''� a5w V gT_w J0)H E W' �rn>cr�r- o 06 J d' `- U 06 n O ( ti V U Z 0 M� C r/� Z0-_-'�� vJ Fdm C X05 0X: ~ OMZWZE O O<MLU LL < D; D- W Z OM Z O V O ~O r, .j W W W o W ZW_W n _ Wja W �v2 U yQ= IZ O. N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: ------------- ---------------- -DESIGN: --- -STRUCT:MB QC CHECK MRB JOB No. PSQ-0204780 SCALE. AS INDICATED ------------ DATE: 03/28/18 S6 LH rn co tL oo ��,�����iiilr9lf®®7d® 111 o M ® a u.zi: O p ® u Z o ° �, -I ®® M p O 7"' C) m U_ �j ease °°° ®7 n 11141®® W Q D rW L-.. 1� L.L.. U C 11 A � a z� U o zoz Z Z Z� O rW1''� a5w V gT_w J0)H E W' �rn>cr�r- o 06 J d' `- U 06 n O ( ti V U Z 0 M� C r/� Z0-_-'�� vJ Fdm C X05 0X: ~ OMZWZE O O<MLU LL < D; D- W Z OM Z O V O ~O r, .j W W W o W ZW_W n _ Wja W �v2 U yQ= IZ O. N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: ------------- ---------------- -DESIGN: --- -STRUCT:MB QC CHECK MRB JOB No. PSQ-0204780 SCALE. AS INDICATED ------------ DATE: 03/28/18 S6 WALL LEGEND Q = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4) VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. a H2x6 H2x6 -- EXTERIOR FRAME WALL Cil Cil N SCHEDULE (PARK SQUARE) CJ3T i z s O x i CJ3T N VjT i II SPACING SPACING WALL HEIGHT STUD & SPECIES INTERIOR ZONE ND ZONE CJ5T1 CJ5T 3:8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX ���Wran��r►�r®r® W co i DT3 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX O �e�®� w®� .� W °�° �� i I q 3 ®� 3 A i i D2T 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX "� O ®® 10-0 2x4 SPF #1/#2 1611O.C. MAX 12 O.C. MAX ci ¢ _ LLj Q ...a F1 i i F1 L.i W .���' -� 'fes LID a ¢ Q , I D2TEXTERIOR FRAME WALL NOTES 11%, & ,�� o. �o� 5�C1 ��� u. D1T 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED ����/����aaaa®Qa®� TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR H Cil REQUIRED STUD SPACING. LL Q ----------- --- 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O 3 5 16 ------' D5 &NAILING. PATTERN. S W CJ3 II SO 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE S Lu NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF N SD5 D5 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN ; 0 _ SIM. 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a CJ5 REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE D5 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS J7 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. II D4 J7 Fj//9:: D3Z ULTIMATE WIND SPEED: 140 MPH EXPOSURE: BJ74d, I O b4j<B� D2 F1 J7 i i by D I N �i D1 J7 ° I---------� D1 _--------� I C14 J7 _ ---_-� D2 J7 D3 J7 z C8 C8 J7 cs C.15 C8 CJ3 SO '�QkrN II C7 SD5 TII A 3 Cil N 11 C 5 C4 H2x6 t- C5 Q 5 0 p, Z 1-- D_ U W OzI—WYO 3 A SD5 2 A H1 E1 p W O 0 M V- ,E� pis ca = r LL ? :_5 H2 CJ3A .��. V p W a W Cil Ln LO Cil a 0 M CJ1 CJ1 H2x6 � NOW O z O ; J 41 v '��2 -� -� v a W " J W c z 2 W 0 W „ LU woW t� FE ira CL' QWa �a �0� z � CY , UcnQ� 0 F1 Z V `9 0 CIE C4 z F-, LUI D z 0.. CL C4 J BLDG DESIGN: --- am STRUCTURALENG: MCD _ _......__-------- W, DRAFTING: IX -DESIGN: --- Z -STRUCT: MB U_ 0r z, n V QC CHECK: MRB 2 ti W �- 0 U JOB No. PSQ-0204780 0 z SCALE: AS INDICATED W C) U.-1- E j :3 (0 DATE. 03/28/18 � J d �- p O � � V . zQo>_Wi r' Jpt`�o c i 1 I--' W --1 Ch U) W 0 W e 0 ZpI�wz E C6 UF- OzI—WYO 3 A SD5 2 A H1 E1 p W O 0 M V- ,E� pis ca = O 0 CJ3 :_5 H2 CJ3A .��. V p W Z M Cil Ln LO Cil a 0 M CJ1 CJ1 H2x6 � NOW O z H2x H2x6 o, ; J 41 v '��2 -� -� v a W " J W c z 2 W 0 W „ LU woW FE QWa �0� z � CY , UcnQ� F1 W 6 I— 01 0 CIE C4 z LUI ca 0.. CL C4 cn W BLDG DESIGN: --- STRUCTURALENG: MCD _ _......__-------- W, DRAFTING: IX -DESIGN: --- -STRUCT: MB QC CHECK: MRB U) JOB No. PSQ-0204780 Q SCALE: AS INDICATED ROOF FRAMING PLANW, DATE. 03/28/18 NOTE: SEE PAGE S6 FOR NOTES At D CONNEDI UK LtCitNU v.=,.b• M I C7(` -COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ..; a fn LU + 4.. Q +. a > ,!A 4 '`411 ��: N g F. ENTIRE COLUMN TO n BE GROUT FILLED w U.N.O. 07 �N 1:4. 07 1 } 4 4 v 4 PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL 1) #5 VERTICAL IN 3ROUT FILLED CELL (IF ZEQ'D PER PLAN) DOTE: SEE MD08 ON .INTEL PLAN VERTICAL REINFORCEMENT DETAIL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIREI CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS 1/2"=1'-0" I ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. SHEATHING PER PLAN 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W14-1/2" MIN. TYP. TRUSS TO FRAME EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER CONNECTION PER __._.w_.._._ ._._. 2x6xl2 P.T. SYP #2 CENTER BUCK STD. CONNECTOR EO :T)I NOTES I 1/2" J -BOLT W/ 5 1/2" EMBED. FRAME OUT TO BLOCK 1 112" 2x P.T. SYP #2 NAILER EDGE AS REQ'D OF OPENING W/ (1) 1/4"x2-3/4" MIN. 4" MIN. FROM TAPCONS @ 24' O.C. & FACE OF CMU 4" FROM ENDS LAST STUD OF KNEE WALL - - ANCHOR NOT PERMITTED TO BE JOINING UP TO MAIN HOUSE INSTALLED WITHIN 1-1/2" OF HEAD JOINT WALLS SHALL BE ATTACHED I (2) 2x TOP PLATE MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"1 SQ. TO MIN. (2) 2x FULL HEIGHT WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR WALL STUDS W/ (2)-16d NAILS r - - - BUCK, EA. SIDE OF OPENING. FIRST ANCHOR @ 12" O.C. (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" I (2) 2x #2 SYP SEE PLAN BELOW TOP OF BUCK. SPACE REMAINING ANCHORS MIN. 2x4 SPF #2 KNEE WALL �¢ "- @ 24" O.C. MAX WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE LL NOTE: CONTRACTOR TO VERIFY STRUCTURAL SHEATHING Uj co O BUCK TO CMU ATTACHMENT ON BOTH SIDES FROM TOP LOCATIONS PER GARAGE DOOR OF WALL TO BOTTOM OF BUILDER FRAME _._ o Lw MFR.'S WRITTEN SPECIFICATIONS BEAM. ATTACHED PER I RADIUS AS REQ'D W [ w NAILING SCHEDULE _..... � > ._.. __. ¢ O __ .__. 45 DEG. BEVEL CUT O = (D 2x6 P.T. SYP #2 BUCK OTHERWISE SP2 CLIPS m CQ af END, 1 1/2"ABOVE EACH STUD TO DOUBLE TOP GARAGE F.F., EA. SIDE PLATE AND SP1 CLIPS EACH 110 SECTION OF OPENING STUD TO BOTTOM PLATE CD OGARAGE BUCK DETAIL (MAX, 170C) ,- FO KNEEWALL AT DOWNSET BEAM ^ 3/4"=11-011 BEARING/ SHEARWALL CONNECTION TO CMU 2x BUCK DETAIL 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN NOTES: (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. SCHEDULE 3• ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2' TITEN HD ANCHORS W/ 01N. 1 t" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM JR 1/4 TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE `--- PRE -ENG. ROOF SIZE ITAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 CONNECTION 3/16" x 2 1/4" 121, PLATE w/ (2) 16d NAILS 1x8 3/16" x 2 1/4" 12" O.C. 2 24" O.C. & EXT. (2) 2x #2 SYP SEE PLAN w 2x4 3/16° x 3 1/4" 12" O.C. 1 FOR BEAM SIZE (ONLY 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 1 2 SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD L Ile PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRIG WALL, SEE PLAN FOR STUD SIZE & _T SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRIG WALL, SEE `--- PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION AF�lSECTION @ DOUBLE BEARING PRE-ENGINEERED — TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SPI CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCKOUT COURSE W/ (1) #5 CONT. 61171"o"A'KNEEWALL ABOVE MASONRY WALL 3/4"=1'-0" SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK (2) 2x PLATE EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN MOUSE WALLS SHALL BE (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. I FOR BEAM SIZE (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF BUILDER FRAME WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE INFO KNEEWALL AT UPSET BEAM (2) 2x BUILT-UP COL, 2x BLOCKING W/ (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ — (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) (2) 2x TOP PLATE ATTACH 2x TO BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. 3/4"=1'-0" (2) 2x TOP PLATE SEE FLOOR PLAN FOR MORE BRG. WALL INFO STEP @ BEARING FRAME WALL 3/4"=1'-0" DOUBLE 2x TOP PLATE IF REQ'D, PROVIDE CLOSURE WALL w/ h SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS `y TO TRUSS. STUDS @ II 24" O.C. & EXT. (2) 2x #2 SYP SEE PLAN w SHEATHING INSTALLED PER NAILING PATTERN FOR BEAM SIZE (ONLY CRICKET AS REQUIRED MAIN SPAN ROOF IF OPENING PROVIDED ' TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE 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. LAST STUD OF h KNEE WALL JOINING (2) 2x TOP PLATE' UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN w WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. I IF OPENING PROVIDED ' (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ I 2x4 SPF #2 KNEE WALL w (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. O.C. I W/ STRUCTURAL �. 1/2" x 8" ANCHOR BOLT SHEATHING FROM WI OR TITEN HD @ 32" I TOP OF WALL TO O.C. & 6" FROM EACH BOTTOM OF WALL. Uj CO� END • ATTACHED PER NAILING SCHEDULE ul'' Q0®®�® ®r®r®� •,� '/��®®� 100PLATE 2x PT BOTTOM cam ��sa�� "srY '° OTHERWISE SP2 CLIPS ��`®9�® o 0' PRECAST LINTEL OR * EACH STUD TO BEAM O'�Z- Z CII „;, KNOCK OUT COURSE ABOVE AND SP1 CLIPS 0 r�r» J .� LY Fr: MASONRY WALL EACH STUD TO BOTTOM PLATE Q� ®� > �' a �v®."y�� `t fz P�� ��• Qp o� J nye 6FO KNEEWALL AT MASONRY WALL �" �i®®®fid M®gyp ���®®�� 00 3/4"=1'-0" x H CONTRACTORMAY ELECT TO BUCKET SHORT SPAN U_ 0 BEAM INTO LONG SPAN AS INDICATED ON BEAM cry' SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN O W STRAP IS NOT REQUIRED. � PT. POST (AS NOTED) a; EXT. AS NOTED =-- LAP BEAM PLYS AND 0 NAIL AS SHOWN (5) --�' 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM w EXTERIOR BEAM AS 0. NOTED PLAN VIEW @ TOP OF POST p PT POST (AS NOTED) ABU POST BASE Ca CL (AS NOTED) W 0 5/8" THREADED ROD w/ C V o. NUT SET IN ADHESIVE (4 W II a \� ° . I1 ° °°--�/SEE FOUNDATION U a / PLAN FOR ADDITIONAL W •��'' U �� INFO 0 U SIDE VIEW @ BASE OF POST05 8 ° 6DO1 CORNER COLUMN FRAMING a 3/4"=1'-0" a a M 1— J U � 0 PRE-ENG.TRUSS PER a PLAN, 24" O.C. MAX va 09 Z 00 ROOFING MATERIAL PER ARCHS U_' SEE FRAMING PLAN 0 W U) w Uti FOR CONNECTION o Q © L) n E INFO 06 .rU) N °' SEE ELEVATION Ca u) Z - a TOP OF MASONRYw' Z Q Z J ,� m — SEE ARCH PLANS FOR T �/ LL. — U� m- ti c _ v OVERHANG INFO J W M Q 0� LU 0 LU ~ Z O°ZFwYO RE, ELEV. W "`S o - cr Q 2 U_ � FOR O.H. W i'� I— O ,n TYP. SINGLE TIE -BEAM 0 W V Z� 0 W/ (1) #5 CONT. U _ O O GROUT SOLID Q (n z V LU U) a Z M O WINDOW PER >F- FLOOR PLAN z 0 W W o PRECAST CONC. OR JI LLI J W POWERS STEEL SILL_ W TYP. @ ALL WINDOWS W = Z U) O '4 �. EXT FINISH PER PLAN z ,QWa .I• U Q . �,• MAIN FLOOR 0 W m o ' ELEV 0'-0" r46 A O W C4 Z CONC. SLAB - .:..' ; VERT REINF. BEYOND 0 p,, N SEE FOUNDATION U) BLDG DESIGN: --- _ _ PLAN FOR MORE INFO hI I h I_- Q (- STRUCTURAL ENG: MCD ------------- II MASONRY WALL PER �' DRAFTING: -DESIGN: --- II PLAN -STRUCT: MB SEE FOUNDATION U QC CHECK: MRB DETAILS FOR FTG INFO ca) JOB No. PSQ-0204780 SCALE: AS INDICATED W; DATE: 03/28/18 S01 TYPICAL ONE STORY CMU WALL SECTIONI 3/4"=1'-0" tx: cry 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. SIMPSON,..., DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION MAINTAIN 3 1/4" CLEARANCE BETWEEN INSIDE FACE OF CMU AND CENTERLINE OF J -BOLT 2x8 P.T. PLATE, CANT. FOR CLG. NAILING SURFACE PROVIDE 16d NAILS — GABLE END TRUSS TO PLATE @12" O.C. MAX. CMU WALL OR LINTEL BELOW SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM -� - WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. NAILING SCHEDULE @ WALLS CARRYING / LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. 4" VERTICAL GAP BETWEEN 12 LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE —� F2 NON-BEARING WALL (PARALLEL TRUSS) CONTRACTOR TO FIELD VERIFY WHICH --- TYP. NON -LOAD UP TO 4'-8" BEARING WALL PER SIMPSON DTC @ 48" CONDITION IS REQUIRED. CONTACT EOR O.C. MAX. STUD NAILS (MAX. a' SPACING TO BE VERTICAL GAP FOR ADDITIONAL INFO AS REQ'D BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS SIMPSON A23 @ EACH A35 DIAGONAL TO — —�— CABINETS OR HEAVY REDUCE DTC SPACII SHELVING. TO 24" O.C. FOR BRACE TO PLATE TRUSS BOT. CHORD LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-z" SHELVING BELOW BOTTOM OF 1/2" J -BOLTS w/ 2x BLOCKING x 12" CHORD. LONG @ TRUSS �7 •a•�•�`S/.` ` ®� LL LOCATION FOR CLIF ATTACHMENT, @ 41 WASHERS (MIN. 6" SINGLE TOP PLATE MIN. (4) 8d NAILS. W SINGLE 2x TOP PLA1 EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ W J W � AEACH END AND 32" 24" O.C. FOR FALSE BM � W n W O.C. MAX. ATTACHMENT w/ (3) 10d X z TOENAILS EA. END 0 = Z T_ m 2x TOP PLATE TOLL ii 0. UJI W Y GABLE END W/ 16d 0 �� aW '4 o m NAILS @ 6.. O.C. o FRAMING FOR FALSE L LU a. z BEAM, IF REQ'D w/ (3) HGA10 @ 32" O.C. 10d NAILS @ EA. 0' LU -7 �d TRUSS BRACE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN z' PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. NAILING SCHEDULE @ WALLS CARRYING / LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH W/ (6) 8d NAILS (MAX. 4" VERTICAL GAP BETWEEN 12 LONG BLOCK & TRUSS BOTTOM CHORD/ TRUSS BLOCKING.) 2x BLOCKING x 12" LONG @ HORIZONTAL BLOCKING LOCATION FOR CLIP ATTACHMENT. ATTACH TO WALL SINGLE TOP PLATE W / MIN. (4) 8d NAILS. SINGLE 2x TOP PLATE —� F2 NON-BEARING WALL (PARALLEL TRUSS) 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART TRUSSES AT 24" O.0 --- TYP. NON -LOAD UP TO 4'-8" BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. a' SPACING TO BE VERTICAL GAP REDUCED DOWN TO BETWEEN 12" LONG 16" O.C. MAX. @ BLOCK & TRUSS LOCATIONS CARRYING BOTTOM CHORD/ LOADS SUCH AS TRUSS BLOCKING.) CABINETS OR HEAVY REDUCE DTC SPACII SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH AS NON -LOAD BEARING CABINETS OR HEAV WALL DOWN 1-z" SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS �7 •a•�•�`S/.` ` ®� LL LOCATION FOR CLIF ATTACHMENT, @ 41 O.C. ATTACH TO WA SINGLE TOP PLATE MIN. (4) 8d NAILS. W SINGLE 2x TOP PLA1 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 T-0" (1) 2x4 BRACE 7'-0" < H tS 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H!614'-0" STRONGBACK W/ (1)2x4 BRACE 14'-0" < H518'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING 3/4"=1'-0" TYP. NON -LOAD BEARING WALL PER PLAN. STUDS @ 24" O.C. MAX. STUD SPACING TO BE REDUCED DOWN TO 16" O.C. MAX. @ LOCATIONS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING. HOLD TOP OF NON -LOAD BEARING WALL DOWN 1-1' BELOW BOTTOM OF TRUSS BOTTOM CHORD. WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. CONT. 2x4 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 Q A GABLE END SHEATHING FASTEN PER LAN, LEDGER @ LOW ROOF STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN L SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. PER HEADER SCHED, THEN ATTACH ADDIT'L KINGS AS REQ'D. TYPICAL HEADER DETAIL 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE *WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTORLEGEND SHEET FOR MORE INFO. _ 1/2"=11_01 I \ l 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. C7 V A� w. n0, DOOR OPENING M L SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR MORE INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD3 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. PER HEADER SCHED, THEN ATTACH ADDIT'L KINGS AS REQ'D. TYPICAL HEADER DETAIL 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE *WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER LINO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WALL SCHEDULE ON NOTES & CONNECTORLEGEND SHEET FOR MORE INFO. _ 1/2"=11_01 I \ l 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. C7 V A� w. n0, �Istltlllt!� M Uj 0 ® •� • 00.. p `moi W <Cclz z 7K •®4k _j �7 •a•�•�`S/.` ` ®� LL UJI 0 O W J C O .� W J W � cn' a W Z � W n W � Q�U a 0 = Z 0. UJI W 0 �� aW 0. o LU ar .4 U)M H. 0 0' LU -7 �d 0, z' Q V) 05 A BLDG DESIGN: --- U, STRUCTURAL ENG: MCD cn w' I 0 U LU w � w uo W z 0 05 O U ° a 0. � o A `� d �I r d s J U F_ A Q z0 �1�� z W H co U) w 0' UJ ©ern—E � (0 <1 0' pp J Ci U (n ^ N Q 0wZ0Mr W , .5 Z<0-�j -ulco JUF-CO}a c O W W �U)E0 0c LU! —I Z<O�2ua o o=ZwZ z 0 W V Z o O Q � �o Z -- w' V n0, 0 M z ao 0 W J C O .� W J W � Z � W n W n 7- = Z UJI W 0 �� aW 0. o ar .4 U)M 0' LU -7 �d 0, z' Q V) 05 A BLDG DESIGN: --- U, STRUCTURAL ENG: MCD W, DRAFTING: a -DESIGN: --- -STRUCT: MB U -- - - _ QC CHECK MRB c a JOB No PSQ-0204780 H SCALE: AS INDICATED uj DATE: 03/28/18 A F '' SD2 H /-X-+ BLOCKS, (2) 1F -' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA, ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. %THING PER PLAN RE O.H. IS > 1'-0", :1 END GABLE w/ .00KERS @ 24" TO RUN BACK TO 'OOMMON TRUSS 1(3) 12d TOENAILS VECT TO DROP _E WITH H2.5 CLIP. 2'-0" O.H. T. 2X4 ; @ 24" O.C. LE END NTHING FASTEN PLAN �E AS REQ'D ,SON H I OA DIAG. LOCKING GABLE BRACING @ 48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 10-) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN U SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK .... .... PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 SEE GABLE BAYS CONNECTION DETAIL WALL PER PLAN (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 4_EOGABLE END @ FLAT CEILING W/ BOSTON HIP k 1 3/4"=11_01V 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 ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN, WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"X4-1/2" SIMPSON SDS SCREWS 2X6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 24's @ 24" O.C. MAX. ,FO1 FIELD FRAMED VALLEY DETAIL 2X8 RIDGE BOARD FASTEN ACTc:kl r'nr'j�j � ASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. 1/211=11-0fl BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS O�FC 0 0 Ot" '90 ROOF SHEATHING, 0 FN(,�y TRIS ls� FASTEN PER PLAN 'S� Op S 2x4 FRAMING @ 24" 2x SCAB w/ 1 Od NAILS O.C. MAX. @ 4" O.C. PROVIDE (4)10d x3PER-ENG TRUSSES " NAILS AT JOINT 2x SCAB w/ 10d NAILS PER PLAN — I -N. O.C. @ 4' TRUSS CONNECTION ----/ .. .. I PER MKII-2 T0HQQC:Q ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 1 Od x 3" NAILS AT JOINT PER PLAN T-- 2x FASCIA PER PLAN 2x FASCIA (2) 8d TOE NAILS TO (2) 8d TOE NAILS CMU WALL PER PLAN LEDGER TRUSS CONNECTION M PLAN TO LEDGER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2X4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. O.C. SEE ELEV. FOR PLAN SEE ELEV FOR L O.H.0SI O.H. SIZE . SIZE CONDITION a CMU WALL CONDITION 0D, FRAME WALL %Z.'W - TYPICAL SCAB OVERHANG PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W1 (2) 16d TOE NAILS EA, END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDE 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" 2x BLKG. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END 1f END VIEW w/ CMU __— HEADER (SEE PLAN 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (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 +/- 1/4" 1" EDGE 1 1/2" EDGE 1 Od x 3" COMMON 2 1/2" z z 1 1/2" z LU 10 10d x 3" COMMON OPP. SIDE z Z co 00 co co A V (2) 2x4's (2) 2x6's "FO TYPICAL BUILT-UP STUD COLUMN DETAIL FO DORMER DORMER FRAMING DETAIL C14 1 Od x 3" COMM( 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE I- )=_ TYPICAL r'lC/AL rlr-\U=r% 'RAMING DETAILS FOR kDDITONAL qFORMATION HEADER CAN BE :ITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS :ACH END 3) 16d COMMON JAILS (TYP.) EDGE DISTANCE PER DETAIL O z 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 q> ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS a. BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA, END OF TRUSS OR RAFTER TRUSS PER PLAN OR CONV. FRAMING W/ OCOMMON STRUCTURAL SHEATHING PER PLAN AND ROOF 0 FINISH PER ARCHITECTURAL PLANS ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/211=1#_011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. !x4 SPF CONT. 3LOCKING ATTACH TO 716" OSB W/ (2) 8d JAILS 716" OSB EACH SIDE, fV1 6d NAILS @ 16" O.C. 0 SIDE & TOP NAILER Ix BUCKS, 10d x 3" 10d x 3" OPP. SIDE kNCE PER 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') (y) 00 UJ Ci C'0 \_I� Z C= . C' -J 0 02, U_ CID 0� 0 i'T 00 00 :0 Z. `, ", I i4 0 -7� 0 ®® 000006" U_ Wl LL - 0 zU) 0 < 0 0 F- U) CL z g 0 o 1,- C) a. z, C6 W CL U_ 0, w U) 0 6 U)� U 0 0 0 F- 0 U 0 U) z < <C CO U_ 0W r- 0 WU) w T_ O Lu 0 LU 0 0 != 0 0) E 06 _' d ;�) 8 r U) Z T7 6. 0 C-) z > 00 < - 0 - J L -LJ 0 Mo F–uPIO -pr- _jo�o�-C) C/5< 0 W 0 > mu) owv 8 _j R 0 �2 w '0 UjZ o z w E 0 z I R 0 0 < W T_ Z' Uj X < w EL LL 0 W F<– � 0 L r) 0, w z 0 LL L) < () I a: 0 Z 0 Z a. 0 0 Z 0 WJ LL11 0 LU J > z 2 Uj w ?-� 0 'Ce w Lw X Z 0 LU 0 Uj z Uj (L X, 0 0 LLJ -3 Co 0 C-4 Z w 0) z M (D 0.. IL C-4 70 LU BLDG DESIGN: --- STRUCTURAL ENG: MCD Uji DRAFTING: -DESIGN: --- -STRUCT: MB Q QC CHECK: MRB --- ---.-----__ _..-_-...----------- u), JOB No. ---- PSQ-0204780 SCALE: ---------- ­ ­­­­­-- - AS INDICATED z Lu DATE: 03/28/18 0 U), wl SD3 E I. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP iv ^mL rices 111401/ALLE PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAN BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL TA L SIMPSON TOP PLATE ATTACH PANEL W/ (2) 10d NA' INS L @ 8" O.C. (FOLLOW PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3' O.C. NAILING ' NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS z + ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP o 2x4 #2 SYP P.T. TRUSS PER PLAN + (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d cn _----"`"` PLATE SPLICE ' ---- WITHIN 48" OF SPLICE LOCATIONS) W BLOCKING @ 24 O.C. TOE -NAILS TYPICAL AT � W/ (2) 12d END NAILS + THEN (2) ROWS 10d ALL LOCATION TRUSS PER PLAN A @ EACH END DTC CLIP, (2) 8d NAILS + NAILS @ 8" O.C. INTO BLOCKING, (2) OTHERWISE 2x4 WALL BEYOND TRUSS PER PLAN 3/16" x 2 3/4" TAPCONS AGAINST 2x8 STUDS PER N O IN CMU. OR SIMPSON ATTA HED �r8,, C ..., META16 @ 24" O.C. til/N (WF08/SD3) -'' OVERLAP TOP PLATE w' AT CORNER .. TOP SPLICE @ DOUBLE 2X4 TOP • NAIL BOTTOM PLATE w w � DTC CLIP 2 8d NAILS @ ATTACH 2x8 STUDS TO A ®� ®/ a O LAY 2x4 BLOCKING PLATE TO EACH PLY OF BUILT 0 v® ®� ����Ilo1111111// INTO BLOCKING, (2)00 TOP PLATE W/ (4) 12d w 24" O.C. OVER THE �� MASONRY WALL OR TOP OF THE BOTTOM UP COLUMN BELOW W/ U 0� ®® ®®® ®i®1 3/16 x 2 3/4 TAPCONS LINTEL PER PLAN ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL ca `v *� �l o z C= (2) 1Od NAILS �+� ®®*�� U as LINTEL SEE PLAN ^' IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) AT ALL LOCATION z �; �® � TOP PLATE W/ (3) 12d q, � � � O � ®�y • 10d NAILS @ EACH :4 _�� META16 TOE -NAILS TYPICAL AT * ,- .-e , I TRUSS @ 24" O.C. TOP SPLICE �' = � `D ALL LOCATION aou c> 0 p d STD CONDITION @CMU BEARING CONDITION @CMU WALL BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION STUD �� %0 STUD 0 PLATE O * W SIMPSON DTC, (2) 8d 2x4 BLOCKING (2) 12d fiFO TYPICAL TOP PLATE SPLICE @ BRIG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) NAILS INTO BLOCKING, NAILS, TOENAILED @ 0 TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING 3/4"=1'-0" va PLATE PER PLAN a W TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d a (2) 16d TOE NAILS NAILS INTO TOP PLATE W BRACE TO LEDGER o 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE END NAILS @ EACH NAILS @ EACH WEB END. ffy/MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D WHEN CLOSURE WALL EXTERIOR SHEATHING. 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT IS 3FT OR TALLER - 2x z 2x DBL TOP PLATE (' _ o o 0 o a D= NAIL SPACING WALL SHEATHING PER ATTACH PER PIAN 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS - ° SYP#2 BOTTOM BEYOND71 ) O @ c i Q V_PL21 T-I - - PER NOTE #2 w, PLAN a FROM TOP OF WALL 3" OU_ z.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. `' D �. BLOCKING REQ'D @ TO BOTTOM = _ _ - _ - - - - - - v NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M I I SHEATHING PER PLAN 2x WALL, SEE PLAN 24 O.C. MIN (2) TRUSS I 11- -TI Ti I r WALL SPLICE, FIELD w z - NAILS 3" O.C. WALL DOUBLE TOP 0BAYS W/ (3) 12d Tx8 #2 SPF STUDS AT I I 5 I I I I I I VERIFY IF REQUIRED a = = w @A � TOENAILS EACH END. 16" O.C. o � u- = t`3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN I I I I I I I I w uai 3" O.C. IN HORIZONTAL CONDITIONS STD CONDITION I@ FRAME WALL ATTACH 2x4 LEDGER _ __ a = 0 @ DOUBLE NAIL EDGE SPACING cc W/ (3) 12d NAILS @ 2x8 #2 SYP PT. BASE III _I I- - LI - - - -- PLATE W/ 1/2" x 8" X LL NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. W U EACH STUD III III I I I I WALL SHEATHING O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS w' ANCHOR BOLT OR = (4)1Od NAILS @ EA. TITEN HD @ 32" O.C. & III III I I I I I I SPLICE, SEE SPLICE PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" S= NAIL SPACING BLOCKING TO MASONRY WALL OR III III I I I I I DETAIL. MAX 1/8 g 6" FROM EACH END PANELS = w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & `'v IV S o S o - o _ PER NOTE #1 w -- - -- --- --- -- �^ PLATE LINTEL SEE PLAN III OPENING III I 4 I I SPACE BETWEEN w F- BOTTOM ' " ca TRUSS PER PLAN VAULTED CONDITION CMU III 3 II II II II J w TRUSS PER PLAN ---�-tt @ III ��„ III I I I I I SINGLE NAIL EDGE SPACING z lY (2)10d NAILS TO III AROUND III I I I I I I 2x STUDS BEYOND, M O _j BOTTOM CHORD 14 III OPENINGIII I I I I I I SEE PLAN FOR MORE W "- PROVIDE PIECE OF @EACH END OF III III I I I I I INFO � � 0 SHEATHING BETWEEN BLOCKING _ III I—— LI I I I I I I � EXTERIOR WALL 2x4 SYP #2 FLAT III I I I I I I I III I I I I I I w= = cc SHEATHING &BLOCKING. (2)10d NAILS TO BLOCKING, @ 24 O.C. -idl-IL - _L .- ILL _H ..._ _ LL - -I L_ J u� 0 t- _ = J- 0 SHEATHING To HAVE BOTTOM CHORD W/ (2) 12d END NAILS - _ - _ - w U co m SAME THICKNESS & STRENGTH @EACH END OF @ EACH END. O U_O ORIENTATION BLOCKING FLOOR SYSTEM :-' U_ AS EXTERIOR WALL WALL SHEATHING PER - - - - - -' - - SHEATHING PLAN CUT TO FIT STUD PER PLAN JOINT, MAX. 1/8" GAP 2x WALL, SEE PLAN OPENING slzE 1 BEYOND SEE PLAN ALTERNATE BLOCKING @ FRAME CONDITION SHEATHING DIAGRAM 2x6 BLOCKING PLACED FLATWISE W/ (2) 16d (2) ROWS OF 8d NAILS 3" O.C. TOP &BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END @ OF SHEATHING SPLICE cia 0 'R U ° d 0 vA' iw.nw z °e — 0 c z LL' 0 W COw Z 0_ Q W Url`-w (] U �— EEp ~ J '0 FO NON-BEARING WALL CLIP DETAIL J °� vi 0 N rn . 3/4"=1'-0" SCALE: 3/4"=1'0 GYPSUM WALLBOARD SHEATHING SPLICE DETAIL Ow z 0 0m, c �'Z~z>�00 � c0 J— G pa m - c =)w owirz wj Z < 0 3:S Iii o Z O U �_ © zwz E Q=wRO Qua Q � LL. 0 a' W ZOo O �° z -- 2x6 SYP #2 LEDGER. w' V SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF BLOCKING @ 24" O.C. 4'O's ITUDS MPS SDS 1/4" X a 0 M MORE INFO & MORE INFO &" w/ (2) 16d END NAILS SCREWS @ 16 O.C. CONNECTION CONNECTION EACH ENDx ~ x x MAX.; (`) * + TO GABLE END STUDS Q J 2x12 BOX HDR w/ 2x8's 2x4 #2 SPF EXTERIOR R WALL/TRUSS w/ (2) 1/4" X 3%" SIMPS. 0 W p TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL SDS SCREWS @ 16 __41 W J ' 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS O.C. MAX.; 0 W a, TO MASONRY w/ 2x6 � ^ W WALL TO PRECASTNAILING SCHEDULE & EACH END PT SYP #2 LEDGER w/ w: _ 'Q cr) LINTEL w/ (2)ROWS OF *+ * + (4) 12d NAILS EACH SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF 12 (2) 1/4" x 2 3/4" H LJ.I O W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER xx x MORE INFO * + ROOF SHEATHING 4 (MIN.) TAPCONS AT 12" O.C. A J (,� 16"CONNECTION * SIMPSON H3 CLIP W 0. ST O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ 4' : + + ____ ----- SHEATHING PER PLAN = U ,�� i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL SEE WALL CLIP DETAIL i FOR MORE INFO 2x4 SYP #2 LEDGER. F. i TOENAILS INTO OTHER TRANSOM BETWEEN (4) 10d NAILS FOR H (f Q TRANSOM BETWEEN TO STUDS OR BEAM w/ CONV. FRAMED �' � _ I i TRUSS ' � 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL V Q LINTELS LINTELS LINTEL PER PLAN (2) 1/4" X 4%" SIMPS. W @ 24 O.C. w/ EXT. @ 24 O.C. w/ EXT. MEMBERS ONLY 0 m Q LINTEL PER PLAN SLOPE ASREQ'D LINTEL PER PLAN SLOPE AS REQ'D SHEATHING PER LINTEL PER PLAN SHEATHING PER SDS SCREWS @ 16"7 r 0 W N Z 2x6 #2 SYP P.T. CONT. O.C. MAX.; 0 r I 2x6 #2 SYP P.T. CONT. NAILING SCHEDULE & NAILING SCHEDULE & w -.--. w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" o• (4) 12d NAILS EACH TO GABLE END STUDS z �C M TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. T S NAILS EACH 1/4" X 3 2 / TRUSS MEMBER TRUSS MEMBER (TOP w () %" SIMPS. 3'-0" MAX I � 0` L1. N SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS SDS SCREWS @ 16" FASCIA PER Q BLDG DESIGN: --- VERTICALLY VERTICALLY ALONG W/ WEBBING) O.C. MAX.; COMMUNITY SPECS STRUCTURAL ENG_ MCD_ - 2x6 2x8 w l (2) 10d NAILS @ TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR w ikAFTII 2x8 w!(2) 10d NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 10d NAILS @ SYP #2 LEDGER w/ 1/4 -DESIGN 2x8 w/ (2) E NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY POCKET SGD EACH VERTICAL x 2 3/4" TAPCONS @12" ROOF TRUSSES E@ 24 U sTRucT MB POCKET SGD 3" O.C. TO EA. 2x6 O.C. ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER ATTACHMENT BY O.C. MAX. a QC CHECK MRB BUILDER BUILDER SIMPSON H3 CLIP CO JOB No. PSQ-0204780 BUILDER DESIGNED FOR h- ---- _.. _ --------___.._ ._._..---- SHINGLE ONLY S01 HEADER POCKET SLIDER W/ TRANSOM SO2 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER D01 TYPICAL SHED ROOF DETAIL SCALE: As INDICATED DATE: 03/28/18 1/2"=11-0.1 1 /2"=1'-0" 1/2"=1I -oil 1 /2"=1'-0° 1/2"=11-011 A va LU IX U) F- ---COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I 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 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 »-5 z w va w 0 O �- DBL. TOP PLATE UNDER COLUMN SEE ARCHITECTURAL J ABOVE C.0 M LU, CL . PLAN FOR OVERHANG HDR. PER PLA BAND JOIST & BLKG �,�yai�108N1��d�pdd ao INFO OR LVL GIRDER MIN 2x4 SPF #2 STUDS NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAW - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER O ������ b�,��yd���® oma' WINDOW AS 16" O.C.SEE PLAN TRUSSES TO BE P.T. IF ROOF TRUSS -SEE zR FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF10/SD4'�`�`�� ®®���"'y�°�®� @ MTSC40 POST ABV. TO NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR FRAMING NOTES 2x STUDS ,SEE SCHEDULED FOR MORE INFO. POST BELOW U.N.O. b U_ PROVIDE SOLID BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING FAMING PLAN FOR m _ Q ® 0 Ga ®� _, SPACING ANp GRADE M = 0ua '� w cs.® EXTERIOR FINISH PER OR SIM) IS PROVIDED STRUCTURAL COL PER 2x4 #2 SYP BLOCKING tJJ ® �- �+ INT. FINISH PER PLAN BLOCKING WITHIN FLR. STRUCTURAL COL PER AND SEE ARCH PLAN Q 0 0 PLAN TRUSS STRAP - SEE @ 48 O.C. W/ (2) 12d • -',a z �C SYSTEM TO MATCH PLAN FOR SIZE AND PLAN FOR SIZE AND �' ;� COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE O ��� \�� O MID -SPAN BLOCKING 2x BOTTOM PLATE W/ CONNECTIONS i 2x4 #2 SYP ANGLE u- �� 2x BOTTOM PLATE W/ �� d`®����°° �s U- U.N.O. (2) 12d AT 12" O.C. REFEBUILT TOPLAN COLUMN FOR DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE AGAINST TRUSS (2) 12d @ 12 O.C. 3/4" FLOOR SHEATHING INFO. 2x BOTTOM PLATE 2x BOTTOM PLATE @ (1) ROW 8d NAILS @ 3" 591101►A® VERTICAL 48" O.C. O.C. WALL SHEATHINGU. INSULATION PER PLAN ATTACHED PER 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING W/ (3) 12d NAILS EACH O BEARING WALL PER ATTACHED PER ATTACHED PERTO BOTTOM PLATE/ va SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND NAILING SCHEDULE NAILING SCHEDULE END TOP CHORD O, W WS11 OR WS13 FOR FLOOR TRUSSES SEE COLUMNS u> i•- ADDITIONAL PLAN FOR DEPTH AND PRE -ENG FLOOR TRUSS � Q INFORMATION THIS MID -HEIGHT BLOCKING SYS. 42 FLOOR DIRECTION OR FIELD FRAME 2x4 � D SHEET PER BEARING WALL SIMP. HTT4 TRUSSES @ 24" O.C. KNEE WALL, STUDS @ ly NOTE: ALL FLOOR SCHEDULE W/(18) 16d x 21"NAILS (MAX) 16" O.C. W/ (2) 16d NAILS 06 2 5„ \ CMU WH END. PERS TO a TRUSSES TO BE P.T. IF COLUMN BASE TO POST (U.N.O. ON NO MOISTURE CONNECTION PER FRAMING PLAN) & a ° STANDARD CONNECTOR 0 BARRIER (FELT PAPER OR SIM) IS PROVIDED PLAN ALL THREAD W/7" MIN. EMBEDMENT INTO TIE (1) SIMPSON LSTA30 \ NOTES Q BEARING BEAM USING SIMP. SET STRAP CENTERED MASONRY WALL PER (1) ROW 8d NAILS @ 3" i SEE PLAN ,.• ,. FOUNDATION PLAN EPDXY FRAMING PLAN FOR FLOOR TRUSS PER BETWEEN COLUMN FLOOR TRUSS SEE PLAN I O.C. WALL SHEATHING PLAN AND GIRDER/BEAM NOTE: ALL FLOOR TO BOTTOM PLATE w FOR FTG. CONNECTION INFO. PROVIDE SOLID BELOW W/ (22) 10d TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN -i Z BOND BEAM - INFORMATION SEE DETAIL WS11THIS �L= BLOCKING BELOW NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING &CMU g Q FLOOR SYSTEM DRAFT-� } • „ :: .;' -�- COL. EVEN WITHIN SHEET FOR MORE INFO O STOPPING AT 1000 SQ �� =- - - MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT: IF ca FT MAX: DAFT - FLOOR TRUSS OR SIM) IS PROVIDED KNEEWALL 0, 0 - LINTEL AS PER PLAN STOPPING MATERIALS PLAN FOR MORE INFO z,cc 4 MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @GIRDER SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTION M V WD. HD. HT: BE 1/2" GYP BOARD OR 3/4"'=1'-0" 3/4"=1'-0" 3/4'"=1'-0" 3/4"=1'-0" w W SEE PLAN 15/32 OR 7/16 OSB ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN 2x 2ND FLOOR STUDS _ - w > SEE PLAN FOR MORE __ _ _ (2) SIMPSON LSTA18 O W STRAPS CENTERED @ z A A FLOOR W/ (14) 10d 0 05 -- --- - --- NAILS - C,)� SEEE FLOOR FRAMING --� o SPECIFICATIONS SYSTEM INFO. o - r ,• d EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ ATTACH 2x STUDS W/ (3) 2x STUDS V J P4 HEADER HEADER SIMPSON SP4 W/ (6) SIMPSON SP4 W/ 6 (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. U VERT REINF. BEYOND F F� O STRAPS CENTERED @ a x ° SIMPSON LSTA24 �<<SyF 40d x1-1/2 @ 24 O.C. SIMPSON LSTA24 <� SyFFr 1USE SP6 @2x6 STUDS FLOOR W/ (14) 10d CALIFORNIA CORNER A -A Z FT (USE SP6 @ 2x6 STUDS ( @ NAILS a Q m MASONRY WALL PER ,,�. STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) (2) SIMPSON LSTA18 d Z NAILS. BEND STRAP NAILS. BEND STRAP (2) SIMPSON META16 STRAPS CENTERED @ (D PLAN .�f.; CONC. SLAB- OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE FLOOR TRUSS TO FLOOR W/ (14) 10d O: w SEE FOUNDATION 3", THEN RUN DOWN I U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL NAILS W 0 ltz Uj RE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ LAN F R MO (3) 2x STUD PACK a © _j w c� r•. E HEADER -SEE 2ND ¢ �" o6 ' m r- - FIN. FLR. �� � P O HEADER HEADER -SEE 2ND HEADER EXT. SHEATHING ATTACH PER NAILING I`� FLOOR PLAN FOR MIN. 0 vi O -C,4- -011 0' FLOOR PLAN FOR MIN. FLUSH W/ FACE OF .,-. SCHEDULE O 0 w Z o M � .s HEADER SIZE & REQ'D co 4 EXTERIOR SHEATHING HEADER SIZE & REQ'D MASONRY ATTACHED wi O Z Q O _ L - LJ GRADE , �, JAMB STUDS PER NAILING c FROM TOP OF WALL 01 JAMB STUDS ATTACH 2x STUDS W/ LL TO BOT. (RIBBON/ EXTERIOR SHEATHING m CO O SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. (4) 2x STUDS �-' •-I O } o FROM TOP OF WALL 1/8" GAP BETWEEN ►- W W tX O Q • • c SEE FOUNDATION BEAM) ATTACHED PER STANDARD CORNERA-A DETAILS FOR FTG INFO NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR SHEATHING AND w �w o a AND WINDOW IS SYSTEM (RIBBON/ NOTE: IF WOOD WALL OR BEAM BELOW USE H O o P Z Y O (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET MASONRY �, 1.- U Q � w z W/ 2x CRIPPLE STUDS AND WINDOW IS MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR zdO Q � `S a PLATE W/ (2) 10d NAILING SCHEDULE. SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d q F— Q -I w O AT EA. END NAILED TO TOENAILS. EXT. LOWER: (1) 2x SILL PLAN SINKERS AND (14) %4'X2 Y4" TITENS TO MASONRY p W ��+ Z ': O M STUD PACK W/ 10d PLATE W/ (2) 10d W o HEADER OPENINGS NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. 0 = O O *_So_ TYPICAL TWO STORY SECTION - SYSTEM 42 STUDS @ 16" O.C.HEADER OPENINGS 42nd FLOOR CORNER FRAMING ATTACHMENT Z U),._. SILL PLATE W/ (2) 10d S09 3/4"=1'-0" ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x TOENAILS AT EA. END SILL PLATE W/ (2) 10d 3/4"=11-011 LARGER THAN 4FT: (2) va OF SILL (MAX OPEN'G2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING 0 Z M SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN o.. M WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) FLOOR SHEATHING & �, Ci W/ 2x CRIPPLE STUDS pETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING CLIP AT EA. END FOR CRIPPLES 16" O.C. 2x SILL PLATE W/ A35 NAILING PER FLOOR - �-• � SHEATHING PER PLAN @ AT EA. END NAILED TO NAILING SCHEDULE SCHEDULE Ca OPENINGS GREATER W/ (2) 10d TOENAILS STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS SEE z Q 0 ATTACH PER NAILING THAN 4' BUT LESS T&B (PLYWOOD CRIPPLES @ 16" O.C. FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE Q > J SCHEDULE NAILS @ 8" O.C. THEN, Q THAN 6' SHEATHING REQ'D W/ (2) 10d TOENAILS SPACING AND GADS O. � W CONTINUOUS FROM T&B (PLYWOOD AND SEE ARCH PLAN GIRDERS: BLOCK FRAMING PLAN FOR p ' STUDS @ 16" O.C. SOLID BETWEEN SPACING AND GRADE � W J SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d O W TOP OF TOP PLATE TO SHEATHING REQ'D SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN _z �r GIRDER TRUSS PER BOTTOM PLATE. W/ (18) 10d x 22' NAILS SEPARATE SHEATHING TOENAILS AT EA. END @ A35 EA. END TO VERIFY SIZE Q T&B) TRUSSES 24 O.C. � 0 W PLAN TO POST (U.N.O. ON UNDER WINDOW OF SILL (MAX OPEN'G 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ w _ v) BEARING WALL PER FRAMING PLAN) & a" WIDTH 4'-0"). USE A35' (MAX) PLAN CLIP AT EA. END FOR (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. W O W ALL THREAD W/ 7 MIN. (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" a DOUBLE BOTTOM EMBEDMENT INTO TIE OPENINGS GREATER "� BEAM USING SIMP. SET THAN 4' BUT LESS O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING < W 0 - PLATE TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE I.- EPDXY (2) H5 EA. FLOOR THAN 6 TOP RIBBON I_T- C~.7 Q 2x SYP #2 RIBBON (MIN TRUSS TO DOUBLE 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) W m 2x TOP & BOT. 2x4) TO TRUSS W/ (4) 16d NAILS BOTTOM a '-� BOTTOM PLATE, SLIT RIBBONS, CONT. 16d NAILS; BOTTOM RIBBON TO BE PT IF p Q N Z SEE TRUSS LAYOUT FLOOR DECKING TO ' BRIG DIRECTLY ON LU z, Q M ACCOMMODATE NOTE: ALL FLOOR (1) SIMPSON LSTA30 RIBBON TO BE PT IF z FOR HANGER STRAP TRUSSES TO BE P.T. IF BRG DIRECTLY ON CMU CMU ca 11 [L C4 STRAP CENTERED NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ (2) ROWS 8d NAILS @ w BLDG DESIGN: --- (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL N. STRUCTURAL ENG MCD 2x RIBBON OR , BELOW W/ (22) 10d CONNECTION MASONRY WALL PER :• w -____----- ------- -_ _ PROVIDED SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d SEE FRAMING PLANBOTTOM DRAFTING: OR (3) 16d TOENAILS IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS PLAN .. BOTTOM RIBBON MASONRY OR MT512 RIBBON 01 -DESIGN: --- FRAMING PLAN, 2nd FLR STUDS TO BEAR ON SHEATHING & CMU WALL NOTE: ALL FLOOR C)-sTRUCT: MB CMU WALL BELOW PER DETAIL INCDICATED ON OOR 1/8 GAP BETWEEN AT WOOD FRAME TRUSSES TO BE P.T. IF a PROVIDE BLOCKING FLOOR GRIDER OR TRUSSES TO QC CHECK MRB CONNECTION NOTE: ALL FL BELOW JAMBS BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE _ _.._... __. _._.. _.____ __ ___ FLOOR FRAMING. INDICATED BASE STRAP BE P.T. IF REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 JOB No. PSQ-0204780 IS INDICATED, BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER �,-.--_-.--- TRUSS PER PLAN BASE STRAPS ARE REQ'D ON MASONRY WALL SEE 4 -- SCALE: AS INDICATED BOTH SIDES OF THE WALL PLAN FOR MORE INFO OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED Lu DATE: 03/28/1$ -- - - S1 FLOOR TRUSS TO GIRDER CONNECTION fis—o"'kHEADER CONNECTION @ 2nd FLOOR fi_S_ON HEADER CONNECTION @ 2nd FLOOR HIGH BM fis, TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION V5 LU 3/4"=1'-0" 3/4"=11-0" 3/4"=1'-0" 3/4"=1"-0" a SD5 COPYRIGHT MCD MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dupilication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (2) 2x SYP #2 BUILT-UP STU[ COLUMNS (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN, (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSSIDE OF G.T. USE (4) OPT TRUSS RECESS LEDGER LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16 O.C. MAX W/ MID POINT - BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF - EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP; CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR --� FURRING AND INTERIOR FINISH MASONRY WALL PER — PLAN _ 0 a WALL SPLICE DETAILS 111111111 12 PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN — FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW 16d NAILS) 603 LEDGER @ OPEN TO BELOW 3/4"=11-0113/4"=1'-0" 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & 10d NAILS @ 16" 0 C NAILING PER PLAN. SHEATHIN( --- EXT. FINISH PER ARCHS 2x EXT. FRAME WALL —�� PER PLAN SIMPSON H10A @ 2x BRG WALL W/ EXTERIOR SHEATHING SIMPSON SP2 @ TOP & �— SHEATHING PER PLAN EACH DIAGONAL FROM TOP OF WALL 2x8 #2 SYP P.T. SILL ATTACH PER NAILING BRACE TO BOTTOM OF SILL PLATE W/ 1/2" J -BOLT SCHEDULE OR LSTA18 PLATE ATTACH PER W/ MIN. 7" EMBED. @ 6" r._ -------------------------- NAILING SCHEDULE HUC24-2 EACH END, FROM EACH END & @ 2x8 #2 SYP P.T. SILL ROOF SHEATHING — z iSEE PLAN ISIIMPSON H2.5 EA. I ATTACH PER NAILING 30ER BY OTHERS ITRUSS I SCHEDULE LOW ROOF TRUSS SEE FLOOR TRUSS PER J -BOLT W/ MIN. 7" PRE-ENGINEERED -- PLAN Am 23/4 EMBED. @ 32" O.C. & 3" TRUSS PER PLAN ALL THREAD ROD W/ 7" 4.' CONTINUOUS TO BASE MIN. 2x6 #2 SYP CONT. PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D LEDGER W/ (2) %4'x3-1/2" 2x BOTTOM PLATE, SS PER PLAN ^ °: C.M.U. WALL PER PLAN SDS WOOD SCREWS @ I— CONNECT TO DOUBLE 16" O.C. MAX. & 3" —COPYRIGHT MCD 2015: The information contained in this document TOP PLATE W/ 16d FROM EA. END - USE MAX 1/8" GAP NAILS @ 6" O.C. 2ND STORY I (3) SCREWS FOR 24" I SIMPSON LUS26. USE - aER PER PLAN IRECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY ITIRUSS. VERIFY W/ I TRUSS (2) 2x TOP PLATE II_T_IRUSS SHOP CONT. #5 IN TIE BEAM 2x BEARING WALL PER LRAWINGS J 2x8 SYP #2 LEDGER W/ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN, (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSSIDE OF G.T. USE (4) OPT TRUSS RECESS LEDGER LEDGER @ GIRDER 2x8's MIN. SPF #2 @ 16 O.C. MAX W/ MID POINT - BLOCKING (U.N.O.) MSTAM24 EA. SIDE OF - EA. STUD TO WALL BELOW W/ (9) 10d NAILS AND (5) 1/4"x2 3/4" TAPCONS PER STRAP; CENTER STRAP BETWEEN MASONRY WALL AND FRAME WALL CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR --� FURRING AND INTERIOR FINISH MASONRY WALL PER — PLAN _ 0 a WALL SPLICE DETAILS 111111111 12 PER PLAN (2) 2x TOP PLATE — (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN — FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW 16d NAILS) 603 LEDGER @ OPEN TO BELOW 3/4"=11-0113/4"=1'-0" 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING & 10d NAILS @ 16" 0 C NAILING PER PLAN. SHEATHIN( --- EXT. FINISH PER ARCHS 2x EXT. FRAME WALL —�� PER PLAN SIMPSON H10A @ 2x BRG WALL W/ TO 2nd STORY WALL BOTTOM PLAT ATTACH PER NAILING SCHEDUL SIMPSON SP2 @ TOP & �— SHEATHING PER PLAN EACH DIAGONAL MORE INFO. 2x8 #2 SYP P.T. SILL ATTACH PER NAILING BRACE 12d NAILS 12" O C PLATE W/ 1/2" J -BOLT SCHEDULE OR LSTA18 �96LAN USS DIREC i W/ MIN. 7" EMBED. @ 6" 16" TAILL RAISED HEEL 1/2" THREADED ROD HUC24-2 EACH END, FROM EACH END & @ 2x8 #2 SYP P.T. SILL CONTINUOUS TO z iSEE PLAN 32" O.C. MAX W/ PLATE W/ 1/2" EPDXY FOUNDATION. REFER TO BEARING WALL (2) 2x6 W/HUC26-2. ANCHOR BOLT OR TO BEARING WALL LOW ROOF TRUSS SEE FLOOR TRUSS PER J -BOLT W/ MIN. 7" NOTES FOR BASE PLAN Am 23/4 EMBED. @ 32" O.C. & 3" CONNECTION ALL THREAD ROD W/ 7" 4.' CONTINUOUS TO BASE FROM EA.END PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM 2x BOTTOM PLATE, EACH END & @ 32" O.C. ^ °: C.M.U. WALL PER PLAN 4SlN4 SECTION @ RAISED HEEL TRUSS CONNECT TO DOUBLE 1/2"=1'-0" —COPYRIGHT MCD 2015: The information contained in this document TOP PLATE W/ 16d MAX 1/8" GAP NAILS @ 6" O.C. 2ND STORY BETWEEN SHEATHING *FIN. FLOOR va AND CMU (2) 2x TOP PLATE CONT. #5 IN TIE BEAM 2x BEARING WALL PER > O Q � PLAN, FRAME 2x SYP #2 LEDGER TO EXT. FINISH PER CONTINUOUS TO UPPER FLOOR WALL W/ ARCHS BOTTOM PLATE OF 1/4" X 3-1/2" SIMPSON 11 O.H. PER ELEV. 1-1/2"=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD2 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2ND STORY WALL SDS SCREW @ 16 O.C. fiFl BRACING @ 2 STORY FRAME WALL 2x8 MIN. SPF #2 @ 16" O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END 1 "=1'-0"' EXT. SHEATHING ATTACH PER NAILING SCHEDULE MAX W/ WASHER ._—\ @ 1 `'=1 "-0" 2x BRG WALL W/ SEE LD02/SD2 FOR SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 MORE INFO. 2x8 #2 SYP P.T. SILL 2x BASE PLATE W/ (2) USED @BASE 12d NAILS 12" O C PLATE W/ 1/2" J -BOLT (2) 2x4 #2 SYP OR LSTA18 �96LAN USS DIREC i W/ MIN. 7" EMBED. @ 6" 16" TAILL RAISED HEEL &MORE INFO �" — — — - " HUC24-2 EACH END, FROM EACH END & @ — _ _ _ USE (4) 10d & (2) 10d NAILS. UNDER z iSEE PLAN 32" O.C. MAX W/ WINDOW JAMBS USE USE (4) 10d & (2) 10d TO BEARING WALL (2) 2x6 W/HUC26-2. WASHER. ALTERNATE FLOOR GIRDER SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER PLAN FOR CONNECTION: USE 1/2" PLAN CONNECTION 3/4"=1'-0" IF SHEATHING IS NOT ALL THREAD ROD W/ 7" 4.' CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM ON WOOD USE HGA EACH END & @ 32" O.C. ^ °: C.M.U. WALL PER PLAN MAX W/ WASHER ._—\ @ 1 `'=1 "-0" 2x BRG WALL W/ PLAN FOR MORE INFO I SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SP1 @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE 2x BASE PLATE W/ (2) USED @BASE 12d NAILS 12" O C PLYWOOD FLOORING SEE FLOOR FRAMING I ~ EXTERIOR SHEATHING 12d NAILS @ 12" O.C. PLAN FOR MORE INFO I ATTACH PER NAILING 3/4" FLOOR SHEATHING i SCHEDULE ATTACHED PER STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS NAILING SCHEDULE i � (2) 2x4 #2 SYP OR LSTA18 �96LAN USS DIREC i BLOCKING W/ SIMPSON 16" TAILL RAISED HEEL &MORE INFO �" — — — - " HUC24-2 EACH END, (2) 2x4 #2 SYP — _ _ _ USE (4) 10d & (2) 10d NAILS. UNDER z iSEE PLAN HUC24-2 EACH END, WINDOW JAMBS USE USE (4) 10d & (2) 10d TO BEARING WALL (2) 2x6 W/HUC26-2. SEE PLAN FLOOR GIRDER SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER PLAN FOR TRUSS PLAN FOR PLAN CONNECTION 3/4"=1'-0" CONNECTIONS (IF SEE TRUSS LAYOUT CONNECTIONS MASONRY (SHOWN) FOR TRUSS LOCATION MASONRY (SHOWN) WOOD WALL PER & CONNECTION INFO ON WOOD USE HGA PLAN PL "F1TYPICAL CONNECTION @ GIRDER OR BEAM 4SlN4 SECTION @ RAISED HEEL TRUSS 3/4"=1'-0" 1/2"=1'-0" —COPYRIGHT MCD 2015: The information contained in this document lis copyrighted and is the exclusive property of MONTA CONSULTING 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/ %2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN — 2x4 BLOCKING W/ (2) 16d NAILS @ EACH END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @6"O.C. — (5) 16d NAILS DIAGONAL BRACE TO BLOCKING — PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. — TRUSSES PER PLAN - 2x4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX,I 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. 2x BASE PLATE W/ (2)2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NOT REQ'D IF STUD IS TO TRUSS BELOW) CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED OR LSTA18 PER NAILING SCHEDULE 2x BLOCKING W/ (2) 12d 16" TAILL RAISED HEEL TOENAILS EACH ENDFLOOR TRUSS PER (2) 2x4 #2 SYP PLAN BLOCKING W/ SIMPSON L EDGER RECESSED HUC24-2 EACH END, ATTACH EACH TRUSS USE (4) 10d & (2) 10d TO BEARING WALL NAILS. UNDER WINDOW JAMBS USE SEE PLAN (2) 2x6 W/ HUC26-2. U.N.O. ON FRAMING a , LOW ROOF TRUSS SEE TRUSS PLAN FOR 3/4"=1'-0" CONNECTIONS (IF TRUSS IS CONT. BRG ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) S1 SECTION @ COMBO TRUSS `•�,•/ EA. ENID, SIMPS. SP4 TRUSS, THEN ATTACH EXT. SHEATHING FROM ALIGN 2ND FLOOR ROOF SHEATHING TOP OF WALL TO DBL STUDS w/ 1ST FLOOR SIMPSON CS18 PER BOTTOM PLATE. IF STUDS 2x4 SYP#2 BLOCKING SHEATHING IS NOT W/ (2) 10d TOE NAILS (CONT. LEDGER w/ (2) CONT. ADD BLOCKING (2) 2x SPF#2 BASE 16" TAILL RAISED HEEL @ SHEATHING SPLICE PLATE ATTACH 1ST PLY SEE PLAN FOR W/ (3) '10d TOENAILS W/ (2) 16d NAILS @ EACH EA. ENID, SIMPS. SP4 TRUSS, THEN ATTACH @ TOP REQ'D 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING @ 12" O.C. ATTACH PER NAILING SIMPSON CS18 PER SCHEDULE WF16/SD6 2x4 SYP#2 BLOCKING I IMIN. 2x6 #2 SYP W/ (2) 10d TOE NAILS (CONT. LEDGER w/ (2) LOW ROOF TRUSS W/ (2) 2x TOP PLATE 16" TAILL RAISED HEEL (SCREWS @ 16" O.C. a BOTTOM CHORD SEE PLAN FOR EXTENSIONREQUIREMENTS. BEARING WALL L EDGER RECESSED IUSE (3) SKEWS IF 24" ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A LEDGER U.N.O. ON FRAMING a PLANS F2 SECTION @ 2 -STORY BRG. W 11 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dupliication, or transfer of t 3/4"=1'-0'" (91 9x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION P4 TOP & OTTOM OF EA. TUD U.N.O. IMPSON CS18 TUDS ABOVE TO EADER BELOW f2" THREADED ROD D, 32" O.C. MAX W/ UT & 2" WASHER OP & BOTTOM BEARING SCHEDULE FOR STUD A.B. INFO SEE FOUND. PLAN FOR FTG. REQ. —� Ajj 1/2" J -BOLTS @ 6" FROM EA. END OFSEE CHART FOR REQUIRED JACKS / STRAPS TOP & WALL & WALL OPENINGS @ 32"o.c. @) KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF a 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS F1 2 STORY INTERIOR BEARING WALL hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F - Q SEE 2NE I----- --— — — — — — — — — — — ._ - WALL SE W ADDITIO INFORM, SIMPSON H2.5 I TRUSS TO LEDGER I IMIN. 2x6 #2 SYP I (CONT. LEDGER w/ (2) I%4"x3" SDS WOOD (SCREWS @ 16" O.C. a IMAX - EQUALLY °% i °i (SPACED & 3" FROM END OF LEDGER - L EDGER RECESSED IUSE (3) SKEWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L-------------------------- J OPT. TRUSS RECESS LEDGER D04 SECTION @ LOW ROOF a 3/4"=1'-0'" (91 9x SPF TOP 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION P4 TOP & OTTOM OF EA. TUD U.N.O. IMPSON CS18 TUDS ABOVE TO EADER BELOW f2" THREADED ROD D, 32" O.C. MAX W/ UT & 2" WASHER OP & BOTTOM BEARING SCHEDULE FOR STUD A.B. INFO SEE FOUND. PLAN FOR FTG. REQ. —� Ajj 1/2" J -BOLTS @ 6" FROM EA. END OFSEE CHART FOR REQUIRED JACKS / STRAPS TOP & WALL & WALL OPENINGS @ 32"o.c. @) KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN THREAD ROD 6" FROM EA. END OF a 4'-2" ATTACH TOP PLATE TO ALL CS18 STRAPS TO HAVE MIN WALL, WALL OPENINGS & AT 32" O.C. HEADER WITH LSTA12 BENT 12" END LENGTH ON STUDS W/ MAX (7" MIN.EMBED USING SIMPSON OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO HEADER PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS F1 2 STORY INTERIOR BEARING WALL hese documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F - Q W NI 0 W T" °% i °i 00 Z0' s° %«'�,sJ Z ❑� aril 60 <I: ci e °� ¢ •�J z ' ° 'zi / ,^ O • a '�s pPe®° . LL u-®®®®e's"rl►a®®®a W 11 IE U_ 0 cn z o W va I— > O Q � a w H 0 x F- W JI 0 z 0 U H Q. CL C U r- W o.. C) Ca, Ca W z, 0 va O U ° Ld � ..j Uc"G�°�' ° Z OLI ¢ va W z M W 0 Q (n W � U �` W r. W p� J W= W r- O ca r a (, `T c Dwz -M u� z¢O _ `Nt CD d: 8 I- W (qQ�0 o Z❑ZzL1Jz W E Y 0 ~ O O¢= w jX 3 0:LL <I E W � 0 E- oLf) o U W 3: F- z o O" o Cn z --- ❑, 0 ..•...»..r.. W a Q M H F- 0 J a W LLI o W J > z WW u _ _ Z a LU UJ CC�OC a W a 0�na= O A.N z 01 0 OC LU 0- C4 A BLDG DESIGN: --- co; STRUCTURAL ENG: MCD L, DRAFTING: W, -DESIGN: h STRUCT: MB Ca---- ---- ❑' QC CHECK: MRB a)JOB No PSQ-0204780 _ -- - ---- — -_ _ --_.----. ---- <S SCALE: AS INDICATED W DATE: 03/28/18 ❑, W W C0 i SD6H MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT-UP STUD COLUMN STANDARD (3)2x12 SYP#2 STRINGERS W/ SIMPSON A35 /A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS z h� u> FOR STRINGERS TO @ LANDING @ 16"O.C. Z o W/ SIMPSON A35 OR �— MID SPAN BLOCKING LUS26 HANGER ON (2) 2x12 EACH SIDE LL JO (2) 2x12 SYP#2 BEAM MIN. 2x8 SYPJOIST ATTACHED PER A TO MATCH JOIST � IF LEDGER(P.T.TO GENERAL FLOOR 2x JOIST (P.T. IF PER SCHEDULE REQ'D '— ATTACHING CONSTRUCTION DEPTH W/ (3) 10d (3) 16d NAILS @ 16" O.C. NOTES MASONRY WALL) NOTES w w @ END OF LANDING 16" O.C. MAX. FOR x BEAM @ END OF TOENAILS EACH END 2x4 SILL PLATE W/ (2) `— 16" O.C. LANDING PER WALL SEE PLAN FOR 10d NAILS @ 4" O.C. MID SPAN BLOCKING \ MAX SCHEDULE 2x JOIST PER W O TO MATCH JOIST TOENAILS BOTTOM CONNECT TO. BEAM VERTICAL LOCATIONS). OPTIONAL (2)2x12 SYP#2 PER FLOOR PLAN DEPTH W/ (3) 10d 10d NAILS @ 4" O.C. TO BEAR DIRECTLY ON NOTCH SILL AND oTOENAILS EACH END 0 TO ALLOW VERTICAL BUILT UP COLUMNS VERTICAL LOCATIONS). z TO SLIDE DOWN TO TO ALLOW VERTICAL WOOD: BELOW OR ATTACH 2x6 VERTICAL TO SLIDE DOWN TO ALTERNATE HANGER Uj � @ RIGHT OF THIS FACE OF TRUSS SEE TABLE MAX. ca DETAIL WIDTH OF LANDING EQUALLY A -A PLAN VIEW @ 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS Uj co SEE PLAN FOR DEPTH CONNECTIONS FROM (2)2x12 SYP#2 MASONRY: OF LANDING SEE PLAN FOR HEADER TO BUILT UP Q HU210-2/HUC210-2 W/ (18) MASONRY WALL OR STUD COLUMN 1/4"x3-1/4" TAPCONS TO CMU oc: WOOD WALL MASONRY WALL OR OPTIONAL (2)2x12 SYP#2 AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER CE ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: E- HU210-2/HUC210-2 W/ O (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: W HU210-2/HUC210-2 W/ �. (18) 1/4"x3-1/4" TAPCONS 0 TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 D CL HEADER STANDARD (3) 2X12 rJ SYP #2 STRINGERS W/ B G7 B w' W SIMPSON A34 / A35 � CLIP TO FLOOR SYSTEM& LANDING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING MIN. 2x8 SYP#2 JOISTS z h� u> FOR STRINGERS TO @ LANDING @ 16"O.C. Z o W/ SIMPSON A35 OR Z LUS26 HANGER ON (2) 2x12 EACH SIDE LL JO LANDING ATTACHED MIN. 2x8 SYPJOIST ATTACHED PER A SUPPORT � IF LEDGER(P.T.TO GENERAL FLOOR 2x JOIST (P.T. IF MIN. 2x8 SYP#2 JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) , 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) STAIR WINDER DETAIL 6" MIN. FRAMING ` (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D @ END OF ATTACHING TO MASONRY LANDING FOR STRINGERS F MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d CONNECT ORTO. BEAM TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH DIRECTLY ON BUILT UP - W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX. FRAMING PLAN TYP. RISE OF STEPS AND MIN. TREAD DEPTH �. - - 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 0 III (2) 2x12 SYP#2 BEAM III PER SCHEDULE @ END OF LANDING FOR I I I I STRINGERS TO I I I I CONNECT TO. BEAM I I I I TO BEAR DIRECTLY ON IIII I I I I BUILT UP COLUMN I I I BELOW. III MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED 9Z4AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING 3/4" PLYWOOD OR OSB BEAM (#2 SYP) PLYWOOD SHEATHING MAX WIDTH OF LANDING SHEATHING OVER (2) 2x12 OVER LANDING 9'-0" LANDING ATTACHED MIN. 2x8 SYPJOIST ATTACHED PER A SUPPORT PER GENERAL FLOOR IF LEDGER(P.T.TO GENERAL FLOOR 2x JOIST (P.T. IF CONSTRUCTION ATTACHING CONSTRUCTION OPENING W/IN (3) 16d NAILS @ 16" O.C. NOTES MASONRY WALL) NOTES 1/4" x3-1/4" TAPCONS @ ®�� UJ o oa 4� � � 16" O.C. MAX. FOR x BEAM @ END OF KN EEWALL 2x4 SILL PLATE W/ (2) `— 16" O.C. LANDING PER WALL SEE PLAN FOR 10d NAILS @ 4" O.C. MID SPAN BLOCKING \ MAX SCHEDULE 2x JOIST PER W O TO MATCH JOIST TOENAILS BOTTOM I VERTICAL LOCATIONS). OPTIONAL (2)2x12 SYP#2 PER FLOOR PLAN DEPTH W/ (3) 10d 10d NAILS @ 4" O.C. ATTACHMENT TO CMU/LEDGER NOTCH SILL AND oTOENAILS EACH END 0 TO ALLOW VERTICAL IN LIEU OF BUILT UP COLUMN VERTICAL LOCATIONS). z TO SLIDE DOWN TO TO ALLOW VERTICAL WOOD: 2x6 VERTICAL AND ATTACH 2x6 VERTICAL TO SLIDE DOWN TO HU210-2/HUC210-2 W/ (18)16d Uj � FACE OF TRUSS NAILS TO LEDGER/SUPPORT ca @ ANY OPENING EQUALLY ATTACH 2x6 VERTICAL AND (10)10d NAILS TO (2)2x12 W o SIMPSON A35 SYP#2 HEADER Uj co CONNECTIONS MASONRY: SEE PLAN FOR Q HU210-2/HUC210-2 W/ (18) MASONRY WALL OR 1/4"x3-1/4" TAPCONS TO CMU oc: WOOD WALL MASONRY WALL OR AND (10) 10d NAILS TO (2)2x12 FRAME WALL BEYOND SYP#2 HEADER FRAMING ` (2) 2x12 SYP#2 BEAM PER MIN. 2x8 SYP#2 JOIST (P.T. IF SCHEDULE REQ'D @ END OF ATTACHING TO MASONRY LANDING FOR STRINGERS F MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d CONNECT ORTO. BEAM TO BEAR @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH DIRECTLY ON BUILT UP - W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A35 @ EA. STRINGER BOTTOM CHORD TO LANDING FLOOR SYSTEM PER SEE ARCHS. FOR MAX. FRAMING PLAN TYP. RISE OF STEPS AND MIN. TREAD DEPTH �. - - 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" 0 III (2) 2x12 SYP#2 BEAM III PER SCHEDULE @ END OF LANDING FOR I I I I STRINGERS TO I I I I CONNECT TO. BEAM I I I I TO BEAR DIRECTLY ON IIII I I I I BUILT UP COLUMN I I I BELOW. III MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED 9Z4AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" NOTE: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO PENDING LANDING CONSTRUCTION. HEIGHT AND PLAN NOT USED 3X21' LAYOUT. HEADER DOUBLE TRUSS PARALLEL TO FLOOR WITHIN SUPPORT N.T.S. WALL COULD BE REQUIRED. SEE PLAN SEE ARCH PLAN FOR REQUIRED ATTACH TOP PLATE TO HEADER AND A SUPPORT NAILS INFORMATION. '`— 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ OPENING W/IN (3) 16d NAILS @ 16" O.C. (^�� MAX. TO EACH STUD. ((2) NAILS 1/4" x3-1/4" TAPCONS @ ®�� UJ o oa 4� � � 16" O.C. MAX. FOR x MASONRY WALL) KN EEWALL 2x4 SILL PLATE W/ (2) `— WOOD OR MASONRY 2x4 #2 SPF STUDS @ WALL SEE PLAN FOR 10d NAILS @ 4" O.C. MORE INFO \ 24" O.C. W/ (2) 12d `— 2x JOIST PER W O SCHEDULE TOENAILS BOTTOM I VERTICAL LOCATIONS). HEIGHT OF LANDING PER FLOOR PLAN NOT USED 3X21' TO TRUSS W/ (3) %4' x 3" 31/211 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY SPACED/CENTERED IN SEE ARCH PLAN TRUSS TO OUTSIDE ATTACH TOP PLATE TO 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6'-0" MAX. 4'-0" ABOVE FLOOR NAILS ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/(2)16d TOE OPENING W/IN X (^�� X NAILS HANDRAIL ®�� UJ o oa 4� � � � x w QD Fes„ IAC ® ¢ 0. s KN EEWALL 2x4 SILL PLATE W/ (2) ®,. z ® 2x4 #2 SPF STUDS @ NOTCH FLOOR 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d Z (NOTCHED @ 2x6 W O ACCOMMODATE 2x TOENAILS BOTTOM I VERTICAL LOCATIONS). 2x4 SILL PLATE W/ (2) NOTCH SILL AND I 10d NAILS @ 4" O.C. PLYWOOD FLOORING NOTCH SILL AND (NOTCHED @ 2x6 0 TO ALLOW VERTICAL PLYWOOD FLOORING VERTICAL LOCATIONS). TO SLIDE DOWN TO TO ALLOW VERTICAL FACE OF TRUSS 2x6 VERTICAL AND ATTACH 2x6 VERTICAL TO SLIDE DOWN TO L -BRACE @ 6'-0" O.C. & TO TRUSS W1(3) %4' x 3" FACE OF TRUSS SDS WOOD SCREWS @ ANY OPENING @ ANY OPENING EQUALLY ATTACH 2x6 VERTICAL SPACED/CENTERED IN TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) (ST01 GENERAL LANDING & (STO'3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1-- w A�. w W r, TO TRUSS W/ (3) %4' x 3" 31/211 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS N.T.S. EQUALLY SPACED/CENTERED IN 2x4 CONT, TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/(2)16d TOE 32" NAILS SEE ARCH PLAN � (^�� MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ X O ®�� UJ o oa 4� � � O x w QD Fes„ IAC ® ¢ 0. s 24" O.C. W/ (2) 12d N U ®,. z ® J NOTCH FLOOR TOENAILS BOTTOM I SHEATHING TO Z W O ACCOMMODATE 2x I LLL 2x4 SILL PLATE W/ (2) NOTCH SILL AND I 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 0 TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W1(3) %4' x 3" L -BRACE @ 6-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. SECTION X -X 2x4 #2 SPF STUDS @ 24" O.C. NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d NAILS @ 4" O.C. 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) %4'x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) (ST01 GENERAL LANDING & (STO'3 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=1'-0" FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1-- w A�. w W r, C N 0 F- 0 w � ®r�®rrlllllrf���® � (^�� ii..® ®W �® LL 00 O ®�� UJ o oa 4� � � O Z + C w QD Fes„ IAC ® ¢ 0. s = Q N U ®,. z ® J o I Colo ass 9� �� w 00®0�,0��Q Z W O `�® tillllllr 0 LLL LU 0 91 W Q oc: � CE E- O H W �. 0 D CL rJ w' W � D u0. � O W 4 VJ U° J w a CL A o LLi L)U o W A Z Qm z 0 �V�� DUj UB~ E J 4m = �p l� 06 Ci (0 � rn 8 0 "' o WZCM0 c w ZQOJLL� N H F - V p m -pro- 0 J z403: 0 w, �. o=Zwz E z �Q�w�a 4 Z < LL M F— 0 0 W W z Q (_ (D 0 0 z w U 0 Z M CL O M H z Q 0 rn o W W 0 .� LU J W OC u 0 Ole W =Z0 W C. CY 01 W m Ca Lul cza D.. O. N Lu' BLDG DESIGN: --- STRUCTURALENG MCD va W DRAFTING: -DESIGN: --- I�- STRUCT: MB QC CHECK: MRB c~/a JOB No. PSQ-0204780 g SCALE: AS INDICATED W DATE: 03/28/18 0 ST1�.