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HomeMy WebLinkAbout3830 Saltmarsh Lp 18-1865 (rev)NO: DATE: DESCRIPTION: BY: 1 01/23/17 BEDROOM 5 OPTION J.L. 2 02/21/18 UPDATE TO FBC 2017 C.C. 3 12/14/18 REVISED DOORS FOR GUEST SUITE TO DBL. 20 DOORS C.C. \ » ® 7 \ a g G / / \ 3 / 0 �/ \ E _ £ e � g 3 7 & \ / 2 § s 2 0 2 o < 3 / 6 0 - ISSUE DATE ISUFDATE �eJA52 REv@om m±EC T 18-083 SCALE: «D DRAWN BY AE&uFT DESIGNED BY: gs . SLA 01 B PLAN / @ e \ \ : 0 } }N / ( O Ln >\-2 2 )M \\\ ; * n : 9 \ » ® 7 \ a g G / / \ 3 / 0 �/ \ E _ £ e � g 3 7 & \ / 2 § s 2 0 2 o < 3 / 6 0 - ISSUE DATE ISUFDATE �eJA52 REv@om m±EC T 18-083 SCALE: «D DRAWN BY AE&uFT DESIGNED BY: gs . SLA 01 B PLAN --—� 42" HIGH HALF WALL w/ TEMP. GLS. ABV. (TYP.) VANITY w/ MIRROR ABV. \ Second Floor Plan "A,B,C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'_0" (22x34) DOOR NOTE KEY: I w, w< DOOR SIZE CALLOUT: '- , GENERAL NOTES KEY: N THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD EXCEED REQUIREMENTS OF THE (2017) FLORIDA 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD BUILDING CODE (6TH EDITION) 28 = 2'-8" ABBREVIATIONS: n- 30 = T-0" • 2- # OF DOORS. T^-17 WINDOW NOTE KEY: • 2- # OF WINDOWS. WINDOW SIZE CALLOUT: M • MT - METAL THRESHOLD 2040 = 2'-0" x 4'-0" • FR - FRENCH DOORS J 2050 = 2'-0" x 5'-0" • SL - SIDE LIGHT -0 2060 = 2'-0" x 6'4" • FG - FIXED GLASS • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & • TR -TRANSOM INCHES AS PERTHE EXAMPLE TABLE ABOVE. • GB - GLASS BLOCK • PKT - POCKET DOOR O ® OBS -OBSCURED GLASS O • TEMP -TEMPERED GLASS • SH - SINGLE HUNG 00 M In • DH - DOUBLE HUNG J • HR - HORIZONTAL ROLLER • BP -BYPASS • BF - BIFOLD • TYP. - TYPICAL NOTE: SPECIALTY VVINDOWSJDOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON PLANS. NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE FROM CALCULATED DIMENSIONS ONLY. ANY DISCREPANCIES OR ERRORS TO BE REPORTED PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY CODES. 4. AIC CONDENSER UNIT TO BE ANCHORED TO SLAB PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER wl DRAIN @ WASHER SPACE. 6. VENT DRYER THRU EXTERIOR WALL U.N.O. 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINE @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN, 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES, 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 32' U.N.O. 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 712" U.N.O. 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. •. ALL INT. SECOND FLOOR CEILINGS KT—M" U.N.O. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR MORE SHALL BE CONSIDERED SHEAR WALL SAS = SHEAR WALL SEGMENTS. �c 16. OPENING BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED wl A 20 MIN. FIRE RATED SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 318" e c THICKNESS AS PER FBC-R302.5.1. 03 w� 17. INSTALL 5/8' TYPE X DRYWALL ON GARAGE CEILING BENEATH o HABITABLE ROOMS (TYP.) m� 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 M.P.H. o 12 v 19. ALL TUB & BHOVJFR UNITS WILL HAVE ANTI -SCALDING o DEVICES INSTALLED. v wR c 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE LOWEST PORTION OF z of WINDOW CLEAR OPENINGA MIN. OF 24"ABOVE FINISHED wn FLOOR BEING SERVER PER (FBC-R312.2). 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O.OR PER BUILDER/ CLIENT wu 22. 112" GYPSUM BOARD APPLIED TO THE GARAGE SIDE OF WALL 0 F TO UNDERSIDE OF DECKING J — 23. ALL WINDOW AND DOOR ROUGH OPENINGS VARY PER w MANUFACTURER'S SPECIFICATIONS, AND ARE NOT u a REFLECTED ON THE PLANS. DIMENSIONS PROVIDED ON PLANS ARE USED FOR AN APPROXIMATE LOCATION OF WINDOWS & v DOORS, AND DO NOT REFLECT THE ROUGH OPENINGS n 4 REQUIRED FOR PROPER INSTALLATION. BUILDER WILL BE L REQUIRED TO CROSS-REFERENCE ROUGH OPENINGS AND < PLAN DIMENSIONS. DOOR NOTE KEY: I w, w< DOOR SIZE CALLOUT: '- , �,�1i111aaaU7j7 �a0q�,o•9y o�ya•a /�i�Pe,� LL®Zyr H O® �•e) ° C) O O OO � cN O � U � J N 7 u' CO (\ alb CO N Q Qm O N Cn N C.0O O O CD E .� LID m 60 < 0- Li 3 01 w N W d Z -0 5 d a O � W E 2 D 2 u N uW o 20 = 2'-0" 40 B.F. = T-0" BIFOLD N 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD CL0 28 = 2'-8" ^ n- 30 = T-0" a on T^-17 WINDOW NOTE KEY: �> WINDOW SIZE CALLOUT: M o 2040 = 2'-0" x 4'-0" ` J 2050 = 2'-0" x 5'-0" c -0 2060 = 2'-0" x 6'4" ` • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & s INCHES AS PERTHE EXAMPLE TABLE ABOVE. �,�1i111aaaU7j7 �a0q�,o•9y o�ya•a /�i�Pe,� LL®Zyr H O® �•e) ° C) O O OO � cN O � U � J N 7 u' CO (\ alb CO N Q Qm O N Cn N C.0O O O CD E .� LID m 60 < 0- Li 3 01 w N W d Z -0 5 d a O � W E 2 D 2 u N uW o O O N N � m 4O Z3 '5 O C6 L00 O U 2 � Ln a : -0 M .. CD CD o Ln (U v UI_ 0 O > O � C:6 C NO L L Q w Ln O 0 - ISSUE DATE I 03/30/2018 I REVISIONS PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT FLOOR PLAN 03 N N (u CL0 W ^ n- J f", T^-17 C: E a M � � J N U -0 E LL (n O ® L— f � O c N zt� 00 M In J O O N N � m 4O Z3 '5 O C6 L00 O U 2 � Ln a : -0 M .. CD CD o Ln (U v UI_ 0 O > O � C:6 C NO L L Q w Ln O 0 - ISSUE DATE I 03/30/2018 I REVISIONS PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT FLOOR PLAN 03 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR, HT. @ SECOND FLOOR 11'-4" BRG. HT @ ENTRY 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0' HDR. HT. 1x8 SMOOTH FINISH B (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR yT T-8" HDR. HL Y @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C,M.U. (TYP.) 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. DET. Front Elevation "C" (Standard) SCALE: 1/8" = TV (11x17) 1/4" = 1'-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Rear Elevation "C" (Standard) SCALE: 1/8" = 1'•0" (11x17) 1/4" = T-0" (2204) h 9'-0" BRG. HT. _ ri - `� =i 'z 8' 1'132"' 2" 1 4 --T/- -61/2" 6 1/2" SCALE: 3/4" V-0" (11x17) 1112" = V-0" (2436) 3 8 OVERHANG DETAIL -f r 2 3 s I z" 1"i .1 KEYSTONE FINISH FOAM SILL wl BRACKET 4 BRACKET SILL 1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) io RANDOM SIZE CULTURED STONE ON OUTER FACE ONLY (TYP.) 718" TEXTURED CEMENTITIOUS _ -0" FIN. FLR. FINISH ON METAL LATH OVER 1'11 P fff VARIES SCALE: 314" =1'-0" (11x17) 1 1/2" = 1'-C" (2436) o TSTONr INIELR DETAIL 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR, HT. @ SECOND FLOOR 11'-4" BRG. HT @ ENTRY 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0' HDR. HT. 1x8 SMOOTH FINISH B (TYP.) DEC. LIGHTING (TYP.) 0'-0" FIN. FLR. 9'-0" BRG. HT. @ SECOND FLOOR yT T-8" HDR. HL Y @ SECOND FLOOR 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. 8'-0" HDR. HT. 3/8" TEXTURED CEMENTITIOUS FINISH OVER C,M.U. (TYP.) 0'-0" FIN. FLR. FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. DET. Front Elevation "C" (Standard) SCALE: 1/8" = TV (11x17) 1/4" = 1'-0" (22x34) FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. Rear Elevation "C" (Standard) SCALE: 1/8" = 1'•0" (11x17) 1/4" = T-0" (2204) h 9'-0" BRG. HT. _ . 'z @ SECOND FLOOR ¢1.J O T-8" HDR. HT. _ CO @ SECOND FLOOR ° .1 1x6 SMOOTH FINISH BAND F r� (TYP.) x 0 U 718" TEXTURED CEMENTITIOUS _ w- FINISH ON METAL LATH OVER z 7116" OSB. SHEATHING (TYP.) o Lo BRG HT. M J @ ENTRY 10-8 314" FIN. FLR. HT. Lu o M C co SECOND FLOOR o 9'-4" BRG. HT. _ 00 U) \ h 8'-0" HDR. HT. _ �YCET. 3 1x2 OVER 1x6 SMOOTH FINISH BAND (TYP.) RANDOM SIZE CULTURED STONE ON CUTER FACE ONLY (TYP.) 3/8" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. _ 1x6 SMOOTH FINISH BAND (TYP.) 9'-C" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 7/8" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR 9'-4" BRG. HT. _ j, 8'-0" HDR. HT. 0'-0" FIN. FLR. ATTIC VENT CALC'S: MIN. 40%- MAX 50%OF REQUIRED VENTILATION TO BE IN UPPER PORTION OF ATTIC SPACE AND THE BALANCE TO BE IN LOWER PORTION (EAVES). (OFF -RIDGE VENT MAXIMUM OPENING SIZES) MINIMUM NET VENTILATION AREA SHALL BE,!,, OF VENTED SPACE. TOTAL VENTED SPACE: 1,857 = 6.19 SF. NET FREE 300 REQUIRED UPPER PORTION VENTILATION TOTAL: 4.952 SF. TO BE PROVIDED w/ OFF RIDGE VENTS: 5 VENTS P.652 /PER VENT TILE: C'HAGIN MODEL "S", SHINGLE: LOMANCO 770-D). LOWER PORTION VENTILATION TOTAL: 1.24 SF. TO BE PROVIDED w! SOFFITS @ EAVE: 80.00 LF. @ 0.049 SF. VENTINGILF. UPPER ROOF PERCENTAGE: 40% LOWER ROOF PERCENTAGE: 60110 Roof Layout SCALE: 1/8" = 1'•0" (11x17) 1/4" = T-0" (2204) ��`���151119dd1d/'®` bf '�3,��'',d . 'z o oa ¢1.J O o ON CO mm O r -1q ,RI -C) ti Cf) U LL C (fl cm U) N 0) N Q 0-0) 07 E M U) � O Oc CD - :s O d" E - , 3- 00 Q LL U .N z v z vg �c s Lu Lu 01111111111, o � " m wo o �Q �o �1 we �a L 7 ul Q o ON CO n ° .1 J Ln r� (V U w- o ® 5, 3:N '+ Lo ¢ w a ro o M C co u < 0 N 00 U) 9 z CD 0 a z 0 0 O N N � O O O- O V) m �C "t7 r -i CP Q- M LO r\ LL O n Q > > CD r- .5 L O Q w Ln O a ISSUE DATE I 03/30/2018 REVISIONS PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT ELEVATIONS "C" 04.0 9'-0" BRG. HT. Y @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 10'-8 314" FIN. FLR. HT. @ SECOND FLOOR Y _ 9'-4" BRG. HT. 8'-0" HDR. HT. G-0" FIN. FLR. 9'-0" BRG. HT. (� @ SECOND FLOOR Y L 7'-8" HDR. HT. @ SECOND FLOOR _ 11'-4" BRG. HT. @ ENTRY 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR — 9'-4" BRG. HT. — 8'-0" HDR. HT. r� 1x6 SMOOTH FINISH BAND (TYP.) 318" TEXTURED CEMENTITIOUS FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. , 12 6� - 12 6F— i FIBERGLASS SHINGLE ROOF INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. ITAL & VERTICAL TS PER ASTM 1063 7E] Left Elevation "C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) PER MANUFACTURER'S SPECIFICA 2'-0" 12 I,6 1 0 2' -DV" O.H. TYP. ALL HORIZONTAL & VERTICAL - CONTROL JOINTS PER ASTM 1063-- Right Elevation "C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" :5 T-0" (22x34) -11 9'-0" BRG. HT. — @ SECOND FLOOR T-8" HDR. HT. — @ SECOND FLOOR 718" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7/16" OSB. SHEATHING (TYP.) M 11'4" BRG. HT. — @ ENTRY w 10'-8 3/4" FIN. FLR. HT. @ SECOND FLOOR 9'4" BRG. HT. — 8'-0" HDR. HT. _ 1x SMOOTH FINISH BAND (TYF 318" TEXTURED CEMENTITIOU FINISH OVER C.M.U. (TYP.) 0'-0" FIN. FLR. — 9'-0" BRG. HT. @ SECOND FLOOR T-8" HDR. HT. @ SECOND FLOOR 718" TEXTURED CEMENTITIOUS FINISH ON METAL LATH OVER 7116" OSB. SHEATHING (TYP.) N 10'-8 314" FIN. FLR. HT. -- @ SECOND FLOOR — 9'-4" BRG. HT. — 8'-0" HDR. HT. 0'-0" FIN. FLR. JIM � OLI- Uy � • U " w UJiG�c'� sreod'g> °'a��a P�:9�� roti I�ddldllill1111`' (D O O M O V LL Q0 c)) fn r r- ' cy) Q a 07 � N (3 U) N CO 0 O O O 0E :S LO M c0 Q 0- UT 9m w .N Z N Z ID a 0 Yn L fL w 0 �N wt 4-L oa �o_ O o U z a� (u a oo>, o� p a p I� J I� x C7 z /co� E L M Lu x a � •1 'p ,--i Q� m N j {y U UCL E L- J ® Q H � Ln m 4 n a (+� a c C) �O o c M (d a w O_ N W V) M z c Q -1 ro a c: w in O a �a ISSUE DATE I 03130!2018 REVISIONS PROJECT: 18-0233 Mz SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS 0 ELEVATIONS "C" FT �o_ O o a� F_a o� p o C) O x C7 z Ln M Lu x a � •1 'p ,--i Q� m N (D UCL Ln J = Q H � Ln m L m Z _ a c O_ i1> -O Lu > c Q C 5 ro w in O a ISSUE DATE I 03130!2018 REVISIONS PROJECT: 18-0233 Mz SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS 0 ELEVATIONS "C" FT NOTES: 1. STAIRWAY CONSTRUCTION TO CONFORM TO FBCR 2017, 6TH EDITION SECTION R311.7 2. MAX HT. OF RISER TO BE 7 3/4". 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. 10. HEADROOM CLEARANCE MIN 6-8". TY P . BETWEEN STRINGERS - ATTACH TO SLAB wl 12d CUT NAILS @ 6" O.C. AND (2)12d EACH END OF 2x4TOE NAILED TO STRINGER. STAIR CONNECT. SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'-0" (22"x34") 10" 1x8 SKIRT BD, i \ 2x12 TREADS CUT TO FIT T \ 1 � i 112" PLYWD. BLOCKING ,12 STRINGERS DATA: TOTAL RISE: 10-8 3/4" (18 RISERS @ 7.15 " EA.) TOTAL RUN: 17 (17 TREADS @ 10" EA.) TREAD & RESER DETAL SCALE: 3/4" = T-0" (11x17) 1 1/2" = 1'-O" (2204) 1x8 CAP CASING. 2x4 @ 24" O.C. 314" PLYWD. SUB -FLOOR SHEETROCK 2x JOISTS 16" O.C. MAX — 2x LEDGER ATTACHED TO STUDS w/ (2)12d NAILS @ EACH STUD BOTTOM PLATE HUS26 JOISTS TO LEDGER PRE-ENGINEERED FLOOR TRUSSES @ 24" O.C. (SEE TRUSS LAYOUT) HALF WALL DCTAaL SCALE: 3/4" = 1'-0" (11x17) 1 1/2" = T-0" (2204) S3 06 HANDRAIL R311.7 6TH EDITION - FBCR (2017) S5 34"-38" ABV. TREAD NOSIN 10'-8 314" FIN. FLR. HT. 06 1 ON OPPOSITE WALL. @ SECOND FLOOR 9'-4" BRG. HT. - Q -� ,,n I SZ 8'-0" HDR. HT. _ rncr o F (3)12 x 12'S TRINGERS QUAD I Lo a, 112" GYPUM S1 = `U6 OARDS �PPLIE TO06 co �Ll_ UND�R STAI� URFAC AND SI S 0'-0" FIN. FLR. — ------ ----� — VS @ 16" O.C. MAX. ADD 2x VERTICALS @ 16" O.C. AS REQUIRED BY MUNICIPALITY -TO BE PLACED DIRECTLY UNDER LEDGER SCALE: 3/4" = T-0" (11x17) 11/2" = TV (22x34) PLATFORM FRAMING T-6" T-6" R-5 —IT" LANDING Stair Section SCALE: 318" = T-0" (11x17) 3/4" = TV (2204) 314" PLYWD. PRE-ENGINEERED FLOOR TRUSSES 24" O.C. 2 x 4 LEDGER IN BETWEEN STRINGERS ATTACH TO FLOOR TRUSS w/ 12d NAILS @ 6" O.C. @ (2)12d @ EACH END OF LEDGER TOE -NAILED TO STRINGER. STS' R CONNECT. F IPo TRUSS SCALE: 3/4" = T-0" (11x17) 1 1/2" = TV (22x34) STRINGER TO FLOOR TRUSS Stair Details SCALE: 3/4" = T-0" (11x17) 1 1/2" = T-0" (2204) 2 RECESS — \ LIGHTS PRE -WIRE \ \ CLG. FAN/LITE,,,, E OUTLE \ BOX ll 'AF I 4 RECESS _ LIIGHTS U/C GFCI IFOR DISPOSAL & DW. OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE` �4/0SCR AL. TYP. ELECTRICAL UNDERGROUND PANEL SERVICE BY (20 CIRCUITS) POWER CO. NEMA3 SEE FLOOR PLAN FOR FUSE SIZE A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE #8 TO A/C p Nr #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA \� OUTLET & BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. CABLE JACK r-( \ @65" AF A.F.F. 200 AMP ELECTRICAL RISER PENDANT LIGHT PREWIRE (3-TYP.) PRE -WIRE CLG. FAN/LITE I \ / \ \ SLGFI OWcr �\ U1 A \ � — 4EL — J GFI 42L AF 1I I TO SWIT \ — OUTLET & S.D. ABy. CABLE AD SAF ���Ill JACK @ 65" \ L i A.F.F. T 11AF AFI PRE -WIRE / L------ OS.D.E CLG. FAN/LITE U O C.M.S.D. AF \ = T OUTLET&\ CABLE AF JACK @ 65" \ A.F.F. � AF AF \T ° II n \ II o 2 AF ' GFI r \ —o u E " @ 42"V W P. GFI OUTLET BOX Lj I GFI @— / AF GFI GARAGE @ 42" CLG. j ---------------------- - — — — — — — — — — — — -------- -------------------- First Floor Electrical Plan " AAC" (Standard) SCALE: 1/8" = TV (11x17) 1/4" = 1'•0" (22x34) EXTRA DUTY GENERAL NOTES KEY: 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. 2. ALL OUTLETS ARE TO BE AFCI PROTECTED, 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE AFCIPROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS LOCATED IN THE GARAGE AND LAUNDRY WILL BE GFCI PROTECTED. 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI OUTLET. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI PROTECTED. 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE ALLOWED ONLY IF ALLOWED PER CURRENT NFPA/ NEC. 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE GFCI AND AFCI PROTECTED. 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.O. ). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND T-0" IN ALL OTHER BATHROOMS. 14. IN AREAS SPECIFIED IN SECTION E3901.1,125 -VOLT, 15- AND 20 -AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENTAND 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. ELECTRICAL KEY: O d CD ti E M O U N m LL CO 0) L7 '(n > Q O 07 N E (B W N CO O s- O O E O E Lo 00 Q d LCL AV IM w z z -a 3 � a s tt w EO UZ V � CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT RECESSED LIGHT I WALL MOUNTED LIGHT O WALL WASH RECESSED 00 DUPLEX RECEPTACLE 2W= 220V RECEPTACLE z4n 112 HOT, 112 SWITCHED AWPWATER PROOF RECEPTACLE FLOOR RECEPTACLE 1 ` PRE -WIRE FOR CLG. FAN GFI GROUND FAULT INTERRUPT WALL SWITCH 8, 3 -WAY SWITCH 84 DIMMER SWITCH N TELEPHONE JACK E -I CABLE JACK 0 PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT CD M ELECTRICAL PANEL CHIME i7 DOOR BELL/ GARAGE DOOR SWITCH L= DISCONNECT SWITCH IN F ELECTRICAL METER 0 S.D. SMOKE DETECTOR (. C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN �1 WALL SCONCE + CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT (OA FAN / LIGHT COMBINATION <� GARBAGE DISPOSAL MOTOR ® SPEAKER O JUNCTION BOX L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION O d CD ti E M O U N m LL CO 0) L7 '(n > Q O 07 N E (B W N CO O s- O O E O E Lo 00 Q d LCL AV IM w z z -a 3 � a s tt w EO UZ V � CD 0 N N � ro o Cr (n O � -n -r� M L cj� W N d r -0 N Ln O — C: I� C N v V- 0 .i C) > > o C D C N 0 Q w Ln O 0 - ISSUE ISSUE DATE I 03/30/2018 REVISIONS PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 Qj Ln O .1 00 a 1 ` L rJ U '0 c � LL ® 5. +� cn 0 M CD M fa fa N� 00 M ( J CD 0 N N � ro o Cr (n O � -n -r� M L cj� W N d r -0 N Ln O — C: I� C N v V- 0 .i C) > > o C D C N 0 Q w Ln O 0 - ISSUE ISSUE DATE I 03/30/2018 REVISIONS PROJECT: 18-0233 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 07 o M CDO � U J Ln 7 (o O1 fn 'fn O) � T O > Q 67 O U) _ O D N O . O O 0F=d 00 a- - W N Z � N Z -5 a a n s m 6 7 U cl 0 w c a 0 v� Y K Q a o O 4J o O i M \ O I� r ]. >_ � M ry� w 'O E -ia LL N 1 3 W ® o co c N W Ln � � M w 0 J c� z z F - w c v; c L 0 O p � N U � ~ + O a Cr O r d U N Ln z 4 ti C M n o_ c: a) N LL o O z •U1 a. > Q) o i OCD = C r14 � u Q W Ln O 0- < a 0 >40 0 s ISSUE DATE 03/30/2018 c REVISIONS 0 PROJECT: 18-0233 z SCALE: AS NOTED z DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 08 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, 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF V. KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM, THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 114" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 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. CONCRETI HEADER C LINTEL PC EXP. S- PC ANCHC STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHC I" EXP, BOl PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1(" WIDTHS X 24" LENGTHS, EXPANSION STRIPS (BOTTOM): 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 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 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 'THINLINE" SERIES BLOCK. GLASS BLOCK DETA .S SCALE: N.T.S. 15# FELT DRAINAGE PLANE WOOD BASED EXTERIOR SHEATHING- OSB 7/8" NOMINAL STUCCO THICKNESS PAPERBACK LATH PEEL AND STICK TAPE METAL OR PLASTIC EXPANSION JOINT DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME INTERSECTION UNDER EXPANSION JOIN EQUAL TO PROTECTO WRAP BT-20XL-9" WIDE. TO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTITIOUS FINISH SCALE: 3" = 1'-0" W 1DOW FLASHING DUMC SfAF, NT.s. 20STUCCO BOND. BREAK/FLASHING E)"ETAIL CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' PRE -FAB CAP OVER CHIMNEY 1/2" PLYWOOD EXT'R. SHEATHING ALL AROUND NAILED 8d @ 5 & 12 2x4 BLOCKING II 1 I -TRUSS (& 24" O.C. FIRE BLOCKING METAL FIRE BLOCKING AROUND FLUE LINER - MANTLE 11 PRE -FAB FIRE BOX DAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH RE -FAB FI RFB'O 24" O.C. CDPL/R TYP. 1718" STUCCO OVER PAPER BACK WIRE MESH U.N.O. GALV. L -FLASHING 2x4 BLOCKING I 2x4 BLOCKING 2x4 #2 SPF OR #3 SYP STUDS @16" O.C. FOUNDATION ROOF UNDERLAYMENT PER FBC R905.2.7 CDX PLYWOOD OR O.B.S. LATH AND STUCCO "J" METAL FLASHING 4x5 BASE FLASHING ROOF COVERING PER PLAN 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) ROOF UNDERLAYMENT PER FBC 2>'s @ 24" O.C. W/ HUGHES w7 ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". 6" MIN. LAP ON METAL ui 00 cu ♦���e�i''i i ii lei f 11�7�,'''r� 1 \4 oo� 0o - v O p I� J f� u j Lam/ -r- M z ID f= N 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, 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, WHEN INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE MIDDLE OF THE WINDOW. FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF V. KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED. 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION. DO NOT USE EXPANDABLE FOAM, THE USE OF EXPANDABLE FOAM WILL VOID WARRANTY. 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 114" GAP AT SILL BETWEEN STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. • SET WINDOW UNIT. • APPLY 2ND BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. NOTE: SELF-ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED IMPORTANT: IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER 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. CONCRETI HEADER C LINTEL PC EXP. S- PC ANCHC STRIP GLS. BLK. PC PANEL REINFOR. SEALANT PC ANCHC I" EXP, BOl PER ANCH MORTAR ASPHALT EMULSION CONC. BLC WALL EXTERIOR PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING (TOP): USED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4' AND 10' LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLE): ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1(" WIDTHS X 24" LENGTHS, EXPANSION STRIPS (BOTTOM): 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 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 31" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 32 'THINLINE" SERIES BLOCK. GLASS BLOCK DETA .S SCALE: N.T.S. 15# FELT DRAINAGE PLANE WOOD BASED EXTERIOR SHEATHING- OSB 7/8" NOMINAL STUCCO THICKNESS PAPERBACK LATH PEEL AND STICK TAPE METAL OR PLASTIC EXPANSION JOINT DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME INTERSECTION UNDER EXPANSION JOIN EQUAL TO PROTECTO WRAP BT-20XL-9" WIDE. TO EXTEND 2" BELOW THE CMU 1/2" NOMINAL CEMENTITIOUS FINISH SCALE: 3" = 1'-0" W 1DOW FLASHING DUMC SfAF, NT.s. 20STUCCO BOND. BREAK/FLASHING E)"ETAIL CHIMNEY HEIGHT 24" ABOVE ROOF WITHIN 10' PRE -FAB CAP OVER CHIMNEY 1/2" PLYWOOD EXT'R. SHEATHING ALL AROUND NAILED 8d @ 5 & 12 2x4 BLOCKING II 1 I -TRUSS (& 24" O.C. FIRE BLOCKING METAL FIRE BLOCKING AROUND FLUE LINER - MANTLE 11 PRE -FAB FIRE BOX DAMPER 18" NON-COMBUSTABLE MATERIAL FOR HEARTH RE -FAB FI RFB'O 24" O.C. CDPL/R TYP. 1718" STUCCO OVER PAPER BACK WIRE MESH U.N.O. GALV. L -FLASHING 2x4 BLOCKING I 2x4 BLOCKING 2x4 #2 SPF OR #3 SYP STUDS @16" O.C. FOUNDATION ROOF UNDERLAYMENT PER FBC R905.2.7 CDX PLYWOOD OR O.B.S. LATH AND STUCCO "J" METAL FLASHING 4x5 BASE FLASHING ROOF COVERING PER PLAN 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) ROOF UNDERLAYMENT PER FBC 2>'s @ 24" O.C. W/ HUGHES w7 ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". 6" MIN. LAP ON METAL ui 00 cu ♦���e�i''i i ii lei f 11�7�,'''r� a� oo� 0o 0 O M O � U O JLL U U) vi�r.� (.0N Q Q Oj E U) N C -0O Lr U L 0 c:) E O E :!�t, o0Q11LL c � z z E o a uj bib- z w 0 "W u ❑ ROOF COVERING PER PLAN ROOF UNDERLAYMENT 2 PER FBC R905.2.7 m ROOF SHEATHING T z 0 z 0 0 N c`a o C> 6 o V) i M 00 N d U N III � M O LL o O C > v c No o Q W Ln O d ISSUE DATE 0 313 0120 1 8 0 REVISIONS B'I' PROJECT: 18-0233 Y Z SCALE: AS NOTED Z DRAWN BY: JML & JFT DETAILS D1 0o - v O p I� J f� u j E -r- M z ID f= N U E oz s 1 V) o; m i o C < EL N oo V) M ;� F D ROOF COVERING PER PLAN ROOF UNDERLAYMENT 2 PER FBC R905.2.7 m ROOF SHEATHING T z 0 z 0 0 N c`a o C> 6 o V) i M 00 N d U N III � M O LL o O C > v c No o Q W Ln O d ISSUE DATE 0 313 0120 1 8 0 REVISIONS B'I' PROJECT: 18-0233 Y Z SCALE: AS NOTED Z DRAWN BY: JML & JFT DETAILS D1 GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MW, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 5x6xW1.4xW1.4 VWVF 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. 24" 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 V3 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 (I'm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 318" ANDA 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 112" 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. 25" 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 - 114" 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 WI 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.1INo.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.C. 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 Ib/inz U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 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.Q. 2. 5/8" TYPE "X" GYPSUPJI 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 THATALL 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 150 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 42 BLOCKING wl (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER,M (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-D" 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-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W! (2) 12d TOENAILS REQ'D. EXT, SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING, ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER SCSI -B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPSICONNECTORS 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 -112" ALL THREAD ROD w/ 2" x 2'' SQ. WASHER DRILL & EPDXY w) SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -112"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 S. MORTAR JOINTS -FOR BED JOINTS 112"-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 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WIIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS T REQ'D, I NO R Q 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 <112", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +112"-1-118", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-118", CONTACT EOR FOR REPAIRS. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +1-0.18 LINTEL PLAN WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND SCALE: AS INDICATED ({) VALUE DENOTES PRESSURE AREA (SQ F1- (-) VALUE DENOTES SUCTION AREA O4 C 10 (+} 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-} 22.0 (-) 26.4 50 (+) 19.0 (+) 19.0 I O 20.8 N 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x T-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „1 5 5, f 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 13 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 i SHEET TITLE SC STRUCTURAL NOTES SIC FOUNDATION PLAN S2C DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4C LINTEL PLAN S5C FIRST FLOOR FRAMING PLAN S6 NOTES & CONNECTOR LEGEND S7C ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 GENERAL DETAILS SD5 TWO STORY DETAILS SD6 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS NUMBER DATE MASTER UPDATES DESCRIPTION INTIALS 1 2/28/2017 CREATED ELEV. A & B STD. & w/SITTING RM. & SITTING RM. w/TRAY HG OPT. UPDATED TO INCLUDE MASTER w/TRAY OPT. PER WP -134 (MID -FL. 2 2/28/2018 TRUSS) UPDATED PER FBC 6th EDITION (2017) RESIDENTIAL & HG UPDATED PER LATEST ARCHS ' 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. LU F D co W C9 O Z ~ OfQ O � o Uo C/7 w W o ❑ Q W rY T1. N i M- Q U r �-,W p .r W W U) W aa° - k -C1 N Q W �E-® O 00 �Z.. CL U R Z Ow r LuW ti F- O rn C7 Lu w ri�� zQo_j-j(o:1 F-- E m g - o Q>-0,0 Z) 0 BO �r m Q zQ03 : o o=zwzE OZi,-wYo3 U¢QWQ0_1 Fa2O� co C) Co LL 0 ti BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRS JOB No, PSO-0204921 SCALE: AS INDICATED DATE: 04/06118 Mo 0 co 30'-0" 16'-0" 14'-0" A/C �Fl PAD 2.6 [_ r 1 M 2'-4" 16'-0" U 2.4, 9,-4„ SYMBOLS LEGEND 111 INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0"O.C. MAX U.N.O.) a INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. F_/ INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q INDICATES 45' CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. 1/4"=1'-0" FOUNDATION NOTES. 1. PROVIDE PAIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. o"" AND SEALED, REFER TO FBC-R CURRENT EDITION SECTION R505.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO W.NM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W,MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN)ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB" FILL CUT WlAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISEDAT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED W 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 01557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP -- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE --- ®� ® tEY NICD O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W, LF2 BARS & 3" MIN. COVER TO EDGE OF CONC. I QC CHECK: 12"x24"x12" dp wl #5's EQUALLY SPACED EA. 24" SIDE O.C. & MIN 1A _ � PAVERS U U F 3 #5 PARALLEL 12" O AL O P$ J BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.G.C. Z �O ®. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. 4'-4" B'-8" T-0" N I 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp v✓/ #5's EQUALLY SPACED EA. 2.5 ��// M 3 S3 MF01 BARS & 3" MIN. COVER TO EDGE OF CCNC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 S3 MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. r111F 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. EINto O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MJN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 0'-0" FW. FLR. - °o 0 I I BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp wl #6s EQUALLY SPACED EA. S3 I WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 4" THICK CONC. SLAB W/ i2 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. FIBERMESH. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. O d"I 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A 'NAY MW IN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 10'-10" g'-0" (2 -STORY FTG. 7,_2, BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA, 4B ABARS MFO S3 -1 2 & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MJN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w1#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HOR)Z. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. I� 1 MFO I I © I MFO rL_LLL J.J_I � I ® IU— u. 5O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MW. COVER TO EDGE OF CONC. S3 66"x66"x16" dp w/#5's EQUALLY SPACED EA. .5 9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. El V) O I I 10'-10" 19'-2" N 19o zo U_ ®I [IF '010 N II � MFO3 ®- S3 /I o i[-- til i� MFO ii MF01 MFO71 i� I i L ---Iii S3 L----� r---- 2 -STORY FTG. IEI S3 VM m EII EI ® 3,-8„ } MF11 S3 (_t0'_4' 3.5 ���' MFO I PAVERS = S3 d 1 a� L _ " D1 0.. S2C M 2 23 -•r- ®I -.� o �L� ElI I 00 M F02 N o No L—J s3 7'4" 8" 20'-0" r IM OF2) 0 ® I I ,S3 MF13 2.6 S3 2.6 :L-7/ --7- — -� — — 0 M® ®® [_ r 1 M 2'-4" 16'-0" U 2.4, 9,-4„ SYMBOLS LEGEND 111 INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0"O.C. MAX U.N.O.) a INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. F_/ INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q INDICATES 45' CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. 1/4"=1'-0" FOUNDATION NOTES. 1. PROVIDE PAIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. o"" AND SEALED, REFER TO FBC-R CURRENT EDITION SECTION R505.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO W.NM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W,MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 30". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN)ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB" FILL CUT WlAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISEDAT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM wl EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED W 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 01557 ( MODIFIED PROCTOR) THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP -- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS ANDIOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE --- 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. NICD O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W, �I BARS & 3" MIN. COVER TO EDGE OF CONC. JW QC CHECK: 12"x24"x12" dp wl #5's EQUALLY SPACED EA. 24" SIDE O.C. & MIN 1A WAY MIN. . 2" HORIZ. CLEARANCE BETWEEN 3 #5 PARALLEL 12" O AL O P$ J BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.G.C. Z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp v✓/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CCNC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MJN. COVER TO EDGE OF CONC. 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. 42"x42"x16" dp wl #6s EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w1#5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A 'NAY MW IN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA, 4B ABARS WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MJN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONIC. 54"x54"x16" dp w1#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HOR)Z. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#o's EQUALLY SPACED EA. 5O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MW. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. .5 9> WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, Or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z LU co W r z O F - UJ W T C7 z Qv I W U° �6. Q =,fix. L.J.. m z Q Z O_`Cf)�w LL1 LU U < F- E _x�rn❑ o� o w O ^ V (n z ® Uwz❑M-s ZQ0_�(D m LL L J U ❑>- j o W �LU Z) J) Of JQ O z� W E �- 0 z Z<0 � F- UQQWQa LL. W ��OLL U " W 2 00 04 F- O U -1 U) , LLILjJ o ®_jw = W W LU X QQa F- CJ N B / W F- p Q00 Z [�L aN� BLDG DESIGN: --- rn M NICD DRAFTING: co -DESIGN, �I Y JW QC CHECK: MRB �� rn M wt®y2ja 0 J Q o Z� O P$ J lyj Ld _w Fr 704, Z ca Qv I W U° �6. Q =,fix. L.J.. m z Q Z O_`Cf)�w LL1 LU U < F- E _x�rn❑ o� o w O ^ V (n z ® Uwz❑M-s ZQ0_�(D m LL L J U ❑>- j o W �LU Z) J) Of JQ O z� W E �- 0 z Z<0 � F- UQQWQa LL. W ��OLL U " W 2 00 04 F- O U -1 U) , LLILjJ o ®_jw = W W LU X QQa F- CJ N B / W F- p Q00 Z [�L aN� BLDG DESIGN: --- STRUCTURAL ENG: NICD DRAFTING: -DESIGN, --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE. 04/06/18 q co cn io SYMBOLS LEGEND EI INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM ( 8'-0"O.C. MAX U.N.O.) * INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT GRADE 60 #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM — ❑ & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU PLAN VIEW (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). SECTION VIEW D1 MASONRY COLUMN TIE IN 1/2"=1'-0" J Q z z w ❑ U) LU 0 N_ z O F 0 LU DOWEL PLACEMENT PLAN i 1/4"=1'-0" 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. rn 1 C'j ui L 3 0 z !?O .e W y� ¢ cLQ CS O O v Q w F- U) w c� O Z I- 0 O� O ❑ 00 U❑ w W ❑ Q Q W ry a— z Z W 2 L11 U a— W J J LLJ H H W W 0 W Q 2 U Q � o4d � Pa � U?v ze aydo z� am z U) LU O J OJ O 06 J O n rn ZHz>�oo Q O J w J O0o(j) 0 C/) U) EE z <0 2i Ci F-WY00zz vOfQCT z�0� M OL o 0 O 11 1 CC CHECK: T N 1 JOB No. 17- SCALE: 0 O DATE: U J �.W E W W J = W N W aaa Q I— a Cl) W U)�o o �00Z aN BLDG DESIGN: -- STRUCTURALENG: M DRAFTING: -DESIGN: --- -STRUCT: J% U Q � o4d � Pa � U?v ze aydo z� am z U) LU O J OJ O 06 J O n rn ZHz>�oo Q O J w J O0o(j) 0 C/) U) EE z <0 2i Ci F-WY00zz vOfQCT z�0� M OL o 0 O 11 1 CC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 (1) #5 FROM FTG. TO U) BOND BEAM IN FULLY 111 GROUTED CELL. PLAN AND BEARING SPLICE TO BE MIN. 30" 1` #5 BARS @TOP WALL SCHEDULE W WHEN MONO DEPTH MASONRY WALL EXCEEDS 26". IF SEE PLAN II. DEPTH IS LESS THAN CONCRETE SLAB PER 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED DENSITY LI #3 STIRRUPS @ CONTRACTOR TO 48" O.C. WHEN ° ° — MONO DEPTH ° I ° '°° II, EXCEEDS 26", IF I I -_ ' °° d II a GRADE z xQ DEPTH IS LESS FILL @ 95% STANDARD THAN 26" SLOPE THESE BARS I I— I—I I al °° �.i j° I I o o ARE NOT REQ'D III .I III— I I— (2) #5 BARS CONT. I ----- III=III-III I - I W/ 3" COVER TYP. CLEAN COMPACTED 8" 1'4" FILL @ 95% STANDARD co —I � I I I DENSITY ALL REINFORCEMENT SHALL NOT REQUIRED MAINTAIN 3" CLEAR TO CONC. SLAB PER FOUNDATION PLAN GRADE AND 1-1/2" CLEAR TO WHERE 2ND STORY OCCURS, FTG ANY FACE EXPOSED TO SHALL BE V-4" WIDE W/(3) #5 BARS WEATHER M F01 TYPICAL EXTERIOR FOOTING SLOPE SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM 3/4"=1'-0" (2) #5 BARS CONT. W/ —j 8 8 B—"' 8" 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS fl�I`Ok FOOTING AT INTERIOR BEARING 3/4"=1'-0" U) 2x BRIG WALL PER REINFORCEMENT SHALL U) PLAN AND BEARING CELL SOLID LU WALL SCHEDULE MAINTAIN 1-1/2" CLEAR TO SHOWER SIZE 2x P.T. BASE PLATE CLEAN COMPACTED WEATHER LUU FILL @ 95% STANDARD DOOR LOCATIONS. OPTIONAL CURB BY DENSITY d M CONC. SLAB PER CONTRACTOR TO I g FOUNDATION PLAN I. �. TINTIN, . - IITI I I 1—,-: PVC SLEEVE (FRONT VIEW) I I I— (2) #5 BARS CONT. W/ —j 8 8 B—"' 8" 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS fl�I`Ok FOOTING AT INTERIOR BEARING 3/4"=1'-0" (1) #5 FROM FTG. TO - BOND BEAM IN FULLY e i�' MASONRY WALL GROUTED CELL. SEE PLAN SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP aI WHEN MONO DEPTH w v I I EXCEEDS 26". IF DEPTH IS LESS THAN CONCRETE SLAB PER > I I 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED VARIES SEE PLAN 1 #3 STIRRUPS @ _ — d I ' ' a ° ' Ir GRADE z 48" O.C. WHEN °'77-7 MONO DEPTHIII 11- I ? o? o EXCEEDS F DEPTH IS LESSoJJj I M 0 THAN 26" THESE BARS — —_ ARE NOT REQ'D III=III= I' CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'4" DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1112" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WEATHER F02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" (1) #5 FROM FTG. TO U) TIE BEAM SPLICE TO� REINFORCEMENT SHALL U) MAINTAIN 3" CLEAR TO GRADE CELL SOLID LU SEE PLAN FOR MAINTAIN 1-1/2" CLEAR TO SHOWER SIZE ANY FACE EXPOSED TO NOTE: AT FRENCH WEATHER LUU CURB DOOR LOCATIONS. OPTIONAL CURB BY °. d M - f8"z M CONTRACTOR TO I g FOUNDATION PLAN LU a > g VERIFY WITH DOOR PVC SLEEVE (FRONT VIEW) ° FILL @ 95% STANDARD MANUF. FOR SLOPE REQUIRED RECESS d, ,a _- o T — THRESHOLD PER MFR'S. ' d. °d I'I SPECIFICATIONS THRESHOLD PER EXTEND SLAB OUT 1 1/2" AT MANUFACTURER'S SPECIFICATIONS FRONT ENTRY DOOR & GARAGE co —I � I I I ENTRY SWING DOOR #3 STIRRUPS @ 48" NOT REQUIRED O.C. WHEN MONO CONC. SLAB PER FOUNDATION PLAN w _ w (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THAN 26" THESE BARS M ARE NOT REQ'D PER DOOR MANUFACTURER SLOPE SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM AT MASONRY I _ � REFER TO BUILDING 1/2" FIBER EXPANSION _ UNDATION PLAN =IIIIIIIIII-FOR CONT. _"SIZERE AS REQUIRED 1=11 EXTERIOR DOOR POURED SILL FOUNDATION 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this documE (1) #5 FROM FTG. TO - BOND BEAM IN FULLY e i�' MASONRY WALL GROUTED CELL. SEE PLAN SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP aI WHEN MONO DEPTH w v I I EXCEEDS 26". IF DEPTH IS LESS THAN CONCRETE SLAB PER > I I 26", THESE BARS ARE FOUNDATION PLAN NOT REQUIRED VARIES SEE PLAN 1 #3 STIRRUPS @ _ — d I ' ' a ° ' Ir GRADE z 48" O.C. WHEN °'77-7 MONO DEPTHIII 11- I ? o? o EXCEEDS F DEPTH IS LESSoJJj I M 0 THAN 26" THESE BARS — —_ ARE NOT REQ'D III=III= I' CLEAN COMPACTED (2) #5 BARS CONT. FILL @ 95% STANDARD W/ 3" COVER TYP. 8" 1'4" DENSITY ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG GRADE AND 1-1112" CLEAR TO SHALL BE V-4" WIDE W/(3) #5 BARS ANY FACE EXPOSED TO WEATHER F02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" (1) #5 FROM FTG. TO ALL FOUNDATION TIE BEAM SPLICE TO� REINFORCEMENT SHALL BE MIN. 30" GROUT MAINTAIN 3" CLEAR TO GRADE CELL SOLID AND ALL OTHERS TO SEE PLAN FOR MAINTAIN 1-1/2" CLEAR TO SHOWER SIZE ANY FACE EXPOSED TO LOWEST STEP OF WEATHER II �x CURB < OPTIONAL CURB BY °. BUILDER - f8"z M CONC. SLAB PER I g FOUNDATION PLAN LU a > g X GRADE -.--.1' PVC SLEEVE (FRONT VIEW) ° FILL @ 95% STANDARD MAX 6" DIA. 7° CONTACT EOR FOR ADDITIONAL REVIEW d, ,a _- o T — (2) #5 BARS @ TOP ' d. °d I'I WHEN MONO DEPTH _ EXCEEDS 26". IF — ° DEPTH IS LESS THAN co —I � I I I 26", THESE BARS ARE #3 STIRRUPS @ 48" NOT REQUIRED O.C. WHEN MONO PER DETAIL MD08 ON DEPTH EXCEEDS 26", (2) #5 BARS CONT. IF DEPTH IS LESS W/ 3" COVER TYP. THAN 26" THESE BARS ARE NOT REQ'D I I I I I FO FOOTING @ SHOWER AT MASONRY I _ � REFER TO 3/4"=1'-0" I FILLED CELL PER PLAN GARAGE. --� v TOP VIEW @ CORNER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY BUILDER- CONCRETE OR PAVERS oyo0 CLEAN COMPACTED -III—I I III—I I—_ I— I FILL @ 95% STANDARD —I -I I —III III DENSITY 4" 8" 8" x 8" THICKENED EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. 1`13 THICKENED EDGE @ GARAGE DOOR 3/4"=1'-0" int is copyrighted and is the exclusive property of MONTA CONSULTING & I M CONC. SLAB PER FOUNDATION PLAN (n w (1) #5 BAR CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY F03 NON-BEARING SLAB STEP DOWN 3/4"=1'-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. GRADE O ISI—ISI—ISI— NFIRT _I I I— I I I I—I I i- - 8" FFM THICKENED EDGE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR z PENETRATING PIPE N MAX. 4" IF BEARING WALL J z #5 LOOP TIE (TYP.) ABOVE - WALL WALL SCHEDULE w❑ ANCHOR TO HAVE MIN. I ew ®w��y0 < 0:=z 7" EMBEDMENT BELOW FOUNDATION PLAN REFER TO— LOWEST STEP OF a+ MIN 5" CURB ?.. ' (1) #5 CONT. W/ 1-1112" °. w COVER TYP. z " g CONCRETE SLAB PER LU a > g FOUNDATION PLAN PVC SLEEVE (FRONT VIEW) ° FILL @ 95% STANDARD MAX 6" DIA. 7° CONTACT EOR FOR ADDITIONAL REVIEW d, ,a TIN ' d. °d I'I d 14 "-1a,—=f,=77 BEND CONTINUOUS #5 ..I — ° 8" /L 16" (2) #5 BARS CONT. W/ —' 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS F(214 DOUBLE STEP FOOTING 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE w J Z ANOTHER STEP oU) a O z g XLLd �wz ra_� wo > r. I I .: 9a '°III III ISI III - H VERIFY PLAN DETAILS w o _ _ _ �_ d .° _ FOR REQUIRED #5 III CONT. BARS. MAINTAIN U - 1 °� 1— III=III III III=1 11 1=I 3"I COVER TYP. -III—I �16r MITI�r I 1 VERIFY PLAN DETAILS III=1 11 1=1 11 1=1 I I— BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 3" COVER TYP. BARS FOR EACH CONT. BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 8" CMU - CONC. SLAB PER FINISH PER ELEV. FOUNDATION PLAN FINISH FLOOR PENETRATING HOLD BRG WALL BACK SO GYP FINISH IS 2x ERG WALL PER FLUSH W/ PLAN AND BEARING J z #5 LOOP TIE (TYP.) PIPE. MAX 4" WALL SCHEDULE w❑ CONC. SLAB PER I ew ®w��y0 < 0:=z � w FOUNDATION PLAN REFER TO— J LL a+ FOUNDATION PLAN w ?.. ' FOR CONT. °. g FOUNDATION INFORMATION PVC SLEEVE MAX _ II 6" DIAMETER FOOTING PER PLAN " g - �. 4 — FOOTING PER PLAN I I=I 2x P.T. BASE PLATE I I—I II CLEAN COMPACTED PVC SLEEVE (FRONT VIEW) FILL @ 95% STANDARD MAX 6" DIA. (SIDE VIEW) DENSITY CONTACT EOR FOR ADDITIONAL REVIEW o FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS ' d. °d I'I (2) #5 x 4'-0" BARS ­\ BEND CONTINUOUS #5 ° °'° "' d a' CENTERED AT PIPE PVC OR SCH40 SLEEVE co —I � I I I PENETRATION a 77 ° e I _ PER DETAIL MD08 ON -I-II—II_I—IIIIII KrE=F41 Fill I ° —III—III— °O .4 I F-1 II_ I III I I III III—� _I I I_I�_ -1 I—I ° . . ° — =—I ° II—I a III -1 I I I I I __—III III—III—III—i I I- I _ � REFER TO PIPE PARALLEL TO FND _ UNDATION PLAN =IIIIIIIIII-FOR CONT. _"SIZERE FOUNDATION . INFORMATION F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND 3/4"=1'-0" )ESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONST. HOLD BRG WALL BACK SO GYP FINISH IS 2x ERG WALL PER FLUSH W/ PLAN AND BEARING J z FOUNDATION BELOW WALL SCHEDULE w❑ CONC. SLAB PER I ew ®w��y0 < 0:=z � w FOUNDATION PLAN � � I J LL w #5 CONT. °. REINFORCEMENT SEE Ldl d. ,I > 2x P.T. BASE PLATE FOR QUANTITY I z I o BARS AT CORNER, OR ' d. °d I'I BEND CONTINUOUS #5 ° °'° "' d a' ❑ �w co —I � I I I — _ rte— I I I 171 III 1111 11 I I I I I I � 2 4 #5 BARS CONT. W/ —� 6 3" 101, � 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY SHALL BE V-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 3/4"=1'-0" F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS TO TIE INTO EXT. FTG. ° BY TIE IN OR EPDXY CONNECTION I .° °' 'I. O THICKENED EDGE FOOTING PER MF08 w THIS SHEET BEYOND L w LU CONC. SLAB OR PAVERS PER PLAN -_\ PITCH GRAD SEE FOUNDATION FOR PAD SIZE d _ CLEAN COMPACTED FILL @ 95% STANDARD I I- r a DENSITY F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" LTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited LLI ch � VERIFY W/ DETAILS FOR REQ'D 0 a 11)////,, // LU 0 STEEL AT 2 STORY LOCATIONS •� �(-�Qi rn .LL ae� o 00 Q aid ew ®w��y0 < 0:=z nZ a> soOr O :4 J LL #5 CONT. °. REINFORCEMENT SEE Ldl d. ,I FOUNDATION PLAN 1.4 FOR QUANTITY d 90 -DEGREE #5 HOOK I..I °. BARS AT CORNER, OR ' d. °d I'I BEND CONTINUOUS #5 ° °'° "' BARSAROUND 14V CORNER. LAP REBAR PER DETAIL MD08 ON m.aa ®� v . LINTEL PLAN F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEVATION CMU BASE W/ (1) #5 VERTICAL @ EA. CORNER. SEE PLAN FOR BASE SIZE; BARS TO TIE INTO EXT. FTG. ° BY TIE IN OR EPDXY CONNECTION I .° °' 'I. O THICKENED EDGE FOOTING PER MF08 w THIS SHEET BEYOND L w LU CONC. SLAB OR PAVERS PER PLAN -_\ PITCH GRAD SEE FOUNDATION FOR PAD SIZE d _ CLEAN COMPACTED FILL @ 95% STANDARD I I- r a DENSITY F1 FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" LTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited LLI ch � 0 a 11)////,, // LU 0 Q ❑ J •� �(-�Qi rn .LL ae� o 00 Q aid ew ®w��y0 < 0:=z nZ a> soOr O :4 J LL w H LU w C7 O Z ~ O� O N J Il m U ❑ W ❑ D Q LU LU V) U J_ Q' o_. 1 U o u W ° ® z Q[� Z9 1- 0 w O W O 1--- w Oce. -L: E J M D (D I-_ O J OU) ti 7,- LTJ Z 0, M " C zF- z>Jco Q O J w D w ® OF¢ m � c J O N❑ CD o W Z U)vEoQ Za03: �Rlii o F— ❑=zwzE Ozl-wg0 ~ O U Q aLU LL LL 3 Lo W Z O o O N F- Cl) U LU o 0 W W LL) Wn. U) Q 1 W I-- p O 00Z.. dC14 3t BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW CIC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 I HL BLOCK FOR IT GRUU I IS LOCK WITH TOP AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN U 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 WALL iT OPENING HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) I OTHER BARS INTO REBAR IS QUALITY PRECAST ' CORNER AS REQ'D � INDICATED IN #3 17/8 41/4 7 LINTEL, #5 TO BE HOOK PER 41/4 91/4 24 HOOKED INTO MD08 5 5/8 9 1/2 20 SIDE VERTICALS ' 55/8 121/2 - d ° d. a _ . <. ° a 'd � d d d BOTTOM STEEL IN LINTEL IF r INDICATE - SHOULD HOOK INTO t z I VERTICAL CELLS PER MD08 h ROUGH OPENING PER PLANLU LU (D I I� x Ij` d e z z O O LL 101-, W , z L w g nw w ,.I. ZID(7o W m w d 'I a 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 1 SEE PLAN FOR TOP OF WALL AND LINTEL INFO STD. 90 DEGREE ANGLE 3000 psi F '. I CONC. W/ (1) #5 DIA. REBAR W U_ M J( ¢ � 4 Q ayl_ ";� b PLAN FOR FILLED CELL GRADE 60 -�-.� BAR SIZE NOTSHEAR WALL iT OPENING LAP SPLICE d BOTTOM STEEL IN LINTEL IF r INDICATE - SHOULD HOOK INTO t z I VERTICAL CELLS PER MD08 h ROUGH OPENING PER PLANLU LU (D I I� x Ij` d e z z O O LL 101-, W , z L w g nw w ,.I. ZID(7o W m w d 'I a 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 1 SEE PLAN FOR TOP OF WALL AND LINTEL INFO STD. 90 DEGREE ANGLE 3000 psi F '. I CONC. W/ (1) #5 DIA. REBAR W U_ M J( ¢ � 4 Q ayl_ ";� b PLAN FOR FILLED CELL GRADE 60 8"x8"x16"CMU U.N.O. BAR SIZE NOTSHEAR WALL iT OPENING LAP SPLICE INDICATES FILLED CELL FROM FTG. TO TIE 'I I :. LINTEL PER PLAN BEAM W/(1) #5 BAR W/ 3000 psi CONC. SEE QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL OPENING U.N.O. MD08 FOR LAP INFO. #3 17/8 41/4 7 15 PROVIDE CLEAN OUT OPENING @ GROUT 41/4 91/4 24 #4 21/2 5 5/8 9 1/2 20 3 55/8 121/2 FILLED CELL AND REBAR (TYP). MORTAR ' 31/8 7 1113/41 JOINTS SHOULD NOT BE CUT FRAME INFILL AROUND \ 7 151/2 — SEE FOUNDATION FOR FOOTING DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO SEE DOWEL LAYOUT GENERAL CONCRETE LINTEL SCHEDULE I GRADE 40 W U_ M J( ¢ � 4 Q ayl_ ";� b PLAN FOR FILLED CELL GRADE 60 BAR SIZE NOTSHEAR WALL iT OPENING LAP SPLICE TYPICAL SHEAR WA L SEGMENT IS REQUIRED ON = 11'-4" T.O.M. IF REFERENCED ON SHEET :. LINTEL PER PLAN EITHER SIDE OF QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL OPENING U.N.O. 'D" #3 17/8 41/4 7 DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO SEE DOWEL LAYOUT GENERAL CONCRETE LINTEL SCHEDULE a co co < _U GRADE 40 W U_ M J( ¢ � 4 Q ayl_ ";� b PLAN FOR FILLED CELL GRADE 60 BAR SIZE '- INFORMATION. MIN. (1) LAP SPLICE BEND 0 IS REQUIRED ON = 11'-4" T.O.M. IF REFERENCED ON SHEET :. LINTEL PER PLAN EITHER SIDE OF QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL OPENING U.N.O. 'D" #3 17/8 41/4 7 15 TRANSOM OPENING 41/4 91/4 24 #4 21/2 5 5/8 9 1/2 20 3 55/8 121/2 32 #5 31/8 7 1113/41 25 FRAME INFILL AROUND \ 7 151/2 (2) 2x8 SYP #2 P.T. WOOD HEADER #6 33/4 WINDOW BY BUILDER 30 TURNED SIDEWAYS. ATTACH (2) 2x8 8 1/16 181/2 48 SEE WF01/SD3 FOR 4 318 SYP #2 P.T. HEADER TO MASONRY 35 51/4 MORE INFO 1 56 WALL W/ SIMPSON HU28-2 OR HUC28-2 20'-0" 1 0 180/0 598 /0 1 1024/0 1441/0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110 / 0 450 / 0 824 ! 0 1147 / 0 RECESSED LINTELS -FILLED HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 1 O NAILS 8R14-1B/8R14-0B 8R22 -113/8R22-013 RELAXATION. 7/32 WIRE PER ASTM A510. LL 2'4" 1 1694/1694 3725/3280 INTO HEADER. NAIL EACH PLY AND 2'-8" 1 1425/1425 3343/3280 EACH ADDITIONAL HEADER PLY W/ (2) z LINTEL DESIGNATION SCHEDULE ROWS OF 10d NAILS STAGGERED @ 6" 1230/1230 2769/2769 4085/4085 O.C. AND MIN. 2" FROM ENDS. o DOOR OR WINDOW OPENING LINTEL F = FILLED WITH GROUT 085 / 2839> T-4" 1 1081/920 1 2769/1716 4085/28390 O MAX 4 -0' 846 / 833 REFER TO DESIGN 3127 / 2839 MARK PLANS FOR REQUIRED U =UNFILLED d 5'-4" 664/572 IN -FILL FRAMING 2595 /2595 DIMENSIONS DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" #3=2%2' #4=2YZ' #5=2%2' #6 = 3" #7=3%Z' REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8R14 -01311T GENERAL CONCRETE LINTEL SCHEDULE a co co < _U GRADE 40 W U_ M J( ¢ � 4 Q ayl_ ";� b F GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE = 11'-4" T.O.M. IF REFERENCED ON SHEET A" 'B" "C""D""A" QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL B —C' 'D" #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 9 1/2 20 3 55/8 121/2 32 #5 31/8 7 1113/41 25 33/4 7 151/2 40 #6 33/4 81/16F147 30 41/2 8 1/16 181/2 48 #7 4 318 19 13/16116 1/21 35 51/4 913/16T21 3/4 56 #3=2%2' #4=2YZ' #5=2%2' #6 = 3" #7=3%Z' 14'-8" �6'-0" ¢ I I (D 16'-0" ,1 ,1 11'-4" T.O.M. PRECAST LINTEL LOAD TABLE 8R14 -01311T GENERAL CONCRETE LINTEL SCHEDULE a co co < _U AS INDICATED W U_ M J( ¢ � 4 Q ayl_ ";� b F 8F16-0B/1T 0 APPROVED LINTEL MANUFACTURERS: = 9'-4" T.O.M. = INTERIORIEXTERIOR LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL = 11'-4" T.O.M. IF REFERENCED ON SHEET APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL O Q z Wo w 0 O F. o = �Qe z STANDARD LINTELS STANDARD LINTEL NOTES -LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 1'-6"1 2231 3069/3069 1 6113/6113 8974/8974 10000 1 10000 2'4" 1 1783 3069/3069 1 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 1 6113/2931 8672/4576 10000/6224 3'4" 1006 1663/1349 1 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 1 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 T _4360/1631 6036 /2549 1 8328/3470 5'-2" 570 1232 11232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681 12698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 10'-0" 292 567/454 1366 / 1277 2423 / 1770 4006/2263 10'-8" 277 492/352 1254/1132 1 2193 11567 3552/2003 11'-2" 255 471 / 352 1075/1075 1838 / 1567 2883 / 2003 12'-0" 239 418/297 1075/1045 1838 /1446 2883/1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 'IT -41" 0 328/0 1234/0 1779 /0 2662/0 MATERIALS 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439/0 8F12-1B/0T O 8F40-1B/1T 0 8F28-1B/1T p J m Q o it 0 W 16'-0" 0 284/0 950/0 1379/0 1997/0 1. fc PRECAST LINTELS = 3500 PSI. 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW 18'-0" 0 211/0 75010 1177/0 1676/0 1 0 142/0 1 598 /0 1 1114/0 1468/0 20'-0" 1 0 180/0 598 /0 1 1024/0 1441/0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110 / 0 450 / 0 824 ! 0 1147 / 0 RECESSED LINTELS -FILLED CLEAR OPENING8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22 -113/8R22-013 RELAXATION. 7/32 WIRE PER ASTM A510. LL 2'4" 1 1694/1694 3725/3280 5499/5421 2'-8" 1 1425/1425 3343/3280 4933/4933 z LINTEL DESIGNATION SCHEDULE T-0" 1 1230/1230 2769/2769 4085/4085 o LINTEL F = FILLED WITH GROUT 085 / 2839> T-4" 1 1081/920 1 2769/1716 4085/28390 O 4'-4" 846 / 833 2121 / 1716 3127 / 2839 MARK REQUIREMENTS U =UNFILLED d 5'-4" 664/572 1761/1761 2595 /2595 R = RECESSED & FILLED WITH GROUT A O 8R6-0B/1T 6'-4" 5261434 1539/1539 1329/2267 w 7'-4" 480 / 322 1334 / 1334 1964 / 1552 F 0 8F8-0B/1T 8'-4" 415/235 1152 /1152 1694 /1552 BOTTOM OF LINTEL CAVITY 8F16-1B/1T O J QUANTITY OF #5 REBAR AT TOP J = 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 0 8R14-1B/1T 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. NOMINAL HEIGHT Oo 8F16 -113/1T 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. w TYPE nF.qIC.NIATinm NOMINAL WIDTH _ 14'-8" �6'-0" ¢ I I (D 16'-0" ,1 ,1 11'-4" T.O.M. F_. M J (, � W Qz �O fi 7-5/8"ACTUAL 8" NOMINAL WIDTH 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. f� '—BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH UNFILLED u0�i z 1-1/2" CLEAR _ = J a 12 ❑#5 REBAR AT TOP MIN. (1) REQ'D o�Wu) o z w w TOP KNOCKOUT/ LINTEL BLOCK (~n O w COURSE m Q a #5 REBAR AT BOTTOM MIN. (1) ti J REQ'D H 16 GA. POWERS STEEL BOXED COL 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" LINTEL PLAN - 1/8"=11 -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. wi oo O 8R14 -01311T WALL LEGEND a co co < _U AS INDICATED W U_ M J( ¢ � 4 Q ayl_ ";� b F 8F16-0B/1T 0 8F20-1B/1T = 9'-4" T.O.M. = INTERIORIEXTERIOR O 8F20-0B/1T BEARING WALL (OR LINTEL = 11'-4" T.O.M. IF REFERENCED ON SHEET O 8R22-1 WIT S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS O 8F24-1B/1T U.N.O. O 8R22-0B/1T O 8F24-OB/1T O 8R30-1B/1T O 8F32-1B/1T O 8R30-OB/1T 0 8F32 -01311T O 8F38-1B/1T O 8F12-1B/0T O 8F40-1B/1T 0 8F28-1B/1T 1-6_ 8F40 -0B/1T F_. M J (, � W Qz �O fi 7-5/8"ACTUAL 8" NOMINAL WIDTH 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. f� '—BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH UNFILLED u0�i z 1-1/2" CLEAR _ = J a 12 ❑#5 REBAR AT TOP MIN. (1) REQ'D o�Wu) o z w w TOP KNOCKOUT/ LINTEL BLOCK (~n O w COURSE m Q a #5 REBAR AT BOTTOM MIN. (1) ti J REQ'D H 16 GA. POWERS STEEL BOXED COL 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/211. SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" LINTEL PLAN - 1/8"=11 -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. wi oo JOB No. hq w 2=Co Q a co co < _U AS INDICATED W U_ M J( ¢ � 4 Q ayl_ ";� b ��" Q iY %�� ED LCL. < 4 r w I- 0 0 O F- U) w (D O Z OIr O � m n, ED J U� U7 W LU C) Q W V H Z UQ o3 Q J m Z W U f- w W - U U � F- D J (7)j E 06Z(n " U (/) z -" O C7w 0 c y Z ZF-zjJc Q0 -LL o N J U~ p} o 0 J ZQG�::Eui o o= z w z E O z h W Y O H UQQWQnz LU LU Q LL (� W Z O o O _ U r N U W LUM LU O O-jw =LUCl) W Z = U E tq LU N % p O 00Z-' a aN� — BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB uu)) JOB No. PSQ-0204921 Q SCALE: AS INDICATED I- DATE: 04/06/18 co S4CW 2x4 SYP#2 BLOCKINC 16"o.c. ATTACH EACH TO TRUSSES w/(3)12c NAILS. ATTACH BLO( TO WALL BELOW w/S DTC CLIP. NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 10 BOT. -4 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS U.N.O. 0%1111I1iIIj JI Uj U LLi are Qirngg g� �,J O Z mgt _ Dam p o .y O m LL W I— U W c� O z H O Q_ ❑ 0 U ❑ (n W W ❑ C Q W r W r U N a � I- 0 _ O z U Uj Q N W o o 2w0 O —j W u = W (1) o MLU z0- x O W Y h- 0 } I— O 00 W z a- a N W BLDG DESIGN: --- ❑ STRUCTURAL ENG: MCD U uJ DRAFTING: W' -DESIGN: --- H -STRUCT: JW U Z) QC CHECK: MRB JOB No, PSQ-0204921 J Q SCALE: AS INDICATED FIRST FLOOR FRAMING P LAN DATE: 04/06/18 W S5Cx 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. U Vr n are z uz o o � p o 2 oe am H z �W O Lu U LU U 1--E E JAZ) (0 O U O BG) N� U` CY Wz❑c) Y ZZi HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERSSTUD TAG 1810 LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM NAILING NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING B2x8 SPACING SPECIES Of) (4)2X4 SPF #2 BUILT UP STUD COLUMN H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) (1)ply 2035 (1)ply 2035 �+L� I� FLOOR SHEATHING NOTES (2)12d (2)12d NO MID -SPAN (2)ply 2500 (2)ply 2500 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. H2x8 (2)2x8 92 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) ON MASONRY: (1) SIMP. MSTAM24 SP4 W!(6) SP4 W!(6) FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 16d NAILS BW2 16" SPF 10d x 12' NAILS 10d x 12' NAILS 570 plf MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 O (3)2X6 SPF #2 BUILT UP STUD COLUMN H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) W/(6) SP4 W/(6) HTS20 w/(24)10d x 12' " NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 16d NAILSSP4 BW3 16" SPF 10d x 12' NAILS 10d x 12' NAILS 570 p If 3rd. PT. (2)2X8 SPF #2 BUILT UP STUD COLUMN PLATE NAILS & (18)x2TAPCONS 4 4 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) (OCTSO w/(24)10d x 12 ' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 16d NAILS BW4 12" SPF TOENAILS TOENAILS UPLIFT MID -SPAN H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) H2.5A w/(10)8d FRAME TO FRAME 535 600 16d NAILS BW5 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 760 plf MID -SPAN (2)2x12 #2 SYP (10) 10d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 7❑ MTS12 w/(14)10d x 1 " NAILS z (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 8W6 1 12" SPF SP4 W/(6) SP4 W1(6) 760 plf 3rd. PT. O (2)2X6 SYP #2 BUILT UP STUD COLUMN 16d NAILS (18)'-44"x24' 8 H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 3965 10d x 12' NAILS 10d x 12' NAILS ON MASONRY: (2) SIMP. MSTAM24 BW7 16" SYP (3) 12d TOENAILS (3) 12d TOENAILS NO UPLIFT MID -SPAN 4235 16d NAILS TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & ATTACH KING STUD TO HEADER w/(12) H5.5xl1.25 (3)1.75"x11.25" LVL 16d NAILS SET EPDXY MIN. 7" EMBEDMENT BW8 F 16" SYP SP4 W'(6) 10d x 12' NAILS SP4 W'(6) 10d x 1Z' NAILS 664 plf MID -SPAN 10 s HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU H3x12 (3) 2x12 #2 SYP w/ " FLITCH ATTACH KING STUD TO HEADER w/(10) O PLATE BETWEEN PLIES 16d NAILS ON MASONRY: (2) SIMP. MSTAM24 11 HTSM16 w/(8)10d NAILS & (4) '-4"x 24'-" TAPCONS FRAME TO CMU 1010 FBW91 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12 NAILS 664 plf '-rd. PT.' 3 HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END NO 8x8 SYP #2 POST 12d NO BW10 12" SYP TOENAILS T TOENAILS T UPLIFT MID -SPAN TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS V-0" TO T-11" 1 1 3-1/2"x3-1/2" LVL COLUMN. 12" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 13" NAILS 885If p MID -SPAN (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 13 4'-0" TO 7'-11" 2 2 BW11 8'-0" TO 9'-11" 2 3 BW12 12" SYP SP4 W'(6) 10d x 12' NAILS SP4 W'(6) 10d x 1Z' NAILS 885 plf 3rd. PT. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 10'-0" TO 12'-0" 3 4 16" SPF SP4 W/(6) 10dx12'NAILS SP4 W/(6) 10dx12'NAILS 280 plf MID -SPAN TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 15 STANDARD HEADER NOTES BW13 1235 1235 @ 32"o.c. @ 32"o.c. (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLANSP4 O 3-1/2"x9-1/2" LVL COLUMN. W/(6) SP4 W/(6) IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT BW14 12" SPF 10d x 1Z' NAILS 2 10d x 1z' NAILS 380 plf MID -SPAN 2980 APPROVAL FROM E.O.R. @ 24"o.c. @ 24"o.c. 5-1/4"x5-1/4" LVL COLUMN. 17 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. STANDARD BEARING WALL W/STRAPS NOTES FOLLNG ATTACH STUDS TOGETHER DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d TO POST: (2) SIMP. HTS20 OR LSTA18 NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE PER HEADER SCHEDULE. SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. REQ'D. NAILS FROM 1 st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL, 5. IF "BW' CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. i, BOLTS OR EPDXY 7. BASE PLATE TO BE ATTACHED TO FOOTING USING z' 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. A ANCHOR W/ WASHER@ 6" FROM EA. END OF BASE PLATE &WALL OPENINGS & 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" o.c. W/ 7" MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS. ROOF NOTES. F FOUNDATION ARE REQ'D. 8. NO ADDITIONAL BASE CONNECTIONS TO THE 'D. IF BRG. 7"x7" LVL COLUMN. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. PLATES E 2x P.T. BASE PLATE CAN BE BE TONAILED/ENDNAILED TO THE LAT & TH 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ELEVATIONS FOR BEARING HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. ORAS OTHERWISE NOTED. ON PLAN. 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. AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ ON PLAN. SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS 11. COLUMNS WITHIN BEARING WALLS w1UPLIFT THAT DO NOT SHOW A BASE BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 12d TOENAILS. TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR CONTINUOUS FROM FLOOR TO CEILING. FURTHER REVIEW. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. G A) ALL CEILING HUN G SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL WITH CABINETS SHOWN ON PLANS. NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. ROOF & EXT. WALL NAILING SHEATHING NOTE; 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 63.5x20 ROOFS: THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 518" OR 19/32" OSB (WITH TILE) ABOVE THE GARAGE. FASTENING WITHIN 4'4" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS EXTERIOR WALLS: LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 75Ib MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERV-ATIVELY THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, BUILDER NOTE. STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE: LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED ____STOP____ PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD23 COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG SIMPSON CONNECTOR TYPE VALUES VALUES TAG BEAM SIZE CONNECTIONS SPF(lb) SYP(Ib) O (3)2X4 SPF #2 BUILT UP STUD COLUMN IT]FRAME HETA16 w/(9) 10dx12' NAILS OR TO CMU 1810 1810 8d RING SHANK TO POST: SIMP. HTS20 OR MSTA18 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. HETA20 w/(9) 10d x 12' NAILS NAILING NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING B2x8 (2)2x8 #2 SYP WITH 1/2" FLITCH TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS TO MASONRY: SIMP. HU48 OR HUC48 w/(6)10d NAILS & (14)'-4''x24' O (4)2X4 SPF #2 BUILT UP STUD COLUMN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE (2)HETA16 OR (2)HETA20 DIAMETER AND LENGTH INDICATED. (1)ply 2035 (1)ply 2035 �+L� I� FLOOR SHEATHING NOTES 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. (1)ply TRUSS (10)10d x 1'" NAILS2)piy TRUSS (12) 16d x 12 � (' NAILS FRAME TO CMU (2)ply 2500 (2)ply 2500 EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. PLATE TAPCONS NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL <8> (2)2X6 SPF #2 BUILT UP STUD COLUMN EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. ON MASONRY: (1) SIMP. MSTAM24 El(2)ply H10A w/(18)10d x 12' NAILS OR TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A 1015 H10A-2 1070 H10A 1340 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 O (3)2X6 SPF #2 BUILT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & HTS20 w/(24)10d x 12' " NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 B2x10 2 2x10 #2 SYP ()- WITH 1/2" FLITCH (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O (2)2X8 SPF #2 BUILT UP STUD COLUMN PLATE NAILS & (18)x2TAPCONS 4 4 (OCTSO w/(24)10d x 12 ' NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 ON MASONRY: (1) SIMP. MSTAM24 O(3)2X8 SPF #2 BUILT UP STUD COLUMN H2.5A w/(10)8d FRAME TO FRAME 535 600 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & O (3)2X4 SYP #2 BUILT UP STUD COLUMN (2)2x12 #2 SYP (10) 10d NAILS 7❑ MTS12 w/(14)10d x 1 " NAILS z (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH PLATE TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & TAPCONS O (2)2X6 SYP #2 BUILT UP STUD COLUMN (18)'-44"x24' 8 e, MGT w/(22)10d g' EPDXY ANCHOR w/SIMP. SET -XP EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 3330 3965 ON MASONRY: (2) SIMP. MSTAM24 K (2)2X8 SYP #2 BUILT UP STUD COLUMN El HTT4 w/(18)16d x 2" NAILS & -" EPDXY ANCHOR w/SIMP. z a FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & SET EPDXY MIN. 7" EMBEDMENT (10) 10d NAILS O 4x4 SYP #2 POST 63.5x11. 25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d s„ NAILS&(18)'"x2 (18)4 x24 TAPCONS 10 s HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 12" EMBEDMENT FRAME TO CMU 10980 8910 O 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 11 HTSM16 w/(8)10d NAILS & (4) '-4"x 24'-" TAPCONS FRAME TO CMU 1010 1175 NO 8x8 SYP #2 POST TO POST: SIMP. HTS20 OR LSTA18 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS P 3-1/2"x3-1/2" LVL COLUMN. 63.5x11.O 875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 NAILS & (18)4'x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 < 3-1/2"x5-1/4" LVL COLUMN. 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928p1f OR 3-112"x7" LVL COLUMN. TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 63.5x16 (2) 1.75"x16" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d O 3-1/2"x9-1/2" LVL COLUMN. NAILS & (18)4'x24' TAPCONS 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 OT 5-1/4"x5-1/4" LVL COLUMN. 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 OV 5-1l4"x7" LVL COLUMN. ON MASONRY: (2) SIMP. MSTAM24 18 LTT206 w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT COLUMN TO FTG.OR CMU 1290 1300 5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) OX 7"x7" LVL COLUMN. ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C.HEACH HTT4 w/(18) 16d x 22' NAILS w/8' EPDXY ANCHOR w/SIMP. 19 SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS COLUMN TO FTG. 3640 4235 SIDE YO 3 1/2" X 11 7/8" LVL COLUMN 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 TO POST: (2) SIMP. HTS20 OR LSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 OZ 5 1/4" X 9 1/2" LVL COLUMN 63.5x20 (2) 1.75"x20" LVL 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) STANDARD COLUMN NOTES ROWS OF 1/4"X31/2"SDS SCREWS @ 24" O.C. EACH SIDE 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. STANDARD BEAM NOTES GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD23 BL. TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 BE P.T. OR WOLMANIZED. NVERTED HUD5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 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 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS STANDARD CONNECTOR NOTES 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 4x4: ABU44 w/(12)16d NAILS & e" EPDXY ANCHOR wlMIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8' EPDXY ANCHOR w/MIN. 1. ALL TRUSSIBEAM TO MASONRY CONNECTIONS TO BE SIMP. HETA16/20, U.N.O. ON PLAN. 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 7" EMBEDMENT AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16120 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 8x8: ABU88 w/(18)16d NAILS & (2)e' EPDXY ANCHORS w/ SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN 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. APPROVAL FROM THE E.O.R. AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN STANDARD NAIL SCHEDULE 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. STANDARD NAIL GENERAL DIAMETER/ LENGTH 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 8d .131" x 22' 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. 10d .148" x 3" IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. 12d .148"x31-4 FLOOR FRAMING NOTES 16d .162"x32' GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 8d RING SHANK 113" x 28' 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. NAILING NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. DIAMETER AND LENGTH INDICATED. �+L� I� FLOOR SHEATHING NOTES 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. J Q 1= z LU LU LU r` 0 z O F- 0 w J W M O i J LL LU x h LL O 00 zW w O � Q v 0 Q N a Ir LU = w 0 F_ O J U) Q U C7 0 O w_ J V1 a 0 W 2 O O U a - z O z J U o M W o LU w Wo Q O O R NOTES & F CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ® U " °o LL] " mss` Z z ® am Z Z z O W u)w W U h w U E J Z) CO r, O LU 06 Oin�rn V ,,,�1( Uj Z - C-40) V�J (D LU 0M ; ZQ0���N -o 0 W W �U) 00� U)<0��ui o {�" Z0:cz LDZ O OZI- wY0 { U Q Q 0� J a rL 3 w Z z 0 Lx) 2 uj LL C U)- T N i O U -j W W o O -j w = W W W aQa 0O �00Z BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 S6 H2X6 H2X6 v H2X6 H2X6 U U NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND Q0 N m X N _ WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR SPACING 1-- ❑ BEARING WALL (OR LINTEL INTERIOR ZONE = 11'4" T.O.M. IF REFERENCED ON SHEET 8'4" 2x4 SPF #142 16" O.C. MAX S4). VERIFY HEIGHT W/ J 9'-0" 2x4 SPF #1/#2 ARCHITECTURAL PLANS Q w p U.N.O. ~ z U w ❑ 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) I N WALL HEIGHT STUD &SPECIES X N _ SPACING SPACING 1-- ❑ JOB No. INTERIOR ZONE END ZONE w 8'4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX Q 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX w p U 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z 0 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX m EXTERIOR FRAME WALL NOTES o 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 91/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAYBE SUBSTITUTED FOR SPF #142 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. OPENING SITTING ON MASONRY - WS06/SD5 (STRAPS/BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ROOF FRAMING PLAN' 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. oi1111 n � uai>+� rn LLi CO QC CHECK: m JOB No. Z el ° L�l� ZT O Q U o Q LLi o 0. 6> Q �+raaoa�G�� O LL �cp�k 11 W Q a w H w t - w LU C7 O I— Q) O O ❑ J OJ ❑ U z _°rd 0 i2 .s C� z °end Z Q m c Z C �w Lu U w C) ~ E Jwj o� 0 LL o�$U)OcoNrn 0 LL Uwz❑M ._, ZF-z>JW � QO-LL- N LL f= F m iz�:- o J p Q❑> 0 0 N �v W O �v�iirOQ"c J O Z Q0��lii 0 N z ~ 0 O❑zY-wYo U 0 Q< a W Q 2i U- W z 3:O M 2 0 L U N F— O U J W�.W o OJW = W W W Q Q a rn Q U C/) =) W F— p O �=co} 0 Q�� a. a N BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 S7C DO VERTICAL REINFORCEMENT DETAIL 1/2"=1 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 ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK — i 1/2" J -BOLT W! 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER MIN. OF OPENING W/ (1) 1/4"x2-3/4" 4" IN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY W BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR j 1 MFR.'S WRITTEN SPECIFICATIONS mw o LL >— ¢ - 45 DEG. BEVEL CUT JO m v 2x6 P.T. SYP #2 BUCK m Q ¢ END, 1 1/2" ABOVE O GARAGE F.F., EA. SIDE T SECTION OF OPENING fi DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W! (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALLAS REQ'D PER PLAN 4) EQ. SPACED2' TITEN HD ANCHORS W/ 01N. 1 4' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE MAIN FLOOR PROVIDE STANDARD s'__7 -- --w SPACING # ROWS HOOK 3/16" x 2 1/4" 12" O.C. 1 It a (1) #5 IN TIE BEAM ATTACHED TO MIN. 1x8 3/16" x 2 1/4" 12" O.C. (1) #5 BAR IN PRECAST PER PLAN) WALL STUDS W/ i LINTEL II• .:,L; ; a �1. ' 3/16" x 3 1/4" 12" O.C. (2) #5's VERTICAL IN 2x6 3/16"x 3 1/4" " GROUT FILLED CELL 2x8 3/16" x 3 114" 12" O.C. 1 2 O.C. & 6" FROM EACH " POST TO BEAM z Q END ENTIRE COLUMN TO as NAILING SCHEDULE BE GROUT FILLED W OTHERWISE SP2 CLIPS PRECAST LINTEL OR U.N.O. W KNOCK OUT COURSE >_o r Q ABOVE AND SP1 CLIPS VERTICAL EACH STUD TO MASONRY WALL BOTTOM PLATE FO KNEEWALL AT MASONRY WALL GROUT FILLED CELL (IF i � J REQ'D PER PLAN) -DESIGN: --- -STRUCT: JW in 7) NOTE: SEE MD08 ON W — t:J LU LINTEL PLAN DO VERTICAL REINFORCEMENT DETAIL 1/2"=1 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 ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6x12 P.T. SYP #2 CENTER BUCK — i 1/2" J -BOLT W! 5 1/2" EMBED. 1 1/2" 2x P.T. SYP #2 NAILER MIN. OF OPENING W/ (1) 1/4"x2-3/4" 4" IN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY W BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR j 1 MFR.'S WRITTEN SPECIFICATIONS mw o LL >— ¢ - 45 DEG. BEVEL CUT JO m v 2x6 P.T. SYP #2 BUCK m Q ¢ END, 1 1/2" ABOVE O GARAGE F.F., EA. SIDE T SECTION OF OPENING fi DO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" DO BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE (2) 2x TOP PLATE W! (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALLAS REQ'D PER PLAN 4) EQ. SPACED2' TITEN HD ANCHORS W/ 01N. 1 4' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE P.T. BUCK FASTENER SCHEDULE MAIN FLOOR SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" " ATTACHED TO MIN. 1x8 3/16" x 2 1/4" 12" O.C. 2 PER PLAN) WALL STUDS W/ i 2x4 SPF #2 KNEE WALL 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16"x 3 1/4" " O z 2x8 3/16" x 3 114" 12" O.C. 1 2 NOTES: 1. 2x SYP #2 P.T. BUCKSINAILERS 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 OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 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 DO 2x BUCK DETAIL 1/2"=V-0" —COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & PER PLAN TYP. TRUSS TO FRAME CONNECTION PER D. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE y WALLS SHALL BE ATTACHED i (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT i WALL STUDS W/ (2)-16d NAILS i @ 12" O.C. i MIN. 2x4 SPF #2 KNEE WALL i (2) 2x #2 SYP SEE PLAN WITH STUDS @ 16" O.C. W/ V FOR BEAM SIZE STRUCTURAL SHEATHING �1 i ON BOTH SIDES FROM TOP i BUILDER FRAME OF WALL TO BOTTOM OF i RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE i OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE FO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED ROOFTRUSS-SEE j FRAMING PLAN FOR SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. ( 2x BLOCKING k SIMPSON LSTA24 EACH STUD 2x BRG 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 F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" PRE-ENGINEEI TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION 1 CONNECTION EXT. SHEATHIf PER NAILING E TOP OF KNEE OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUD, O/C 2x P.T. PLATE 1/2" x 8" A.B. OI O.C. & 6" FROM CENTER ON B/ (2) 2x PLATE LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE 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 FO KNEEWALL AT UPSET BEAM 3/4"=1'-0" (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) 2x TOP PLATE (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO BUILT-UP W1(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. F1 STEP @BEARING FRAME WALL 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS DESIGN, �. UPLIFT CONNECTOR TOP KNOCKOUT / (SEE SCHEDULE) COURSE W/ (1) #5 MASONRY WALL PER CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALL DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSL STRUCTURAL SHEATHING TYP'TRU S TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF MAIN FLOOR BEAM INTO LONG SPAN AS INDICATED ON BEAM KNEE WALL JOINING I �� (2) 2x TOP PLATE UP TO MAIN HOUSE oQ (j (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. PLAN IF OPENING PROVIDED (2) 2x FULL HEIGHT W PER PLAN) WALL STUDS W/ i 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" 0.131 x 3 1/4" NAILS W! STUDS @ 16" O.C. O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLTi —\ O z SHEATHING FROM OR TITEN HD @ 32" i TOP OF WALL TO O.C. & 6" FROM EACH " POST TO BEAM BOTTOM OF WALL. END ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE � YF-® OTHERWISE SP2 CLIPS PRECAST LINTEL OR m------ w EACH STUD TO BEAM KNOCK OUT COURSE >_o r Q ABOVE AND SP1 CLIPS Z EACH STUD TO MASONRY WALL BOTTOM PLATE FO KNEEWALL AT MASONRY WALL 5/8" THREADED ROD w/ 3/4"=1'-0" � J NUT SET IN ADHESIVE -DESIGN: --- -STRUCT: JW in 7) SEE ROOF SHEATHING, PLAN NAIL PER PLAN DOUBLE TOP PLATE SIMPSON SP4 OR SP2 @ EACH STUD PRE-ENGINEERED ROOFTRUSS-SEE j FRAMING PLAN FOR SPACING EXTERIOR SHEATHING SEE PLAN FOR NAIL PER PLAN CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. ( 2x BLOCKING k SIMPSON LSTA24 EACH STUD 2x BRG 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 F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" PRE-ENGINEEI TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION 1 CONNECTION EXT. SHEATHIf PER NAILING E TOP OF KNEE OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUD, O/C 2x P.T. PLATE 1/2" x 8" A.B. OI O.C. & 6" FROM CENTER ON B/ (2) 2x PLATE LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE 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 FO KNEEWALL AT UPSET BEAM 3/4"=1'-0" (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) 2x TOP PLATE (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO BUILT-UP W1(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. F1 STEP @BEARING FRAME WALL 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS DESIGN, �. UPLIFT CONNECTOR TOP KNOCKOUT / (SEE SCHEDULE) COURSE W/ (1) #5 MASONRY WALL PER CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALL DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSL STRUCTURAL SHEATHING TYP'TRU S TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF MAIN FLOOR BEAM INTO LONG SPAN AS INDICATED ON BEAM KNEE WALL JOINING I �� (2) 2x TOP PLATE UP TO MAIN HOUSE oQ (j (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. PLAN IF OPENING PROVIDED (2) 2x FULL HEIGHT W PER PLAN) WALL STUDS W/ i 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" 0.131 x 3 1/4" NAILS W! STUDS @ 16" O.C. O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLTi —\ O z SHEATHING FROM OR TITEN HD @ 32" i TOP OF WALL TO O.C. & 6" FROM EACH " POST TO BEAM BOTTOM OF WALL. END ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE � YF-® OTHERWISE SP2 CLIPS PRECAST LINTEL OR m------ w EACH STUD TO BEAM KNOCK OUT COURSE >_o r Q ABOVE AND SP1 CLIPS Z EACH STUD TO MASONRY WALL BOTTOM PLATE FO KNEEWALL AT MASONRY WALL 5/8" THREADED ROD w/ 3/4"=1'-0" � PRE-ENGINEEI TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION 1 CONNECTION EXT. SHEATHIf PER NAILING E TOP OF KNEE OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUD, O/C 2x P.T. PLATE 1/2" x 8" A.B. OI O.C. & 6" FROM CENTER ON B/ (2) 2x PLATE LAST STUD OF KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE MIN. 2x4 SPF #2 KNEE 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 FO KNEEWALL AT UPSET BEAM 3/4"=1'-0" (2) 2x BUILT-UP COL. 2x BLOCKING W/ (2) 2x TOP PLATE (2) 12d NAILS @ EACH END SIMPSON LSTA30 W/ (22) 10d NAILS (ALL CORNER CONDITIONS STRAP AROUND TALLER STUD) SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO BUILT-UP W1(2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. F1 STEP @BEARING FRAME WALL 3/4"=1'-0" IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS DESIGN, �. UPLIFT CONNECTOR TOP KNOCKOUT / (SEE SCHEDULE) COURSE W/ (1) #5 MASONRY WALL PER CONT. PLAN F1 KNEEWALL ABOVE MASONRY WALL DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSL STRUCTURAL SHEATHING TYP'TRU S TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF MAIN FLOOR BEAM INTO LONG SPAN AS INDICATED ON BEAM KNEE WALL JOINING I �� (2) 2x TOP PLATE UP TO MAIN HOUSE oQ (j (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY ATTACHED TO MIN. PLAN IF OPENING PROVIDED (2) 2x FULL HEIGHT W PER PLAN) WALL STUDS W/ i 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" 0.131 x 3 1/4" NAILS W! STUDS @ 16" O.C. O.C. W/ STRUCTURAL 1/2" x 8" ANCHOR BOLTi —\ O z SHEATHING FROM OR TITEN HD @ 32" i TOP OF WALL TO O.C. & 6" FROM EACH " POST TO BEAM BOTTOM OF WALL. END ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE � YF-® OTHERWISE SP2 CLIPS PRECAST LINTEL OR m------ w EACH STUD TO BEAM KNOCK OUT COURSE >_o r Q ABOVE AND SP1 CLIPS Z EACH STUD TO MASONRY WALL BOTTOM PLATE FO KNEEWALL AT MASONRY WALL 5/8" THREADED ROD w/ 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN MAIN FLOOR BEAM INTO LONG SPAN AS INDICATED ON BEAM ELEV 0'-0" SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN VERT REINF. BEYOND STRAP IS NOT REQUIRED. oQ (j , PLAN FOR MORE INFO III=III: PT. POST (AS NOTED) I! EXT. AS NOTED II- PLAN LAP BEAM PLYS AND z W SD1 NAIL AS SHOWN (5) Q v 0.131 x 3 1/4" NAILS Z PER PLY U O z HTS20 CLIP FROM W 0 0 POST TO BEAM ❑ H EXTERIOR BEAM AS a NOTED PLAN VIEW @ TOP OF POST J � YF-® PT POST (AS NOTED) F- m------ w O ABU POST BASE >_o r Q A00 Z (AS NOTED) = H O w 5/8" THREADED ROD w/ STRUCTURAL ENG: MCD � J NUT SET IN ADHESIVE /SEE FOUNDATION \ �4 ° PLAN FOR ADDITIONAL _ U ' / INFO SIDE VIEW @ BASE OF POST CD01 CORNER COLUMN FRAMING 3/4"=1'-0" RE. ELEV. FOR O.H. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W W Ft WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN S01 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" ILTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MAIN FLOOR o ELEV 0'-0" CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION oQ (j , PLAN FOR MORE INFO III=III: =p Ul �. i 0®Z �r I! MASONRY WALL PER II- PLAN SEE FOUNDATION_j DETAILS FOR FTG INFO z S01 TYPICAL ONE STORY CMU WALL SECTION 3/4"=1'-0" ILTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. LU x LL O 0)LLI M o %,It'' D_% 'O�.°p00 . `. ��' fir Y i H �A. 0 z oQ (j Q ❑ =p Ul �. i 0®Z �r � a > LLI m LU x LL O r N ����Nl!lti11 Ca i H SCALE: AS INDICATED z O U Q � 0) Z LLI m w z W SD1 Q Q v W Z U U O z ® W 0 0 N ❑ H a J � YF-® F- m------ w O >_o r Q Q Z w = H O w 2 STRUCTURAL ENG: MCD � J J -DESIGN: --- -STRUCT: JW in 7) W Q t:J LU f- F- = F w F- U Z) (D W U w � Z O � Z = IL O 0� z 0 O O U O ❑ ¢ J r U o Cr U) W a Q U O W 0� W z O W U 0 a Q w ¢ r N Ca i H SCALE: AS INDICATED z O U Q � U m w z W SD1 Q z ❑ < W Z U U O z ® W O ❑ H off$ J � YF-® F- O 00 O >_o r Q Q Z w � 2 STRUCTURAL ENG: MCD � J 0� -DESIGN: --- -STRUCT: JW U Z) ¢ 7) W t:J LU F- ZO 5 F- U W ¢ O W Z = Q U) z ❑ W r N O 2 i H SCALE: AS INDICATED z O z z W Q () " W W w z 2WW SD1 x J = � F- W ❑ W Z o � YF-® F- O 00 >_o r Q O 0- d N BLDG DESIGN: --- U STRUCTURAL ENG: MCD DRAFTING: W 0� -DESIGN: --- -STRUCT: JW U Z) ¢ QC.CHECK: MRE 0 0 o 8 u � 9 P �o v z sya CQ Q W U W E J r O n0�rU 6 LU QO-00 LL- N p Q m c ❑ Q o 0 V-E Q0��wa ❑=zwzE �<C a LL_ (D �OLn U_ o O W JOB No. PSQ-0204921 Q SCALE: AS INDICATED z z W DATE: 04/06/18 ❑ W w SD1 x F- SIMPSON,__ DIAGONAL TO BEAM MAINTAIN 3 1/4" CLEARANCE BET' INSIDE FACE OF AND CENTERLINE J -BOLT 2x8 P.T. PLATE, C FOR CLG. NAILIN( SURFACE PROVIDE 16d NAI GABLE END TRU' PLATE @12" O.C. CMU WALL OR LI BELOW SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN BEAM CONNECTION SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO BRACE TO PLATE TRUSS BOT. CHORD 1/2" J -BOLTS w/ WASHERS (MIN. 6" EMBED) MIN. 6" FROM EACH END AND 32" O.C. MAX. O z y U ❑ ¢m 2x4 SYP #2 BRACING @ 24" O.C. FOR FALSE BM \ ATTACHMENT w/ (3) 10d TOENAILS EA. END � I I TOP PLATE GABLE END W/T 6d I NAILS @ 6" O.C. w Iii= m w Oz HGA10 @ 32" O.C. FRAMING FOR FALSE IL BEAM, IF REQ'D w/ (3) L 10d NAILS @ EA O.C. ATTACH W/ (6) E O.C. MAX. STUD TIE BEAM COURSE w/ (1) #5 CONT. CMU WALL CONNECTION TRUSS BRACE 2x4 STUDS @ 24" O.C. w/ SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN IF REQ'D SHEATHING COVERING CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" 2x4 SYP #2 BLOCKING @ 48" O.C. MAX. W/ (3) 12d TOE -NAILS @ EA. \ ROOF SHEATHING PER END. REDUCE PLAN ATTACH PER SPACING TO 24" O.C. �— NAILING SCHEDULE @ WALLS CARRYING LOADS SUCH AS CABINETS OR HEAVY SHELVING SIMPSON DTC @ EACH HORIZONTAL BLOCK LOCATION. ATTACH 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 TRUSSES AT 24" OX TYP. NON -LOAD H BEARING WALL PER SIMPSON DTC @ 48" PLAN. STUDS @ 24" O.C. ATTACH W/ (6) E O.C. MAX. STUD NAILS (MAX. 4' 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 SPACI SHELVING. TO 24" O.C. FOR WALLS CARRYING HOLD TOP OF LOADS SUCH NON -LOAD BEARING CABINETS OR HEAV' WALL DOWN 1-z' SHELVING BELOW BOTTOM OF TRUSS BOTTOM 2x BLOCKING x 12" CHORD. LONG @ TRUSS LOCATION FOR CLIF ATTACHMENT, @ 4i O.C. ATTACH TO WA SINGLE TOP PLATE MIN. (4) 8d NAILS. 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) I (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAL. FASTEN TO DIAL. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING (+) UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 5 T-0" (1) 2x4 BRACE 7'-0" < H 5 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H514'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 518'-8" STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART GE02 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 1-2" BELOW BOTTOM OF TRUSS BOTTOM WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN BACK TO 1 ST COMMON TRUSS WITH (3) 12d TOENAILS. CONNECT TO 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 — STRONGBACKTO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. V-0" MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE L� 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 GABLE END SHEATHING FASTEN PER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN 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. 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 & CONNECTOR LEGEND SINGLE 2x TOP PLATE SHEET FOR MORE INFO. F2 CHORD. NON-BEARING WALL (PARALLEL TRUSS) LD02 LEDGER @ LOW ROOF FO TYPICAL HEADER DETAIL COPYRIGHT NICD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, dLiplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. a z z W W W 0 N z O F- 0 LU F:: F - w jUg1111111/j/7 LD CO -STRUCT: JW 'y' O P. " Q U 02 PSQ-0204921 W W ¢ $ Q d ¢ Os dm ❑ J Uj 0 DATE: 04/06/18 `,°SCO ,,O�Z���11�!l1991LL 0 1� m Q Q N W H m F- m w O O Z OFz � O a_ 0 J m U ❑ U)Ld W ❑ D Q W ry U ° oy o U) <. Q z am L— Z W w C J W N ��m❑(0 0 o JO U U Z W Z > M —�.� Z Q O - ( N U F- m r` U) 0 Mt J LU ZQ00�: LU o ~ W OQQLUQo F— Q2iW(7 W z— : 0 Lr, W W O 2 �O W r N i H U O rA W o O-jw = W N 0� Z a � U � to Q W C/) f— p O W00Z.. 11 CL 04 BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING -DESi� --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 2X4 tSLUUKS, (Z) It: NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING Cc O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIP BETWEEN TRUSS @ 48" O.C. FOR FII BAYS n WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** VIDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR 'ORT AND TIE IN OF JACK SSES GE03 GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 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 I LU I O I � I � I 2x6's @ 24" ' 1 O.C. MAX. CF01 FIELD FRAMED VALLEY DETAIL BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OV SO OR VINYL SOFFITS 2k4�NC�ROOF SHEATHING, tie��S FASTEN PER PLAN Opo S OXY 2x4 FRAMING @ 24" C 2x SCAB w/ 10d NAILS O.C. MAX. @ 4" O.C. PROVIDE (4)10d x3" PER -ENG TRUSSES NAILS AT JOINT 7<- J - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. lip op S oy ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA CMU WALL PER PLAN —� (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. NAILS @ 16" O.C. PLAN SEE ELEV. FOR T9EELEV. FOR O.H. SIZE . SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DES ARCH PER ELEV LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION ,. (HEADER CAN BE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) ARCH PER ELEV NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 2 1/2" ❑ z o W w1 1/2" z N L r N N I I 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z U U 0 I I U) I I 00 X (2) 2x4's (2) 2x6's FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=1'-0" 10d x 3" COMM( OPP. SIDE 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD 2 1/2" EDGE (2) 2x COLUMN (2) 2xTs z z Q 0- U) U) Co NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING %THING PER PLAN AROUND CURVE. MIN. 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN 2x8 W/ (2) 16d TOE RE O.H. IS > V-0", NAILS EA. END P END GABLE w/ _OOKERS @ 24" 2x SPF CONT. TO RUN BACK TO BLOCKING ATTACH TO :OMMON TRUSS 7/16" OSB W/ (2) 8d 1 (3) 12d TOENAILS. NAILS NECT TO DROP - _E WITH H2.5 CLIP. 7/16" OSB EA. SIDE, W/ 2'-0" O.H. 6d NAILS @ 16" O.C. TO ISIDE & TOP NAILER 1 _ T. 2x47z > @ 24" O.C. 2x BUCK PER DETAIL LE END MD04/SDI %THING FASTEN PLAN iv CE AS REQ'D 'SON H10ADIAG. LOCKING FO ARCH WINDOW FRAMING DETAILS 3/4"=1'-0" VIDE 2x BLOCKING NAILING SS PER PLAN PLAN FOR 'ORT AND TIE IN OF JACK SSES GE03 GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 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 I LU I O I � I � I 2x6's @ 24" ' 1 O.C. MAX. CF01 FIELD FRAMED VALLEY DETAIL BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OV SO OR VINYL SOFFITS 2k4�NC�ROOF SHEATHING, tie��S FASTEN PER PLAN Opo S OXY 2x4 FRAMING @ 24" C 2x SCAB w/ 10d NAILS O.C. MAX. @ 4" O.C. PROVIDE (4)10d x3" PER -ENG TRUSSES NAILS AT JOINT 7<- J - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. lip op S oy ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA CMU WALL PER PLAN —� (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 2x4 LEDGER W/ (2) 16d 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. NAILS @ 16" O.C. PLAN SEE ELEV. FOR T9EELEV. FOR O.H. SIZE . SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 TYPICAL SCAB OVERHANG 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DES ARCH PER ELEV LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION ,. (HEADER CAN BE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU HEADER (SEE PLAN) ARCH PER ELEV NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 2 1/2" ❑ z o W w1 1/2" z N L r N N I I 10d x 3" COMM( 10d x 3" COMMON OPP. SIDE z U U 0 I I U) I I 00 X (2) 2x4's (2) 2x6's FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1-1/2"=1'-0" 10d x 3" COMM( OPP. SIDE 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/ WOOD 2 1/2" EDGE (2) 2x COLUMN (2) 2xTs z z Q 0- U) U) Co V OUTSIDE (2) 2x4's C C U a EDGE DISTANCE PER DETAIL I I 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 \ F O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OC CONT. ROOF SHEATHING NAIL PER PLAN D \\ \ 1 \ O PROVIDE 2.4 BLOCKING w/(2)16d NAILS EACH END \ \\ D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. 1 ` E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H � A 2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL DOUBLE TOP PLATE C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER f \ \ 1 E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JO STRUCTURAL SHEATHING PER PLAN AND ROOF \ G FINISH PER ARCHITECTURAL PLANS � \ E OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, 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. EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W1 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER 1= z LU ❑ LU LU N !!lll/s/ui v W' -Co � O O S Z YLU w W ¢ag Q U co z IC) LU F- I— Ul w C) O Z� Off O _� ❑ E U)LU W ❑ oa W Q W W W � J F— Z L _a W U W U) U 0 W 8 ' � i a o U z�ao z Z LuLU U w U � rn:Dvr- �S p��rn C�WzjM- Z Q O > 00 J0QQ0>: �U) 0 f zQO0�2ui O z I -- W Y ZO UQff Qff_ja Z�OLo co Ow o O T N H U W O_ _j W W W Q Q a � U � I— 0 U) Q W N I— p O 00 Z 0- 0- N _. BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 SD3 HEADER PER LOCATION V OUTSIDE (2) 2x4's C C U a EDGE DISTANCE PER DETAIL I I 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 \ F O LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OC CONT. ROOF SHEATHING NAIL PER PLAN D \\ \ 1 \ O PROVIDE 2.4 BLOCKING w/(2)16d NAILS EACH END \ \\ D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. 1 ` E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW H � A 2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL DOUBLE TOP PLATE C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER f \ \ 1 E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JO STRUCTURAL SHEATHING PER PLAN AND ROOF \ G FINISH PER ARCHITECTURAL PLANS � \ E OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED G F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. IGN, 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. EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W1 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 10dx3" 10d x 3" OPP. SIDE \NCE PER 1= z LU ❑ LU LU N !!lll/s/ui v W' -Co � O O S Z YLU w W ¢ag Q U co z IC) LU F- I— Ul w C) O Z� Off O _� ❑ E U)LU W ❑ oa W Q W W W � J F— Z L _a W U W U) U 0 W 8 ' � i a o U z�ao z Z LuLU U w U � rn:Dvr- �S p��rn C�WzjM- Z Q O > 00 J0QQ0>: �U) 0 f zQO0�2ui O z I -- W Y ZO UQff Qff_ja Z�OLo co Ow o O T N H U W O_ _j W W W Q Q a � U � I— 0 U) Q W N I— p O 00 Z 0- 0- N _. BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 SD3 TRUSS PER PLAN MASONRY WALL OI LINTEL SEE PLAN STD CONDITION @ CMU TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. WI(2)12d END NAILS @ EACH END TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. DTC CLIP, (2) 8d NAILS-- LAY 2x4 BLOCKING @ INTO BLOCKING, (2) 24" O.C. OVER THE 3/16" x 2 3/4" TAPCONS LINTEL PER PLAN —�� TOP OF THE BOTTOM IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) META16 ° 10d NAILS @ EACH 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB TRUSS @ 24" O.C. BEARING CONDITION @ CMU WALL virovry U i U, k/) oa AILS INTO BLOCKING, NAILS, TOENAILED 8d NAILS TO TOP EACH END.AT 24" C ATE 'USS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ���� ALTERNATE BLOCKING @ FRAME CONDITION NVFO NON-BEARING WALL CLIP DETAIL LINTEL PER PL 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. STAGGERED TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER W/ TRANSOM 1/2"=1'-0" SEE TRUSS PL, MORE INFO & CONNECTION 2x4 #2 SYP P.T. TRUSS w/ (4) 1: INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE EXTERIOR SHEATHING ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. 2x8 #2 SYP PT. BASE PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32' O.C. & 6" FROM EACH END 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/(2)10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER S02 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: PIPE OR DUCT W/ PLATE LENGTHS MUST PENETRATION OF BE AT LEAST 8'-0" MORE THAN 50% OF LONG. TYP. TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. WITHIN 48" OF SPLICE + THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE 4a••Mil, TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO j TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" (2) 10d NAILS @ 3" O.C. - WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION 2x4 WALL BEYOND — AGAINST 2x8 STUDS ATTACHED PER (WF08/SD3) ATTACH 2x8 STUDS TO TOP PLATE W/(4)12d TOE -NAILS TYPICAL AT ALL LOCATION DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOE NAILS BRACE TO LEDGER B { WALL OR PRE - ++ ASSEMBLED WALL OF 2x8 TO PAD OUT SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB \2x4 W/ (2) 10d NAILS 3" O.C. NAILING (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS LL z __-- WALL SHEATHING PER PLAN WHEN CLOSURE WALL IS 3FT OR TALLER - 2x SYP#2 BOTTOM BLOCKING REQ'D @ z g w _ LOCATIONS) 2x WALL, SEE PLAN 24" O.C. MIN (2) TRUSS BAYS W/ (3) 12d WALL SPLICE, FIELD w z F- NAILS @ 3" O.C. STD CONDITION @ FRAME WALL TOENAILS EACH END. ATTACH 2x4 LEDGER VERIFY IF REQUIRED a = D w o QLL 30 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS W/ (3) 12d NAILS @ II II (2) 1/4" x 2 3/4" EACH STUD TAPCONS AT 12" O.C. �_ L -_ L - L (4)10d NAILS @ EA. a M O = @ 3" O.C. IN HORIZONTAL CONDITIONS J I- - J1 - III BLOCKING TO MASONRY WALL OR ® PLATE LINTEL SEE PLAN TRUSS PER PLAN/ TRUSS PER PLAN I VAULTED CONDITION @ CMU (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ���� ALTERNATE BLOCKING @ FRAME CONDITION NVFO NON-BEARING WALL CLIP DETAIL LINTEL PER PL 3/4"=1'-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION 2x12 BOX HDR w/ 2x8's TOP & BOT., 2x8 TO 2x12 w/ 10d X 3" NAILS @ 6" O.C. 2x12 AT WALL TO PRECAST LINTEL w/ (2)ROWS OF 1/4" x 4" TAPCONS @ 16" O.C. MAX. STAGGERED TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x8 w/ (2) 10d NAILS @ POCKET SGD 3" O.C. TO EA. 2x6 ATTACHMENT BY VERTICAL BUILDER S01 HEADER @ POCKET SLIDER W/ TRANSOM 1/2"=1'-0" SEE TRUSS PL, MORE INFO & CONNECTION 2x4 #2 SYP P.T. TRUSS w/ (4) 1: INTO TRUSS & TOENAILS INT( TRUSS LINTEL PER PL ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE EXTERIOR SHEATHING ATTACH PER PLAN FROM TOP OF WALL TO BOTTOM 2x8 #2 SPF STUDS AT 16" O.C. 2x8 #2 SYP PT. BASE PLATE W/ 1/2" x 8" ANCHOR BOLT OR TITEN HD @ 32' O.C. & 6" FROM EACH END 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ EACH VERTICAL TRANSOM BETWEEN LINTELS SLOPE AS REQ'D 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" TAPCONS @ 12" O.C. SPACED EVENLY VERTICALLY 2x6 2x8 w/(2)10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER S02 HEADER @ POCKET SLIDER W/ TRANSOM NOTE: PIPE OR DUCT W/ PLATE LENGTHS MUST PENETRATION OF BE AT LEAST 8'-0" MORE THAN 50% OF LONG. TYP. TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z W/ (12) 16d NAILS TYP. TOP & BOT. WITHIN 48" OF SPLICE + THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE 4a••Mil, TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO j TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD fi FO TYPICAL TOP PLATE SPLICE @ BRG. WALL 3/4"=1'-0" (2) 10d NAILS @ 3" O.C. - WITHIN 48" OF SPLICE THEN (2) ROWS 10d NAILS @ 8" O.C. OTHERWISE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION 2x4 WALL BEYOND — AGAINST 2x8 STUDS ATTACHED PER (WF08/SD3) ATTACH 2x8 STUDS TO TOP PLATE W/(4)12d TOE -NAILS TYPICAL AT ALL LOCATION DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME 2x DBL TOP PLATE WALL OR PRE - PROVIDE 2x4 ON TOP ASSEMBLED WALL OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAIL TOP PLATE. ATTACH @ 8" O.C. (FOLLOW W/ (2) 10d NAILS 3" O.C. NAILING (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS LL z DETAIL FOR ALL TOP / \ PLATE SPLICE w/ (2) 1/4" X 3'/2' SIMPS. LOCATIONS) 48„ TOP SPLICE — DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL J FOR MORE INFO LINTEL PER PLAN 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 1/2"=V-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION — LINTEL PER PLAN J Q z O F LU CK 0 z O PLATE 0 U-1 PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION D= NAIL SPACING v I -r PER NOTE#2 r� �IDI SHEATHING PER PLAN WALL DOUBLE TOP I D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING v S_ S PER NOTE #1 th M �� SINGLE NAIL EDGE SPACING 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS LL! M 0- 'IT MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL O NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE TO STUDS w/ (2) 1/4" X 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT 4%" SIMPS. SDS 2 OR HORIZONTALLY SCREWS @ 16" O.C. TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ BEYOND MAX.; EXTERIOR WALL/TRUSS LL z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. IF - - - - - - T - Tl - - 1T - Ir- w/ (2) 1/4" X 3'/2' SIMPS. cwi L7 = O _j NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d SDS SCREWS @ 16" WALL SPLICE, FIELD w z F- NAILS @ 3" O.C. II 5 I I 111 VERIFY IF REQUIRED a = D w o QLL 30 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS II II (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. �_ L -_ L - L a M O = @ 3" O.C. IN HORIZONTAL CONDITIONS J I- - J1 - III _ _ _J _ I I I 2x4 SYP #2 LEDGER. ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. TO STUDS OR BEAM w/ III WALL SHEATHING O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO III I I I DETAIL. MAX 1/8" OPENING 3'-0" MAX SPACE BETWEEN w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @TOP & III III I COMMUNITY SPECS BOTTOM IPANELS V�11'1 SYP #2 LEDGER w/ 1/4" U)III PRE-ENGINEERED 3III I I I ROOF TRUSSES @ 24" J 0 III III I I I1 II u- O0 EXTERIOR SHEATHING AROUND SHINGLE ONLY 2x STUDS BEYOND, III OPENING III 11 1 SEE PLAN FOR MORE y "- PROVIDE PIECE OF INFO I ­_z H O SHEATHING BETWEEN III -11 T I I I I 11 LU= EXTERIOR WALL III 1 II I I I I I I U) W0 SHEATHING & BLOCKING. Ill-IL—J -1 iU_-JJ--LL-JL �z O /;� SHEATHING TO HAVE -_-_-_-_---_ -_-_-_-___ U) ED SAME THICKNESS& LL O STRENGTH ORIENTATION FLOOR SYSTEM- LL c X LL AS EXTERIOR WALL - - - - - - - - - - - SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 2x4 #2 SPF BLOCKING @ 24" O.C. w/ (2) 16d END NAILS EACH END SEE WALL CLIP DETAIL J FOR MORE INFO LINTEL PER PLAN 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER S03 HEADER @ POCKET SLIDER 1/2"=V-0" SEE TRUSS PLAN FOR MORE INFO & CONNECTION — LINTEL PER PLAN J Q z O F LU CK 0 z O PLATE 0 U-1 PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION D= NAIL SPACING v I -r PER NOTE#2 r� �IDI SHEATHING PER PLAN WALL DOUBLE TOP I D/2 PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING v S_ S PER NOTE #1 th M �� SINGLE NAIL EDGE SPACING 2x8 TO UNDER SIDE OF ROOF SHEATHING 2x8 #2 SPF VERTICAL @ 24" O.C. w/ EXT. SHEATHING PER NAILING SCHEDULE & (4) 12d NAILS EACH TRUSS MEMBER (TOP AND BOTTOM CHORDS ALONG W/ WEBBING) 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL ATTACHMENT BY BUILDER SO4 HEADER @ POCKET SLIDER 1/2"=1'-0" NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 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. Ef���1�d LL! M 0- 'IT 2x6 SYP #2 LEDGER. m •tip Sats �'� TO STUDS w/ (2) 1/4" X -mss- O� Oen U 4%" SIMPS. SDS w o y ��ti •, c� aaasoo° a i SCREWS @ 16" O.C. LL MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS w/ (2) 1/4" X 3'/2' SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ 12 (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP SHE PER PLAN 2x4 SYP #2 LEDGER. TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4'/" SIMPS. CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3Yz' SIMPS. 3'-0" MAX SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY SD01 TYPICAL SHED ROOF DETAIL 1 /2"=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. Ef���1�d LL! M 0- 'IT `ya1®`iG m •tip Sats �'� J Z I -mss- O� Oen U ry O, w o y ��ti •, c� aaasoo° a i z � ¢ O �..co LL W Q 0 w F- F - LU LU C7 O Z O� O o � o (% o W o 0a W W NQ L.L. W W J ~ Z t- W I— W W U) Z Of WOI- w C, E J O r p .6 U) (� w z o M 1 E- ZI-'z>-,°>> _ QO-LOCO w ZQp3: :2ui o o x z w z E OzF-wY0 U< Q LU -j a Z 0 M O o � O LU C1 m N 0 2 H O ? U —r 0 LLU >;> o oO J W z_ 3: 2 W W Lj o W Z ED UM U) t- 0cna o W Y I-- I� F O 00 Z wi" C. N � C7 w BLDG DESIGN: --- STRUCTURAL ENG: MCD LU DRAFTING: 11-1 -DESIGN: --- F.-STRUCT: JW U QC CHECK: MRB uu)) JOB No. PSQ-0204921 J Q SCALE: AS INDICATED I-_ W DATE: 04/06/18 0 LUw F_ SD4 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING If SEE PLAN SEE ARCHITECTURAL DBL. TOP PLATE PLAN FOR OVERHANG HDR. PER PLAN INFO MIN 2x4 SPF #2 WINDOW AS - @ 16" O.C. SEE SCHEDULED FOR MORE INFO EXTERIOR FINISH PER PLAN l— INT. FINISH PER MID -SPAN BLOCKING 2x BOTTOM PLATE W/ STUDS (2) 12d AT 12" O.C. FRAMING NOTES PLAN INSULATION PER PLAN I ATTACHED PER SEE DETAILS WS10, NAILING SCHEDULE WS11 OR WS13 FOR 10d x1-1/2" @ 24" O.C. ADDITIONAL � FLOOR TRUSSES SEE PLAN MID -SPAN BLOCKING 2x BOTTOM PLATE W/ U.N.O. (2) 12d AT 12" O.C. FRAMING NOTES 3/4" FLOOR SHEATHING INSULATION PER PLAN I ATTACHED PER SEE DETAILS WS10, NAILING SCHEDULE WS11 OR WS13 FOR 10d x1-1/2" @ 24" O.C. ADDITIONAL � FLOOR TRUSSES SEE INFORMATION THIS PLAN FOR DEPTH AND SHEET DIRECTIONI NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE TO VERIFY SIZE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING OVER TOP PLATE MAX. SEE PLAN (2) 2x SPF TOP PLATE BOND BEAM HEADER SIZE & REQ'D FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT LINTEL AS PER PLAN STOPPING MATERIALS MIN THICKNESS SHALL OIL WD. HD. HT. oa BE 1/2" GYP BOARD OR SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR TRUSS W/ 8d NAILS AT 16" O.C. TOP AND PRECAST SILL OR SILL BOTTOM CHORDS PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND MASONRY WALL PER j PLAN t .: �.• • CONC. SLAB - SEE FOUNDATION C . / PLAN FOR MORE INFO FIN. FLR. — GRADE SEE FOUNDATION DETAILS FOR FTG INFO S0 TYPICAL TWO STORY SECTION - SYSTEM 42 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE, CONTINUOUS FROM TOP OF TOP PLATE TO GIRDER TRUSS PER BOTTOM PLATE. PLAN BEARING WALL PER PLAN DOUBLE BOTTOM PLATE (2) H5 EA. FLOOR TRUSS TO DOUBLE BOTTOM PLATE, SLIT SEE TRUSS LAYOUT FLOOR DECKING TO FOR HANGER ACCOMMODATE STRAP 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" —COPYRIGHT MCD 2015: The information contained in this docum( PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES REFER TO PLAN FOR BUILT-UP COLUMN INFO. PRE -ENG. FLOOR SYSTEM - IF NO FLOOR SYSTEM INSTALL KNEEWALL & PROVIDE SOLID BLOCKING UNDER COLUMN ABOVE BAND JOIST & BLKG OR LVL GIRDER MTSC40 POST ABV. TO POST BELOW U.N.O. PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION REFER TO PLAN FOR BUILT-UP COLUMN INFO. BEARING WALL PER PLAN BEYOND COLUMNS MID -HEIGHT BLOCKING PER BEARING WALL SCHEDULE COLUMN BASE CONNECTION PER PLAN REFER TO FOUNDATION PLAN FOR FTG. INFORMATION S031 TYPICAL TWO STORY COL. @ GIRDER 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS WIDTH 4'-0"). USE A35 SOLID SHEATHING @ SOLID SHEATHING @ HEADER FRAMING NOTES HEADER CLIP AT EA. END FOR 10d x1-1/2" @ 24" O.C. SIMPSON SP4 W/ (6) (USE SP6 @ 2x6 STUDS SyPFp 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 \ ' (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d 3", THEN RUN DOWN & SP8 @ 2x8 STUDS) NAILS. BEND STRAP TO VERIFY SIZE HEADER OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN HEADER SIZE & REQ'D U.N.O. ON PLAN FACE OF JAMB STUDS/ AGAINST TRUSS SHEATHING REQ'D HEADER �r s HEADER - SEE 2ND m T&B) FLOOR PLAN FOR MIN. EXTERIOR SHEATHING / HEADER SIZE & REQ'D FROM TOP OF WALL TO POST (U.N.O. ON JAMB STUDS TO BOT. (RIBBON/ 2x SILL PLATE W/ A35 BEAM) ATTACHED PER FRAMING PLAN) & 8' IF HEADER IS UPSET NAILING SCHEDULE. TOPCHORD AND WINDOW IS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL W/ 2x CRIPPLE STUDS O FLOOR SYS. 42 FL PLATE 10d AT EA. END NAILED TO LEXT. TOENAILS.. E STUD PACK W/ 10d / HEADER OPENINGS NAILS @ 8" O.C. THEN KNEE WALL, STUDS @ LESS THAN ) 2x STUDS @ 16" O.C. >� W/ (2) Od SILL PLATE W/ (2) ATTACH SILL W/ 2 10d () / G TOENAILS. OPENING TOENAILS AT EA. END LARGER THAN 4FT: (2) OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 WIDTH 4'-0"). USE A35 SOLID SHEATHING @ NAILING PER FLOOR HEADER FRAMING NOTES CLIPS EACH SIDE W/ 2x CLIP AT EA. END FOR 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS �FFr STRAP W/ (22) 10d CRIPPLES @ 16" O.C. OPENINGS GREATER \ ' OVER TOP PLATE MAX. \ (2) 2x SPF TOP PLATE 3", THEN RUN DOWN W/ (2) 10d TOENAILS THAN 4' BUT LESS TO VERIFY SIZE HEADER HEADER-SEE2ND T&B (PLYWOOD THAN 6' HEADER SIZE & REQ'D i AMB STUDS AGAINST TRUSS SHEATHING REQ'D SIMP. HTT4 �r s LESS THAN 4FT:(1) 2x m T&B) W/ (18) 10d x 212' NAILS (2) 2x SILL AT WINDOW TOENAILS. OPENING SEPARATE SHEATHING TO POST (U.N.O. ON <1 AT EA. END NAILED TO 2x SILL PLATE W/ A35 UNDER WINDOW FRAMING PLAN) & 8' CLIPS EACH SIDE W/ 2x NAILS8" O.C. THEN @ TOPCHORD CRIPPLES @ 16" O.C. STUDS @ 16" O.C. ALL THREAD W/ 7" MIN. - O FLOOR SYS. 42 FL T&B (PLYWOODSHEATHING TOENAILS AT EA. END EMBEDMENT INTO TIE OF SILL (MAX OPEN'G / T&B) WIDTH 4'4'). USE A35 KNEE WALL, STUDS @ BEAM USING SIMP. SET >� OPENINGS GREATER / THAN 4' BUT LESS EPDXY THAN 6' CMU W/ STRAP PER STANDARD CONNECTOR (1) SIMPSON LSTA30 NOTES f I ` (1) ROW 8d NAILS @ 3" 2x TOP & BOT. SEE FRAMING PLAN AND GIRDER/BEAM - RIBBONS, CONT. BELOW W/ (22) 10d NOTE: ALL FLOOR CONNECTION NAILS NO MOISTURE TRUSSES TO BE P.T. IF BARRIER (FELT PAPER FLOOR GRIDER OR 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED NO MOISTURE BARRIER' SO HEADER CONNECTION @ 2nd FLOOR HIGH BM (FELT PAPER OR SIM) IS 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer o PROVIDED SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO A—S4 HEADER CONNECTION @ 2nd FLOOR 3/4"=1'-0" ,nt is copyrighted and is the exclusive property of MONTA CONSULTING & I NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPE] OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE SIMP. HTT4 �' I W/(18) 16d x 212' NAILS TO POST (U.N.O. ON FRAMING PLAN) & e' ALL THREAD W/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY FLOOR TRUSS PER PLAN PROVIDE SOLID BLOCKING BELOW SEE DETAIL WS1ITHIS COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR TRUSS MASONRY WALL SEE PLAN FOR MORE INFO fis—A TYPICAL GIRDER COL. CONNECTION 3/4"=1'-0" NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS EXTERIOR SHEATHING SOLID SHEATHING @ NAILING PER FLOOR HEADER FRAMING NOTES SIMPSON SP4 W/ (6) F <<S 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS �FFr STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP \ ' OVER TOP PLATE MAX. \ (2) 2x SPF TOP PLATE 3", THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS/ TO VERIFY SIZE HEADER HEADER-SEE2ND i FLOOR PLAN FOR MIN. 2x4 #2 SYP ANGLE HEADER SIZE & REQ'D i AMB STUDS EXTERIOR SHEATHING SHEATHING PER NAILING PER FLOOR FROM TOP OF WALL FRAMING NOTES 2x STUDS, SEE TO BOTTOM OF FLOOR FRAMING PLAN FOR 2x4 #2 SYP BLOCKING SYSTEM (RIBBON / o SPACING AND GRADE BEAM) ATTACHED PER \ ' IF HEADER IS UPSET NAILING SCHEDULE. \\ AND WINDOW IS O TO VERIFY SIZE LOWER: (1) 2x SILL PLATE W/ (2) 10d 2x4 #2 SYP ANGLE w TOENAILS. EXT. (2) 12d @ 12" O.C. AGAINST TRUSS HEADER OPENINGS O �r s LESS THAN 4FT:(1) 2x m ILL SILL PLATE W/ (2) 10d (2) 2x SILL AT WINDOW TOENAILS. OPENING W/ 2x CRIPPLE STUDS END LARGER THAN 4FT: (2) AT EA. END NAILED TO 2x SILL PLATE W/ A35 STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x NAILS8" O.C. THEN @ TOPCHORD CRIPPLES @ 16" O.C. STUDS @ 16" O.C. W/ (2) 10d TOENAILS ATTACH SILL W/ (2) 10d O FLOOR SYS. 42 FL T&B (PLYWOODSHEATHING TOENAILS AT EA. END REQ'D OF SILL (MAX OPEN'G T&B) WIDTH 4'4'). USE A35 KNEE WALL, STUDS @ CLIP AT EA. END FOR OPENINGS GREATER / THAN 4' BUT LESS @ EACH END. TRUSS TO THAN 6' CMU W/ STRAP PER STANDARD CONNECTOR (1) SIMPSON LSTA30 NOTES STRAP CENTERED I ` (1) ROW 8d NAILS @ 3" BETWEEN COLUMN SEE FRAMING PLAN AND GIRDER/BEAM - FOR FLOOR BELOW W/ (22) 10d TRUSSES TO BE P.T. IF CONNECTION NAILS NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER FLOOR GRIDER OR 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED BEAM SO HEADER CONNECTION @ 2nd FLOOR HIGH BM 3/4"=1'-0" 3/4"=1'-0" DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer o TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE :LOOR TRUSS SEE :RAMING PLAN FOR ;ONNECTION INFO. FLOOR GIRDER OR BEAM; SEE PLAN fi—s-*TYPICAL GIRDER COL. @ HIGH BEAM 3/4"=1'-0" 2x 2ND FLOOR STUDS SEE PLAN FOR MORE SEE FLOOR FRAM' PLAN FOR FLOOR SYSTEM INFO. (2) SIMPSON LSTA18 STRAPS CENTERED @ FLOOR W/ (14) 10d } NAILS (2) SIMPSON META16 FLOOR TRUSS TO MASONRY WALL EXT. SHEATHING FLUSH W/ FACE OF MASONRY ATTACHED PER NAILING SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND FLOOR SHEATHING & SHEATHING PER NAILING PER FLOOR DETAIL WF10/SD4 FRAMING NOTES 2x STUDS, SEE ao FRAMING PLAN FOR 2x4 #2 SYP BLOCKING ILL o SPACING AND GRADE @ 48" O.C. W/ (2) 12d _j J Z AND SEE ARCH PLAN TOENAILS EACH END Q O TO VERIFY SIZE Uj� d 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE w (2) 12d @ 12" O.C. AGAINST TRUSS } O �r s VERTICAL @ 48" O.C. m ILL (1) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH O.C. WALL SHEATHING END TO BOTTOM PLATE/ TOPCHORD PRE -ENG FLOOR TRUSS O FLOOR SYS. 42 FL OR FIELD FRAME 2x4 TRUSSES 24O.C. TRUSSES " KNEE WALL, STUDS @ O.C. W/ (2) 16d NAILS @ EACH END. TRUSS TO CMU W/ STRAP PER STANDARD CONNECTOR NOTES MASONRY WALL PER I ` (1) ROW 8d NAILS @ 3" PLAN O.C. WALL SHEATHING NOTE: ALL FLOOR - TO BOTTOM PLATE TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN NO MOISTURE SHEATHING & CMU BARRIER (FELT PAPER 2x4 PT SILL PLT. IF OR SIM) IS PROVIDED KNEEWALL fis-1-6i TWO STORY PARALLEL FLOOR CONNECTION 3/4"=1'-0" (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS W (2) 16d NAILS @ 6" 0.( (2) SIMPSON LSTA18 STRAPS CENTERED FLOOR W/ (14) 10d NAILS (3) 2x STUD PACK — ATTACH PER NAILIN( SCHEDULE ATTACH 2x STUDS W (2) 16d NAILS @ 6" O. MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR PLAN SYSTEM IS 18" TO 36" DI SINKERS AND (14) %4'X2, S09 2nd FLOOR CORNER FRAMING ATTACHMENT CALIFORNIA CORNER A -A STANDARD CORNER A -A (3) 2x STUDS (4) 2x STUDS FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING FRAMING NOTES 2x STUDS , SEE NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON / AND SEE ARCH PLAN TRUSSES @ 24" O.C. A35 EA. END ! TO VERIFY SIZE (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP RIBBON 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 16d NAILS; BOTTOM 7. RIBBON TO BE PT IF RIBBON TO BE PT IF BRG DIRECTLY ON BRG DIRECTLY ON CMU CMU (2) ROWS 8d NAILS @ I I (2) ROWS 8d NAILS @ 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL SHEATHING TO SIMPSON META16 AT —J CANTILEVER SHEATHING TO EA. MASONRY WALL PER I. PLAN BOTTOM RIBBON MASONRY OR MTS12 — RIBBON NOTE: ALL FLOOR - 1/8" GAP BETWEEN AT WOOD FRAME SHEATHING & CMU WALL NOTE: ALL FLOOR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" 3/4"=1'-0" f these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. `1111111118(1110] LU m ao ILL o 1, LL _j J Z C9 2 V O Ck = Q O Uj� d w a c9 °°'°sacro` jO,,�°,C4��, •�•+® } O �r s 2j�N(1191n11i1� m ILL Q V 0 LU H Z) W w O O H O O 0 m 0 LU LU 0 0 Q W U vJ ra 8Y = o U z �3 ��— z LU (D r) W T 1 w U ^ W 0-'w� (D r,- E J OcOn�; V LL ZI,Z>J� ® QOJw�N J0F 0❑ -b 0 W DO OQ�c J ZQO��tiJ 0 I— o=zWZE 01 -wY0 F- U�¢D,_j[ W I¢-�0Lo = I-uj C9 0 U) r 04 i— O U -� W > W o O-jw = W Cn W QQa I— 0WQ W C/)H 0 O 00 Z BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 Am (2) 2x SYP #2 BUILT-UP STUC COLUMNS 'ER BY OTHERS 3S PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS CE LD01 LEDGER @ GIRDER 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" EXTERIOR SHEATHING EXTERIOR WALL SHEATHING & PER ELEV. O.C. MAX W/ MID POINT (2) 2x HEADER SEE WALL IS CONT. BRG ON TRUSS 2x #2 SPF STUDS @ 16" BLOCKING (U.N.O.) 2x EXT. FRAME WALL O.C. w/ EXT. SHEATHING EXT. FINISH PER PER PLAN FROM TOP OF WALL TO CONTINUOUS TO BASE ARCHS MSTAM24 EA. SIDE OF ISIMPSON H2.5 EA. I GIRDER SEE PLAN FOR EA. STUD TO WALL I WINDOW ATTACHMENT MAX W/ WASHER BELOW W/ (9) 10d INFO. IF WALL WINDOW SEE PLAN SHEATHING PER PLAN NAILS AND (5) 1/4"x2 FOR LOCATION MIN. 2x6 #2 SYP CONT. I ATTACH PER NAILING 3/4" TAPCONS PER LEDGER W/ (2) Y4'x3-1/2" I REQ'D FROM STUDS TO TOENAILS EACH SIDE STRAP;CENTER GIRDER BELOW IF WALL SHEATHING IS SCHEDULE STRAP BETWEEN STOPPED BELOW FROM EA. END - USE I 2x8 #2 SYP P.T. SILL MASONRY WALL AND (3) SCREWS FOR 24" I TRUSSES ARE PLATE W/ 1/2" EPDXY FRAME WALL PARALLEL TO WALL 2x BASE PLATE W/ 12d ANCHOR BOLT OR CONTRACTOR MAY USE @ 24" O.C. TO FLOOR J -BOLT W/ MIN. 7" SIMPSON HTT4 AT2 ______� NAILING SCHEDULE 3/4" EMBED. @ 32" O.C. & 3" WINDOW JAMB STUDS MIN. (4) 16d NAILS TO SEE FLOOR FRAMING FROM EA.END INSTEAD OF INDICATED PLAN FOR MORE INFO I EXTERIOR FLAT STRAP. 16d NAILS) TOP PLATE W/ 16d LAN INTERIOR FLAT STRAP \ RUSS DIREC MAX 1/8" GAP IS STILL REQUIRED AT &MORE INFO --- BETWEEN SHEATHING JAMB STUD CONDITION AND CMU SEE ARCHS FOR FURRING AND INTERIOR FINISH CONT. #5 IN TIE BEAM MASONRY WALL PER PLAN A EXT. FINISH PER ARCHS FO WALL SPLICE DETAILS 1-1/2"=V-0" PRE ENGINEERED TRUSSES @ 24" O.C. 12 MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x TOP PLATE X O.H. EXTERIOR SHEATHING EXTERIOR WALL SHEATHING & PER ELEV. FROM TOP OF WALL (2) 2x HEADER SEE WALL IS CONT. BRG ON TRUSS 2x #2 SPF STUDS @ 16" PLAN FOR MORE INFO 2x EXT. FRAME WALL O.C. w/ EXT. SHEATHING & CONNECTIONS PER PLAN FROM TOP OF WALL TO CONTINUOUS TO BASE MIN. EMBED USING BOTTOM OF TRUSS/ ISIMPSON H2.5 EA. I GIRDER SEE PLAN FOR (TRUSS I WINDOW ATTACHMENT MAX W/ WASHER ( OF LEDGER - END IUSE (3) SREWS IF 24" INFO. IF WALL WINDOW SEE PLAN 1 "=1'-0" SHEATHING ISN'T CONT. FOR LOCATION MIN. 2x6 #2 SYP CONT. I LSTA18 STRAPS ARE 2x BLOCKING w/ (2) 12d LEDGER W/ (2) Y4'x3-1/2" I REQ'D FROM STUDS TO TOENAILS EACH SIDE SDS WOOD SCREWS r GIRDER BELOW IF WALL SHEATHING IS 16" O.C. MAX. & 3" SEE LD02/SD2 FOR STOPPED BELOW FROM EA. END - USE I MORE INFO IF ROOF LINE (3) SCREWS FOR 24" I TRUSSES ARE IRECESS LEDGER INTO O.C. I PARALLEL TO WALL 2x BASE PLATE W/ 12d ( ROOF SHEATHING @ 24" O.C. TO FLOOR ATTACHED PER SYSTEM BELOW ______� NAILING SCHEDULE PLYWOOD FLOORING � MIN. (4) 16d NAILS TO SEE FLOOR FRAMING i \ EACH STUD (AT EACH PLAN FOR MORE INFO I 16d NAILS) TOP PLATE W/ 16d LAN \ RUSS DIREC NAILS @ 6" O.C. 2ND STORY &MORE INFO --- --- FIN. FLOOR FLOOR GIRDER SEE PLAN FOR CONNECTION V_ SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO F1 TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" --COPYRIGHT MCD 2015: The information contained in this documl LD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 2x4 LEDGER W/ (2) EXTERIOR SHEATHING EXTERIOR WALL SHEATHING & 10d NAILS @ 16" O.C. FROM TOP OF WALL NAILING PER PLAN. SHEATHING CONT. WALL IS CONT. BRG ON TRUSS TO BOTTOM OF SILL TO 2nd STORY WALL BOTTOM PLATE 2x EXT. FRAME WALL PLATE ATTACH PER F ---------------------------I PER PLAN NAILING SCHEDULE CONTINUOUS TO BASE MIN. EMBED USING ROOF SHEATHING — ISIMPSON H2.5 EA. I ATTACH PER NAILING (TRUSS I SCHEDULE MAX W/ WASHER ( OF LEDGER - END IUSE (3) SREWS IF 24" PRE-ENGINEERED — SEEPAN 1 "=1'-0" TRUSS PER PLAN WINDOW JAMBS USE MIN. 2x6 #2 SYP CONT. I (2) 2x6 W/ HUC26-2. I LEDGER W/ (2) Y4'x3-1/2" I FLOOR TRUSS PER CONTINUOUS TO SDS WOOD SCREWS r CONNECTIONS 16" O.C. MAX. & 3" FOUNDATION. REFER META16 @ 24" O.C. OR FROM EA. END - USE I ON WOOD USE HGA PLAN (3) SCREWS FOR 24" I SIMPSON LUS26. USE IRECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ ( TRUSS TRUSS SHOP 'DRAWINGS CONNECTION L________________ ______� 2x8 SYP#2 LEDGER WI 2x BOTTOM PLATE, MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LD03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 2x4 LEDGER W/ (2) PLATE W/ 1/2" J -BOLT EXTERIOR WALL SHEATHING & 10d NAILS @ 16" O.C. TOENAILS EACH END NAILING PER PLAN. SHEATHING CONT. WALL IS CONT. BRG ON TRUSS 32" O.C. MAX W/ TO 2nd STORY WALL BOTTOM PLATE 2x EXT. FRAME WALL 12d NAILS @ 12" O.C. ATTACH PER NAILING SCHEDUL PER PLAN ALL THREAD ROD W/ 7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP SIMPSON H1 OA @ EPDXY @ 6" FROM EACH DIAGONAL EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER ( OF LEDGER - END IUSE (3) SREWS IF 24" BRACE SEEPAN 1 "=1'-0" I L --------------------------J WINDOW JAMBS USE 1/2" THREADED ROD (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE FLOOR TRUSS PER CONTINUOUS TO PLAN CONNECTIONS ON MASONRY USE FOUNDATION. REFER META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN TO BEARING WALL S15 SECTION @ COMBO TRUSS )nt is copyrighted and is the exclusive property of MONTA CONSULTING 1/2"=1'-0" NOTES FOR BASE CONNECTION 2x BOTTOM PLATE, CONNECT TO DOUBLE TOP PLATE W/ 16d NAILS @ 6" O.C. 2ND STORY 71 FIN. FLOOR (2) 2x TOP PLATE —�- 2x BEARING WALL PER PLAN, FRAME CONTINUOUS TO BOTTOM PLATE OF 2ND STORY WALL O F1 BRACING @ 2 STORY FRAME WALL 1"=V-0" EXT. SHEATHING 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING O.C. - SEE FRAMING SCHEDULE PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ (2) 12d TOE NAILS EACH END SEE LD02/SD2 FOR MORE INFO. 2x8 #2 SYP P.T. SILL 2x BRG WALL W/ SIMPSON SP2 @ PLATE W/ 1/2" J -BOLT 2x BLOCKING W/ (2) 12d W/ MIN. 7" EMBED. @ 6" TOENAILS EACH END FROM EACH END & @ WALL IS CONT. BRG ON TRUSS 32" O.C. MAX W/ 2x BASE PLATE W/ (2) WASHER. ALTERNATE 12d NAILS @ 12" O.C. CONNECTION: USE 1/2" IF SHEATHING IS NOT ALL THREAD ROD W/ 7" CONTINUOUS TO BASE MIN. EMBED USING PLATE, SP8 TOP AND SIMPSON SET -XP BOTTOM ARE REQ'D EPDXY @ 6" FROM I PLAN EACH END & @ 32" O.C. C.M.U. WALL PER PLAN MAX W/ WASHER ( OF LEDGER - END IUSE (3) SREWS IF 24" F1 SECTION @ OPEN TO ABOVE SEEPAN 1 "=1'-0" 2x SYP #2 LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. 2x BRG WALL W/ 2x BRG WALL W/ SIMPSON SP2 @ SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d SPI @ BASE. LSTA18 TOENAILS EACH END OR MTS12 MAY BE WALL IS CONT. BRG ON TRUSS USED @ BASE 2x BASE PLATE W/ (2) NOT REQ'D IF STUD IS 12d NAILS @ 12" O.C. EXTERIOR SHEATHING 3/4" FLOOR SHEATHING ATTACHED ATTACH PER NAILINGX 3/4" FLOOR SHEATHING SCHEDULE ATTACHED PER IF NAILING SCHEDULE (2) 2x4 #2 SYP I PLAN BLOCKING W/ SIMPSON SPACED & 3" FROM HUC24-2 EACH END, ( OF LEDGER - END IUSE (3) SREWS IF 24" USE (4) 10d & (2) 10d SEEPAN NAILS. UNDER I L --------------------------J WINDOW JAMBS USE SEE PLAN (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR PLAN CONNECTIONS ON MASONRY USE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER ON WOOD USE HGA PLAN S14 SECTION @ RAISED HEEL TRUSS S15 SECTION @ COMBO TRUSS )nt is 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/ Y2" 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. 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 3/4"=1'-0" TOENAILS EACH END (� FLOOR TRUSS PER (2) 2x4 #2 SYP I PLAN BLOCKING W/ SIMPSON SPACED & 3" FROM HUC24-2 EACH END, ( OF LEDGER - END IUSE (3) SREWS IF 24" USE (4) 10d & (2) 10d IO.C. IS REQUIRED NAILS. UNDER I L --------------------------J WINDOW JAMBS USE SEE PLAN (2) 2x6 W/ HUC26-2. LOW ROOF TRUSS SEE TRUSS PLAN FOR 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.) S15 SECTION @ COMBO TRUSS 1/2"=1'-0" ALIGN 2ND FLOC STUDS w/ 1ST FL STUDS (2) 2x SPF#2 BAE PLATE.ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 I W F 16/S D6 (2) 2x TOP PLATE EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD SEE PLAN FOR EXTENSION BEARING WALL SEE CHART FOR REQUIRED JACKS! STRAPS TOP & REQUIREMENTS. ATTACH EACH TRUSS STUDS TO ALIGN W/ TO BEARING WALL STUDS ABOVE USING SIMPSON H10A I U.N.O. ON FRAMING ALTERNATE CONNECTION: 1/2" ALL PLANS 172 SECTION @ 2 -STORY BRG. IY4'x3" SDS WOOD WALL, WALL OPENINGS & AT 32" O.C. 3/4"=1'-0" 3L DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of SEE 2NC r ----------------------------I WALL SE ADDITIO A INFORM, I FOR FTG. REQ.A SIMPSON H2.5 I SEE CHART FOR REQUIRED JACKS! STRAPS TOP & O1/2" WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD O TRUSS TO LEDGER I IMIN. 2x6 #2 SYP WASHER SEE BEARING WALL SCHEDULE I (CONT. LEDGER w/ (2) ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN C THREAD ROD 6" FROM EA. END OF IY4'x3" SDS WOOD WALL, WALL OPENINGS & AT 32" O.C. I SCREWS @ 16" O.C. OVER W/ (5) 10d NAILS INTO TOP (18) 8d NAILS SET -XP EPDXY) W/ WASHER IMAX - EQUALLY I SPACED & 3" FROM ( OF LEDGER - END IUSE (3) SREWS IF 24" LEDGER RECESSED INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS I L --------------------------J I OPT. TRUSS RECESS LEDGER LD04 SECTION @ LOW ROOF 3/4"=1'-0" L (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO LSTA30 HEADER— TO BUILT UP STUD 1/2" THREADED ROD WITHIN 6" OF BUILT UP COLUMN ABOVE W/ NUT & 2" WASHER TOP & BOTTOM. IQ PROVIDE SOLID BLOCKING - WITHIN FLOOR SYSTEM UNDER BUILT UP COLUMNS (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO SPF BASE ATE . (2) 2x SPF TOP PLATES U.N.O. 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW PRE-ENGINEERED FLOOR SYSTEM KNEEWALL OR BEAM B) SEE FLOOR FOR MORE IN ON HEADER TO BUILT UP STUD 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 SP4 TOP & BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 STUDS ABOVE TO HEADER BELOW 1/2" THREADED ROD @ 32" O.C. MAX W/ NUT & 2" WASHER TOP & BOTTOM `y SEE FOUND. PLAN FOR FTG. REQ.A J -BOLTS @ 6" FROM EA. END OF SEE CHART FOR REQUIRED JACKS! STRAPS TOP & O1/2" WALL & WALL OPENINGS @ 32"o.c. KINGS # OF STUDS TO MATCH BOTTOM OF EA. STUD O MAX. W/ 7" MIN. EMBEDMENT & BETWEEN FLOORS PER BEARING WALL WASHER SEE BEARING WALL SCHEDULE SCHEDULE FOR MORE INFORMATION. w 0 ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN C THREAD ROD 6" FROM EA. END OF 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. W m Q � 0 U z of a° V F— z a m I Z L LJ®..I M w r Ww OL:r E J � G OSS -- d U% N W U LL U` Eli o --.s ® ZrZ>LLco J O O p} o 0 W �o�OQ�W J ZQO3: :E LU o �— 0=zwZ E OzPwYO t—U�¢�<a W 2i LL 0 ZO o = I --o r N I- U 0 U) LL o LLI O —i W z: W U) W Qa I— C1 Cn Q U tn0= W I— p O R 00 Z n MND BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING -STRUCT: a v_ �a�®��l�sa99iE�alau�--�,,� vp0.......° 9�lL,✓'✓ W JOB No. Z LLP AS INDICATED :o 111,T. o Q Z I] —I `<a5� w 0 z O ° p LL W m Q � 0 U z of a° V F— z a m I Z L LJ®..I M w r Ww OL:r E J � G OSS -- d U% N W U LL U` Eli o --.s ® ZrZ>LLco J O O p} o 0 W �o�OQ�W J ZQO3: :E LU o �— 0=zwZ E OzPwYO t—U�¢�<a W 2i LL 0 ZO o = I --o r N I- U 0 U) LL o LLI O —i W z: W U) W Qa I— C1 Cn Q U tn0= W I— p O R 00 Z n MND BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING -STRUCT: JW QC CHECK: MRB JOB No. PSQ-0204921 SCALE: AS INDICATED DATE: 04/06/18 MIN. (3) 2x SYP #2 STUDS REQ'D @ I OF LANDING W/ N 16d NAILS FROM (2)2x12 SYP#2 HE. TO BUILT-UP STU COLUMN STANDARD (3)2x12 SYP#2 STRINGERS V SIMPSON A35 / A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING (2) 2x12 SYP#2 BEAM PER SCHEDULE REQ'D @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR DIRECTLY ON r/77 BUILT UP COLUMNS I//�/ BELOW OR ALTERNATE HANGER @ RIGHT OF THIS DETAIL A -A PLAN VIEW MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING wg W/ MIN. (6) 16d NAILS W LL m0 FROM (2)2x12 SYP#2 EACH SIDE HEADER TO BUILT UP STUD COLUMN Fa- 0 (�T OPTIONAL (2)2x12 SYP#2 STUDS W/(2)16d TOE ATTACHMENT TO SEE PLAN FOR CMU/LEDGER IN LIEU OF MASONRY WALL OR BUILT UP COLUMN WOOD WALL WOOD: \I HU210-2/HUC210-2 W/ SEE ARCH PLAN (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 2x4 #2 SPF STUDS @ SYP#2 HEADER �— MASONRY: HU210-2/HUC210-2 W/ 24" O.C. W/ (2) 12d (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NOTCH FLOOR NAILS TO (2)2x12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 / A35 ACCOMMODATE 2x CLIP TO FLOOR SYSTEM & LANDING F FRAMING F_ SEE TABLE FOR MAX. WIDTH OF LANDING 90 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING SEE PLAN FOR DEPTH , OF LANDING 1 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 @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE 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) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MIN 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER MID SPAN BLOCKING ATTACHING TO MASONRY TO MATCH JOIST O DEPTH W/ (3) 10d ? TOENAILS EACH END �w CONNECT TO. BEAM TO BEAR OZ STUD. ((2) 1/4"x3-1/4" TAPCONS wg LUS26 HANGER ON W LL m0 COLUMNS BELOW OR EACH SIDE WALL) / Fa- 0 w�: STUDS W/(2)16d TOE 3Z' SEE PLAN FOR NAILS MASONRY WALL OR WOOD WALL MIN 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER \— ATTACHING TO MASONRY SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH CONNECT TO. BEAM TO BEAR W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY COLUMNS BELOW OR EACH SIDE WALL) / 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 BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO — STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION — 2x8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (6)1/4"x3-114" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH I " (2) 2x12 SYP#2 BEAM PER SCHEDULE @ END I OF LANDING FOR I STRINGERS TO I I CONNECT TO. BEAM I TO BEAR DIRECTLY ON II BUILT UP COLUMN I BELOW. 1 MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE 6" MIN. I rO STAIR WINDER DETAIL MIN. 2x8 SYP#: LEDGER (P.T. I ATTACHING T( MASONRY WA SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL B PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-21HUC210-2 W/ (18)16d NAILS TO LEDGERISUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2x4 SYP#2 CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 16" O.C. (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT.HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x3-1/4" TAPCONS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE HEIGHT OF LANDING PER FLOOR PLAN BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM AT LANDING (#2 SYP) JOISTS MAX WIDTH (#2 SYP) 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 CONSTRUCTION. — NOT USED 3'� 4 SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 SILL PLATE W/ (2, 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION 2x6 VERTICAL AND L -BRACE @ 6'-0" O.C. @ ANY OPENING 2x4 CONT. TOP PLATE 2x6 VERTICAL @ 6-0" ATTACH TOP PLATE TO O.C. MIN. AND @ ANY STUDS W/ (2) 16d TOE OPENING W/IN NAILS HANDRAIL KNEEWALL 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS 2x4 SILL PLATE W/ (2) NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS) TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL `— ATTACH 2x6 VERTICAL L -BRACE @ 6-0" O.C. & SDS WOOD SCREWS TO TRUSS %a" x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR S SDS WOOD SCREWS N.T.S. TRUSS TO OUTSIDE EQUALLY FACE OF TRUSS SPACED/CENTERED IN 2x4 CONT. TOP PLATE N.T.S. TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/(2)16d TOE 3Z' NAILS \I SEE ARCH PLAN ZF MAX. 4'-0" ABOVE FLOOR 2x4 #2 SPF STUDS @ Xi X 24" O.C. W/ (2) 12d NOTCH FLOOR TOENAILS BOTTOM i SHEATHING TO ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS) TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) %4' x 3" \ L -BRACE @ 6-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY SPACED/CENTERED IN TRUSS SEE PLAN — TRUSS TO OUTSIDE FACE OF TRUSS SINGLE TRUSS PARALLEL 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) PERPENDICULAR TO FLOOR ST01 GENERAL LANDING & ST03 SECTION @ HANDRAIL W/ STAIR FRAMING INFO SCALE: 3/4"=,'-o" FLOOR TRUSSES SCALE: 3/4"=,'-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. LLI M a�`�\\\\ i 111111by'eZZZ1 W 00 O o �o®° ° ao �/� •� J Z 2 d 4. y ! < J U d pa?r 0_ E LL r LL W 2 Qv zz I> W 2 U r a d L L pa 88 + i o _ .z LL Qz� am I z I— o L//��LU D U) Wi)^W J W p h �v t o23 p N D Q C7wzi zo� D LLZI- L Z > w J QOJ z I I I J O~ 0} o __ W z Q U)U)Q <0< J I-"- ZQO� LU L l__ !!V Wnn UI 0ZZ�IW �0 ® 0 LJ D co W Zw o J = 0 i 0 j r n CV D i -p i (n LLl o � E LU p —1 W i z = W U) z W Z CJ cf) Q 1 LIJ Y H � 00Z W O } z N Oo n 'J BLDG DESIGN: --- STRUCTURAL ENG: MCD rn y� DRAFTING: -DESIGN: --- U -STRUCT: JW Z) QC CHECK: MRB JOB No. PSQ-0204921 J Q SCALE: AS INDICATED I - z DATE: 04/06/18 0 Fn W T ST 1 U)