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3854 Saltmarsh Lp 18-1056 (a) NEW SFH
COUNTY OF' SEMINOLE r��� STATEMENT NUMBER: 18100003 IMPACT FEE STATEMENT DATE: April OG, 2018 BUILDING APPLICATION ff: 18-10000351 BUILDING PERMIT NUMBER: 18-10000351 UNIT ADDRESS: SALTMARSH LOOP 3854 17-20-31-502-0000-0250 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNGj: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS* APPLICANT NAME: PARK SQUARE ENTERPRISES ADDRESS: 5200 VINELAND RD STE 200 ORLANDO FL 32811 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE, WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3854 SALTMARSH LOOP / LOT 25 / WYNDHAM PRESERVE / SFR FEE BENEFIT RATE UNIT ------- CALC ---------- UNIT -- TOTAL DUE TYPE DIST SCHED RATE ---------- 11 ---------------- UNITS ---------- TYPE ---------------------- ROADS-ARTERIALS CO -WIDE ORD Single) Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD 100 Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD tingle Family Housilig 51000.00 1.000 dwl unit 5,000.00 PA LAW ENFORCE N/A 100 DRAINAGE N/A .00 ,00 AMOUNT DUE 5,75900 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD FIR—RESCUE, LIBRARY AND/OR EDUCATIONAL ' FIRE /RESCUE, OF' A BUILDIE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES' MUST BE EXERCISED BY FILING WRITTEN REQUEST WITHIN 45 CALENDAR DAYS Olf THE DATE, ABOVE, BUT NO LATER THAN CERTIFICATE OF' OCCUPANCY OR OCCUPANCY, THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF' THE COUNTY LAND DEVELOPMENT CODE. COPIES OF' RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF ISANFORD BUILDING DEPARTMENT 1101. EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATA; ABOVE City of Sanford Revision kew,snse to Comments 1:1 APR 0 20 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email. building@sanfordfl.gov perraitg 18-1056 Submittal Date 419/18 Project Address: 3854 Saltmarsh Loop (Wyndham Preserve lot 25) Contact: Michelle Parkison Ph: 407-529-3135 Fax: Email: mparkisonaparksquarehomes.com Trades encompassed in revision: C1 Building El Plumbin- Z:, El Electrical El Mechanical 0 Life Safety 0 Waste Water General description of revision: See letter from Monta Consulting addressingphanges ROUTING INFORMATION Approvals Department El utilities 0 Waste Water F1 Planning El Engineering El Fire Prevention D BLIM1110 . General description of revision: See letter from Monta Consulting addressingphanges ROUTING INFORMATION Approvals i r i 4Y: co r j\, at aa���e� y®'jufit .. �4✓' © L �a� Q �6 vp\uj �y uU O O® q. J-OGifl o d o o r r- N O � V 4— LL L-. < d7 N M 07 N O C (D c r- C:) O E CD Lo x co Q Cl LCL w 'n z z (L c:z 0 (9 V) LU ago U QJ ()o N Q I 0 0 N 0 (n 4� M O CD O N v O D O (T C7 M 00 N tB U N Ln a -p H c MF r1 4- O CD LL, O O U) c: O Q > v o CC " Q c " Q, w Ln 0 a. ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0180 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS e COVER PAGE H.B. I 0 LO 0 M VANITY w/ --x MIRROR ABV. 42" HIGH KNEEWALL w/ — TEMP GLASS ENCLOSURE ABV. 4 zn LO 1/2" GYPSUM BOARDS APPLIED TO THE UNDER STAIR SURFACE AND SIDES 0 o co O N U- 0 N O N 41-4" 914" 1'-4" 3050 S.H. (A/C') OM ----- - 3050 S.H. (EGRESS) 1514" _ �A 14'-0" 11-41 T-0" 1 6'-0" 111-4112'-4" ( 16'-0" 2'-4" 9'4" 20'-8" 30'-0" First Floor Plan ')A,BC` (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'•0" (22x34) T vi a CD CD m z 0 0 LO 0 M ii n 4 GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR F_ C? EXCEED REQUIREMENTS OF THE (2017) FLORIDA oQ BUILDING CODE (6TH EDITION) T vi a CD CD m z 0 0 LO 0 M ii n 4 GENERAL NOTES KEY: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE (2017) FLORIDA BUILDING CODE (6TH EDITION) ABBREVIATIONS: • 2- # OF DOORS. • 2- # OF WINDOWS. • MT - METAL THRESHOLD • FR - FRENCH DOORS • SL - SIDE LIGHT • FG - FIXED GLASS rn • TR -TRANSOM • GB - GLASS BLOCK • PKT - POCKET DOOR • OBS - OBSCURED GLASS fa Z • TEMP - TEMPERED GLASS0 • SH - SINGLE HUNG DH - DOUBLE HUNG = • HR -HORIZONTAL ROLLER • BP - BYPASS • BF - BIFOLD— • TYP: - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON ^m" ®•✓d/�U� °; q� . •� PLANS. .`,^'° i� m LLa NOTES:% � 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON JOB SITE. 11 .. Law t° po 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE .�d�11�,� • °mo��o,o�°q ®� � FDIS CALCULATED DIMENSIONS ONLY, ANY REPANCI S OR ERRORS TO BE REPORTED G18 PROMPTLY TO SUPERVISOR FOR CLARIFICATION. 3. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY AND COUNTY - --------_.._.____.-_...__._..._:__ CODES. O CD 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB © N PER CODE M307.2 & M1309.3. 5. PROVIDE RECESS H&C WATER w/ DRAIN @ LL WASHER SPACE. w r- r 6. VENT DRYER THRU EXTERIOR WALL U.N.O. Z3 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINEN M Cl) N CO @ REF. SPACE p OJ 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. o p c)E M 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. L X co LL 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL SHEETS FOR EXTERIOR WALL FINISH SPECS. 11. REFER TO DETAIL SHEETS FOR FLASHING •� w z REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. ° 12. ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 o cn w 2' U.N.O. p U) 13, ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 �!9 v 2' U.N.O. U- __..._._..._,....._.......-..__........... CDL 2 C 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. z j •• ALL INT. SECOND FLOOR CEILINGS AT 9'-0" U.N.O. o vi 15. C.M.U, & FRAME WALL SYSTEM SEGMENTS WHICH E- HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR w = MORE SHALL BE CONSIDERED SHEAR WALL SWSCR SHEAR WALL SEGMENTS. a � oQ)p GL 16. OPENING BETWEEN GARAGE AND RESIDENCE G ` (� ® 0 SHALL BE EQUIPPED w/ A'20 MIN. FIRE RATED w N SOLID WOOD OR HONEYCOMB CORE STEEL DOOR � fu � r� NOT LESS THAN 1 3/8" THICKNESS AS PER z z s r'a -� FBC-R302.5.1. 2� N L a E LL o 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE C)p 0 CEILING BENEATH HABITABLE ROOMS (TYP.) < n , d" Ln `n T N (!j 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 o w 4� M M.P.H. - w J 19. ALL TUB & SHOWER UNITS WILL HAVE _jCL z ANTI -SCALDING DEVICES INSTALLED. w wM 20. ALL OPERABLE WINDOWS LOCATED MORE THAN 72" ABV. SURFACE BELOW SHALL HAVE THE 'rn LOWEST PORTION OF WINDOW CLEAR OPENING A n -- - - p MIN. OF 24" ABOVE FINISHED FLOOR BEING SERVER PER (FBC-R312.2). z N 21. ALL INT. DOORS TO BE 6'-8" TALL U.N.O. OR PER r ! v BUILDER /CLIENT cwicc � LL p- V) O DOOR NOTE KEY: Z CD a- � � N a� u -p N -, o -) M m DOOR SIZE CALLOUT: 0 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD - cin 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD L OLf) � j b 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD o c c 28=2 8 cxc) C3 N 30 = T-0" w < W Ln O a. w WINDOW NOTE KEY: L G WINDOW SIZE CALLOUT:r L 2040 = 2'-0" x T-0" a 2050 = 2'-0" x 5'-0" 0 2060 = 2'-0" x 6'-0" V z • ALL WINDOW CALLOUTS ARE MEASURED IN FEET &w LJ INCHES AS PER THE EXAMPLE TABLE ABOVE. Cn LU �Cn Area Tabulations w� z � ISSUE DATE 03/07/2018 Living. �, o --- - _ - REvisioNs _ _ 1st floor: 1,324 sf 2nd Floor: 764 sf PROJECT: - 18-0180 z' -1 Total Living: 2 078 sf ' s z SCALE: AS NOTED < DRAWN BY: JML & JFT entry: 62 SfDESIGNED BY; MJS_�� covered lanai: 112 sf 0 D__ FLOOR PLAN garage:420 Sf C CD 02 Total Area: 2,672 sf r4 ® m 6 oro , q 4� (j) i LLuj m r� tlLj, 0rye v 0 JJ Ota ,�•1(�' (D d o Q r' - (CV O � U 7 U)(NO N �^ N O 0 F- Lo X W Q CL um - c: w U) z z as a E, O c- o w EZU LU u d a i co ,-i ® CL J N E CY1 1/ 7 id 1 Z7 E Ll CD 0 O d `+ N 00 i (! m i O J i i C) ? CD N 4-J O CO N Q U N Ln 4-- C -0 M C O ca � O O O > - i j a (D a N ro o Q w Ln O a. i i ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0180_ SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS FLOOR PLAN �i 6 p� v Lu ` o ,m ':1w +•"� D®Q D^J (JDD+'lQ (^�� tib-,'• o d- o © cN O U .J (n () N Q 0-c N CU 07 (Np cn N p —, O dam' E ;Lo X o0 Q n LL. c a rnw z z a cn a z o c� in Y) :D w V o 7N7 L U)co C) Q r1 J N u 0 76 _0 ® cn o IT c N 00 U) ztt M .- O Ci O N O fu 4-J C) Z D D C) ly- 00 N O� U p N U-) O (A n O •L C � `-' C) C C "C3 N T o Q w Lri O a ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0180 SCALE: N AS NOTED DRAWN BY: JML & JF_T DESIGNED BY: MJS ELEVATIONS "C" q3 6 agoo , 01 VQ d. w cr o cC 0 GU L O Z }y1 o r 4( J, q �. w '!� o > �v (j)ooh d U QO U / 1\1 o� d" Q r' � U N sl to I�- O (n N CNO O in N C p 0 O c) coQ �N �w z v z �g E 0 UJ s a W O(z7 U Q N} L 4J O h 00 0 �- J h m (Y -)( W 0 LCL_. A .-, C) 0 �n o N 00 V) J* M a-+ O J O O N N � � Q =3 CD u (a V ul 0 '_'' h 'L O C N 0 Q LiJ L! 7 Q CL I� ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0180 SCALE: AS NOTED DRAWN BY: JML & JFT_ DESIGNED BY: MJS ELEVATIONS "C" 0 First Floor Electrical Plan "A,B,C" SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) EXTRA DUTY OPTIONAL OVERHEAD SERVER 1. BUILDER TO VERIFY EXACT LOCATION OF rLOOR OUTLETS IN FIELD. SAME AS UNDERGROUND 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. 200 AMP SERVICE 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 AMP 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA 4/0 SCR AL. NEMA 3 A.F.F. (U.N.0.). METER ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. MAIN BATHROOM AND T-0" IN ALL OTHER BATHROOMS. NOTES: SEE FLOOR PLAN FOR FUSE SIZE SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS DISC. AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING A/C DISC. 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 #14 COPPER TO LIGHTS AND OUTLETS 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: L CEILING MOUNTED LIGHT TJ ► #10 COPPER TO WATER HEATER Lj RECESSED LIGHT ____ I -O TYP. — p- p- #8 COPPER TO RANGE E 220 V RECEPTACLE ELECTRICAL WP FLOOR RECEPTACLE #8 TO A/C UNDERGROUND — �GFI GROUND FAULT INTERRUPT PANEL WALL SWITCH SERVICE BY �o DIMMER SWITCH --.-.TELEPHONE (20 CIRCUITS) JACK F� POWER CO. J PRE -WIRE GARAGE DOOR OPENER mE FLUORESCENT LIGHT �- #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 BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 200 AMP ELECTRICAL RISER GENERAL NOTES KEY: 1. BUILDER TO VERIFY EXACT LOCATION OF rLOOR 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.0.). 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. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: L CEILING MOUNTED LIGHT TJ -ePC PULL CHAIN LIGHT Lj RECESSED LIGHT ____ I -O ..__........_._ WALL MOUNTED LIGHT U) r � WALL WASH RECESSED DUPLEX RECEPTACLE" E 220 V RECEPTACLE 1/2 HOT, 1/2 SWITCHED WATER PROOF RECEPTACLE WP FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN �GFI GROUND FAULT INTERRUPT WALL SWITCH 3 -WAY SWITCH �o DIMMER SWITCH --.-.TELEPHONE o JACK F� CABLEJACK J PRE -WIRE GARAGE DOOR OPENER mE FLUORESCENT LIGHT PI1 ELECTRICAL PANEL O-07 CHIME I C1 DOOR BELL / GARAGE DOOR SWITCH L= DISCONNECT SWITCH IN ELECTRICAL METER (� S.D. SMOKE DETECTOR -0 C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR 0000 (n M +-) O CEILING FAN _.l WALL SCONCE CHANDELIER 0 0 SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT =79 FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR OO SPEAKER Q)....,..`JUNCTION BOX r -. --- L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARG FAULT PROTECTION n w 0 T� ww V) w mJ m" Vo w wLj �s VS �z LL z 0 07 O r CD CD E O U v J vi U - Cp I�- CO (U Q Q m N v CO p � �-: N � �0. (A L O CD E 'd LO M 0o Q CL ua w v z (D a 4 U) r � E w u o v a o � 00 ® Q_ J A 1 ` mE M PI1 �J u - ® 0 1 Ln o N J� 0000 (n M +-) O _.l 0 0 N � v 73v o CD O' (n v) O m T -i -0 r-1 Q1 V N -0N H -0M Lr) Q C/1 M C) O CL > - o c <C CD w Ln O 0 8 - ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0180 _SCALE: AS NOTED DRAWN BY: -JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT 0 07 F i i i Second Floor Electrical Plan "AB ,C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'•0" (2204) OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE 4/0 SCR AL. AMP NEMA 3 METER MAIN SEE FLOOR PLAN FOR FUSE SIZE DISC. A/C DISC. #14 COPPER TO LIGHTS AND OUTLETS #10 COPPER TO WATER HEATER TYP. #8 COPPER TO RANGE ELECTRICAL •- #8 TO A/C UNDERGROUND — PANEL SERVICE BY (20 CIRCUITS) POWER CO. #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 BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 200 AMP ELECTRICAL RISER GENERAL NOTES KEY: r - 1. BUILDER TO VERIFY EXACT LOCATION OF FLOOR OUTLETS IN FIELD. � z 00 2. ALL OUTLETS ARE TO BE AFCI PROTECTED. Al QJ 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE rl AFCI PROTECTED. 4. ALL 15A AND 20A 120V BRANCH CIRCUITS LOCATED IN THE GARAGE AND LAUNDRY WILL BE r GFCI PROTECTED. - 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI p OUTLET. 0 6. ALL OUTLETS LOCATED IN THE'KITCHEN AND � U7 BATHROOMS ARE TO BE GFCI PROTECTED. � 7. DW. AND GARBAGE DISPOSAL ARE TO BE GFCI ' (-n PROTECTED. ui 8. EXCEPTIONS TO THE GFCI STIPULATION WILL BE LL ALLOWED ONLY IF ALLOWED PER CURRENT oo NFPA / NEC. Ld 9. OUTLETS LOCATED IN THE LAUNDRY ARE TO BE O J GFCI AND AFCI PROTECTED. 0 10, OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). D 12, ALL SMOKE/CARBON MONOXIDE DETECTORS O ARE TO BE HARD WIRED, INTERCONNECTED AND AFCI PROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER V) N BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS (� RESPONSIBILITY TO VERIFY THE REQUIREMENT N AND LOCATIONS OF ALL ELECTRICAL O EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) U AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, Q) N NEC, FBC CODES AND ALL REIGNING r"p MUNICIPALITY CODES, STANDARDS AND U) ORDINANCES. o • LOCATION OF FIXTURES AND / OR OUTLETS ARE. m SUGGESTED LOCATIONS AND MEET MOST LOCAL O CODE REQUIREMENTS. ADDITIONS OR d - ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. cn • ALL ELECTRICAL WORK AND APPLIANCES ARE IN x 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. w z 0 w vg ELECTRICAL KEY: a o E w -- CEILING MOUNTED LIGHT Y w m v, a - PULL CHAIN LIGHT tz PC o G E Lli ------ _ RECESSED LIGHT I -o WALL MOUNTED LIGHT V) LLL Q w Ln O WALL WASH RECESSED � w 0 =© DUPLEX RECEPTACLE W =© W_ - 220 V RECEPTACLE w o 112 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE n = FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN QGFI GROUND FAULT INTERRUPT w WALL SWITCH o 3 -WAY SWITCH ------ �o ---- -- --... - --- DIMMER SWITCH v) o Ia TELEPHONE JACK vj - a_ CABLEJACK PRE -WIRE GARAGE DOOR OPENER { FLUORESCENT LIGHT ELECTRICAL PANEL CHIME CL _ I C1 DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH J ELECTRICAL METER S.D SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE / SMOKE DETECTOR w CEILING FAN LL cL �1 WALL SCONCE CHANDELIER r qj-" SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT c FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR OO SPEAKER O JUNCTION BOX _ L.V. LOW VOLTAGE V.P. VAPOR PROOF a A.F. ARC FAULT PROTECTION CO O r - W L � z 00 O Al QJ p rl © M E r - Ei p � 0 � U7 U � .� I_ ' (-n u') ui w LL N � oo (,!) Ld O J p 0 c� o D O djO C M V) N i 0-0-) E (� Cn N co O U CO N Q) N C r"p U) o m n O d - LO cn x p � w z vg z E Q, a v, a � tz bift— o E w LLL Q w Ln O m � W u o L � W L � z 00 0CL Al QJ p rl cr:a M cn � - Ei LL I ® 0 � U7 O it (y)m ' (-n u') c�a w N � oo (,!) Ld O J O c� o D m 0 M V) N ISSUE DATE I 03/07/2018 REVISIONS PROJECT: _ 18-0180 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT r, s o o O � N O o D M � 00 U N m n CD cn p � 0 0 Q, ?v a C J o 0 r LLL Q w Ln O a- m ISSUE DATE I 03/07/2018 REVISIONS PROJECT: _ 18-0180 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELECTRICAL LAYOUT r, GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP, OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6, MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. ;30' U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD, CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING SHALL BE SPF#2 OR BETTER U.N.O.. 6, END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER .AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O, ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11.MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14, SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ibhnz U.N.O. E = 2,000,000 Ib/inz 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= 300.0 Fc 11= 2100 Fc = 450 Fc 1= 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O, CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING, 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45 FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE"X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD, -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS: ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR. TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA, CELL CONT, PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 S3 WIND PRESSURE & SUCTION EFFECTIVE. LINTEL PLAN S5C (PSF) WIND NOTES &CONNECTOR LEGEND S7C N VALUE DENOTES PRESSURE AREA (SQ FT) GENERAL DETAILS SD2 (_) VALUE DENOTES SUCTION AREA GENERAL DETAILS SD4 GENERAL DETAILS (+) 21.2 (+) 21.2 10 (-) 22.9 (-) 28.3 GENERAL STAIR DETAILS (+) 20.2 (+) 20.2 20 (-) 22.0 (-) 26.4 DESCRIPTION (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 18.0 DP (-) 19.8 - 22.0 GARAGE DOORS Y-0" x 7'-0" 16-0" x 7'-0" (+)18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 01�1 a� 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 6-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET SHEET TITLE SC STRUCTURAL NOTES S1C 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 2 -STORY DETAILS. SD6 2 -STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 2/17/2017 CREATED ELEV A, B, C, &OPTIONAL BEDROOM#5 DP � 2 4/10/2016 QC CLEANUP -ADDED MISSING CALL OUT TO FRAMING PLAN DP 3 10/16/2017 MASTER UPDATED TO INCLUDE TRAY @MASTER W/ OPT. BEDROOM #5 (MID -FLORIDA TRUSSES) HG COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. 0 0o N 2 F1 S3 N S3 2.6 30'-0" i —r• �0' S3 M t02 S3 co 0 N �o LO SYMBOLS LEGEND FOUNDATION NOTES: M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT, FTG. TO TIE, BEAM (8'-0" O.C. MAX U.N.O.) 15'-4" 12"x12"x12" dp w/ #5'S EQUALLY SPACED EA. SECTION R506.2.3 FOR REQUIRED LOCATIONS O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 8 1 V A/C MF01 PAD CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN ,S3 12"x24"x12" dp w/ #5's EQUALLY SPACED EA.24 CURRENT CODE EDITION). Q Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" ®l qu_ ®1I w SIDE (cr�6" O.C. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. i ® ISI INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE No LESS THAN 30". U) GRADE 60 #5 CONT. FT.G TO TIE BEAM. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN � O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR BARS & 3" MIN. COVER TO EDGE OF CONC. MFp1 PAVERS v F- 2 Co 2.3 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. - 0 00 n I r p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 1= 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE F, 2.5 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. I 07 z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY w 2.6 COMMUNITY & COUNTY CODES. O MF01 U 1S3 (M�F 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION Zfl N O INSTRUCTIONS. BARS & 3" MIN. COVER TO EDGE OF CONC, U 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q 3.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. I F=C3 BARS & 3" MIN. COVER TO EDGE OF CONC. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O j 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. DETERMINE STEP LOCATIONS IF REQUIRED [ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN w N 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS z � I AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL 48"x48"x12" dp w/ #� s EQUALLY SPACED EA. FOOTING STEP DOWN AND CORNER INFORMATION. O I WAY MIN. 2" HORIZ. CLEARANCE BETWEEN U' z BARS & 3" MIN. COVER TO EDGE OF CONC. 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE F03 48"x48 x16" dp w/ #5'S EQUALLY SPACED EA. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH �5 4A 16'-0" —4r S3 BARS & 3" MIN. COVER TO EDGE OF CONC. 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER a. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 46 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL _. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Q 4.3 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q Q COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 0'-0" FIN. FLR. DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). W W 54"x54"x16" dp w/#5's EQUALLY SPACED EA. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS N 4.5 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 MIN (8) # 5 E.W. PSF. a ry 4" THICK CONC. SLAB W/ 0 54"x54"x24" dp w/#5's EQUALLY SPACED EA. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO F- DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE FIBERMESH. OVER 6 MIL VAPOR 0 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND C) = �.%Oi@l9998!!I®®� K M FOOTING SIZES PENDING DEPTH OF STEMWALL BARRIER OVER COMPACTED FILL. — — — F06 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE 0y) O HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- W W --- F_ a. CID U n 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING �. 5.5 SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE LL FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z .—_.-.,-------- PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY U) z ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT IDEA W REQUIREMENTS ARE MET. O U) T F_ - -, Imo- ❑TzwZ E Ozl—WYO f— H �.J 5 W O I— O u, z W T L ,L o O r a V L0 Z N O d 0 II (n > LLI o W LL! _ F051 11 = 0-0 U W Z W i^ i 1 U C/) ®� S3 O00 Z ti BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No. b N SCALE: (-)0'-4" DATE: 0 T3'-6 .. ® I r1 N I aF05 H F06 S3 L.L 0 - z S3 91-41- (2 -STORY FTG) a M I F01 F11 20'-0" �-S3 S3 F 3.5 m L ® 0? N r 2.3 ® (-)0.--- 4 -- PAVERS I f1 LL~ U ®� M F(0 - F - 0o Q S3 W I C3p ® I I MF13 Immo t� 2.6 S3 I ®1® DO D DO D -O" 7'-8" 8" 2'-4" 16'-0" 2'-4" 9'-4" 20'4" 30'-0" i —r• �0' S3 M t02 S3 co 0 N �o LO SYMBOLS LEGEND FOUNDATION NOTES: M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE CONT, FTG. TO TIE, BEAM (8'-0" O.C. MAX U.N.O.) LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION 12"x12"x12" dp w/ #5'S EQUALLY SPACED EA. SECTION R506.2.3 FOR REQUIRED LOCATIONS O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE MESH 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 PLACED AT MIDDLE OR UPPER 1/3 OF SLAB DEPTH OVER 6 MIL. VAPOR CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN 12"x24"x12" dp w/ #5's EQUALLY SPACED EA.24 CURRENT CODE EDITION). Q Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" CO 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG, & TIE BEAM w SIDE (cr�6" O.C. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. ❑ INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LAP SPLICES SHALL BE No LESS THAN 30". U) GRADE 60 #5 CONT. FT.G TO TIE BEAM. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN � O 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR BARS & 3" MIN. COVER TO EDGE OF CONC. RECESSING DOOR SILLS. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. Co 2.3 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N 0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE p SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) 1= 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE F, 2.5 THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. BARS & 3" MIN. COVER TO EDGE OF CONC. 07 z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY w 2.6 COMMUNITY & COUNTY CODES. O U U O 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE z O AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ❑ O INSTRUCTIONS. BARS & 3" MIN. COVER TO EDGE OF CONC, U 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q 3.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED BARS & 3" MIN. COVER TO EDGE OF CONC. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO O j 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. DETERMINE STEP LOCATIONS IF REQUIRED w WAY MIN. 2" HORIZ. CLEARANCE BETWEEN w 0 O 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS z AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL 48"x48"x12" dp w/ #� s EQUALLY SPACED EA. FOOTING STEP DOWN AND CORNER INFORMATION. O 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN U' z BARS & 3" MIN. COVER TO EDGE OF CONC. 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p 48"x48 x16" dp w/ #5'S EQUALLY SPACED EA. SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH �5 4A PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 70 p BARS & 3" MIN. COVER TO EDGE OF CONC. 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER a. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS 46 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE W z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL _. CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. Q 4.3 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q Q COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS BARS & 3" MIN. COVER TO EDGE OF CONC. DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). W W 54"x54"x16" dp w/#5's EQUALLY SPACED EA. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS N 4.5 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 MIN (8) # 5 E.W. PSF. a ry O 0 54"x54"x24" dp w/#5's EQUALLY SPACED EA. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO F- DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE MIN (9) # 5 E.W. 0 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND C) = �.%Oi@l9998!!I®®� K M FOOTING SIZES PENDING DEPTH OF STEMWALL Q 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE 0y) O HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- W W CONTACT E.O.R. PRIOR TO CONSTRUCTION F_ a. CID U n 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING �. 5.5 SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE LL FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION Z PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY U) z ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j W REQUIREMENTS ARE MET. O 11 - 1 11 1 11 q0 11 wa 111111111i�k _1751111111, I ma 1/4"=11_01f FOOTING SCHEDULE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. ti ✓ 12"x12"x12" dp w/ #5'S EQUALLY SPACED EA. U O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. F_ r 12"x24"x12" dp w/ #5's EQUALLY SPACED EA.24 SIDE @3" O.C. &MIN ❑ 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" CO BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE (cr�6" O.C. 0O 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. U 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. z 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. c F, 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 07 z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. O Q 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC, U 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q 3.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ Ld 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. C WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 0 O BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #� s EQUALLY SPACED EA. a C7 4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. z BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ Q 48"x48 x16" dp w/ #5'S EQUALLY SPACED EA. 00 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p BARS & 3" MIN. COVER TO EDGE OF CONC. z 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. z U_ BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. Q 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q BARS & 3" MIN. COVER TO EDGE OF CONC. c i W W 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. ry O 54"x54"x24" dp w/#5's EQUALLY SPACED EA. F- WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 BARS & 3" MIN. COVER TO EDGE OF CONC. �.%Oi@l9998!!I®®� K M 9 �C0-� Ij LU 00 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 4 �•t �''� cn O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W, W IN BARS & 3" MIN. COVER TO EDGE OF CONC. CID U n 66"x66"x16" dp w/#5's EQUALLY SPACED EA. w tio, w 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. i4 O `O�o- U 1, a BARS & 3" MIN. COVER TO EDGE OF CONC. U ry F - Q F - z W 0 W LU Iry U) T F_ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. ti ✓ ILI r I -- Q 00 ❑ d c 07 z O O� a- a UW ❑ U_ W W ry �.%Oi@l9998!!I®®� K M 9 �C0-� Ij LU 00 p O o a �z m Uj r a 4 �•t �''� �o '1 Q U � J O � 4 k X01 w) L IN CID U n w tio, < o M Z W � o i4 O `O�o- U 1, a vJ� z 4a,o In (/)W LlJUr- W OJ Cy) O 06 _j �- 0W U1- c ❑� 0 U)W w 0< Z �7W o Imo- ❑TzwZ E Ozl—WYO f— H U¢QWQ: rY Q LL0 W O I— O u, z W T L ,L o O r a V L0 Z N 0 (n > LLI o W LL! ® W U 11 = 0-0 W Z W 1 U C/) ®� O00 Z ti BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 SCALE: AS INDICATED DATE: 02/08/18 S 1 LOW ";,6 Vo 0 w �n N cv o N N N N N w a N cav ISI 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. J Q �- z W ❑ C/) 3'-8" 1'-011 14'-0" 1'-411 ) # 5 @ TOP, BOTTOM@24"O.C. F ❑ O VERTICALLY BETWEEN 1= 111I �`1 COLUMN & MAIN - WW HOUSE CMUEl z ® ! W ISI Lm M r, FILLED CELL O U �- ao U �r PLAN VIEW Lm r O J_ Ow LL � m hi R Q z (1) CONT. # 5 FROM Q TIE BEAM TO FOOTING p W r L_ I]It W �i�a�4l11111���, Lj o Z _ MASONRY WALL o Z Q U REINFORCING PER O � (1) # 5 @ TOP, BOTTOM PLAN (TYP). z ¢ � & @ 24" O.C. 3'-0" 8'-811 3'-811 ti vv v t� o S COLUMN &MAIN O � HOUSE CMU 2 f -I CL _AK W W U W r z SECTION VIEW O 0 Ur Wz❑M ._ J J W=) --I Q Q ❑ %- p Q (j) 0 Q Q U) Q Q3: 2E W o DlMASONRY COLUMN TIE IN ❑=zwzE OZI—WHO I-- O UQQLJ:CCL 1/2"=1'-0" ( , 2 CD D (D W Z iV P J V) > Lj a W W ® W W X ® (1) LL! W Z (LW 0 QtA s U ch01 W U) O h Z Eo 0- N BLDG DESIGN: --- STRUCTURALENG: INI DRAFTING: ____ -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 SCALE: j DATE: 02/08/18 S2C CO.) go ao E� MF7 � I I� �� I I � j 0 — — — — — — �'- — — — — — — — — — — — — — — — — EO ---------------- ----------------- Li 00 rin I I ; I 00 � I I II I u I i i I ME ---------- -------------' i 0 - IZI �J � ® ISI IIID E7 5'-411 4'-0" cv �? TIE IN COLUMN TO WALL PER DETAIL MD10/S2C _ fel � o co 1 m ® M 2'-0 " 61.01, 11.411 21.411 16'-0" 21-411 SYMBOLS LEGEND Z` Q cYS W F__ Q Z: U LL O C0 Z O v) O a^r LL LNL LL F- U LL O z O Q U O J W W U z Q W O U U Q z ❑ W O a 2 O z 0 J Z W z F__ ❑ z F- O F__ r) W z O W ❑ _U W W D F- D U F- Q F -- OW L PLACEMENT PLAN W -0" n h COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. --- ISI 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. J Q �- z W ❑ C/) 0 ) # 5 @ TOP, BOTTOM@24"O.C. F ❑ O VERTICALLY BETWEEN 1= 111I �`1 COLUMN & MAIN - WW HOUSE CMUEl z W r, FILLED CELL O U �- ao U �r PLAN VIEW z 0 O J_ Ow LL � m hi R Q L7 � W W (1) CONT. # 5 FROM Q TIE BEAM TO FOOTING p W r L_ I]It W �i�a�4l11111���, Lj If Z _ MASONRY WALL o Z Q U REINFORCING PER O � (1) # 5 @ TOP, BOTTOM PLAN (TYP). z ¢ � & @ 24" O.C. VERTICALLY BETWEEN U ti vv v t� o S COLUMN &MAIN O � HOUSE CMU 2 f -I CL _AK W W U W r z SECTION VIEW O 0 Ur Wz❑M ._ J J W=) --I Q Q ❑ %- p Q (j) 0 Q Q U) Q Q3: 2E W o DlMASONRY COLUMN TIE IN ❑=zwzE OZI—WHO I-- O UQQLJ:CCL 1/2"=1'-0" ( , Z` Q cYS W F__ Q Z: U LL O C0 Z O v) O a^r LL LNL LL F- U LL O z O Q U O J W W U z Q W O U U Q z ❑ W O a 2 O z 0 J Z W z F__ ❑ z F- O F__ r) W z O W ❑ _U W W D F- D U F- Q F -- OW L PLACEMENT PLAN W -0" n h COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. --- W V c�l r 111I �`1 \`4 r, �- ao �r 0 O ZL Ow LL � U W L7 � W W ❑ LL W r �i�a�4l11111���, Lj O O �oiJ Z o Z Q U ,. �U, ® v® `,❑ "' Q W ❑ � V 1.1.. 6 i ¢ � Ua ti vv v t� o S O v 2 f -I z m W U W r 06�Q�NpD U Ur Wz❑M ._ Q O J W W=) --I Q Q ❑ %- p Q (j) 0 Q U) Q Q3: 2E W o ❑=zwzE OZI—WHO I-- O UQQLJ:CCL W Z3: 2 CD D (D W Z iV P J V) > Lj a W W ® W W X ® (1) LL! W Z (LW QtA s U ch01 W U) O h Z 0- N BLDG DESIGN: --- STRUCTURALENG: MCD DRAFTING: ____ -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2180131 SCALE: AS INDICATED DATE: 02/08/18 S2C W V c�l I r_1 F_ Vf1VV 1 IJ LCV CL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL 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 ROUGH OPENING PER PLANol -- — 4 d b ° STD. 90 DEGREE ANGLE 3000 psi q,• I. - .4 I °' ti I (a CONC. W/ (1) #5 DIA. REBAR .. q �: Id 8" x 8" x 16" CMU U.N.O. 4 4 6.4IL INDICATES FILLED CELL FROM FT(,. TO TIE d� BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE ° ( MD08 FOR LAP INFO. a HOOK BAR. LAP LINTEL PLAN. IF ' A & PAPER FELT PROHIBITED) 1 .... La •.h ,:.4 ;` :.•'r ',, .',:'•' ';,.°''. ; ;•: OTHER BARS INTO REBAR IS BEND 0 (2) 2x8 SYP #2 P,T. WOOD HEADER d. .� ° . NO CORNER AS REQ'D INDICATED IN AL SHEAR WALL SEGMENT p' � <:'; licit' TURNED SIDEWAYS. ATTACH (2) 2x8 IS REQUIRED ON ..'. ' A d LINTEL, #5 TO BE , d a, EITHER SIDE OF HOOK PER ••' ;" .•' , 21/2 5 5/8 HOOKED INTO 20 3 WALL W/ SIMPSON HU28-2 OR HUC28-2 MD08 32 #5 31 /8 7 SIDE VERTICALS 25 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 7 151/2 — #6 33/4 d� 14 ° ® _ Xww INTO HEADER. NAIL EACH PLY AND 4 ° ; ¢ate 48 #7 •. 4 aVy ° _°I�IIP �ww a .�° r FRAME INFILL AROUND 21 3/4 w EACH ADDITIONAL HEADER PLY W/ (2) 8R22-OB/1T 16 GA. POWERS STEEL BOXED O F'•° . ;.'. � 4 �,., (, 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH ¢ O.C. AND MIN. 2" FROM ENDS. 4• ..° 4. ° ,1 I1c] 0 8F24-0B/1T I V,.1 NOMINAL WIDTH o O Q W . a• d e�.q ,.m� 4 0 W FILLED O w J LL Z O 8R30-1B/1TPq U) 9 4 o W a J \ w 8F32-1B/1T c°II d CL L p ° n¢ II ZV O _ _ �Z CO U O 8R30-0B/1T 4 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. N`L�U) U � 4I BOTTOM STEEL IN LINTEL IF ° .:��•' � (° • `== 0 (0 LU o ° ' INDICATE - SHOULD HOOK INTO ,�t° CM U. ¢ z ��O 1� 81`38 -1B/1T O z — I — oLO z ° O VERTICAL CELLS PER MD08 CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG: MCU - SUPPORT. LU r- DRAFTING: o , I a 1 T�- " -7 4 _ 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 ROUGH OPENING PER PLANol -- — 4 d b ° STD. 90 DEGREE ANGLE 3000 psi q,• I. - .4 I °' ti I (a CONC. W/ (1) #5 DIA. REBAR .. q �: Id 8" x 8" x 16" CMU U.N.O. 4 4 6.4IL INDICATES FILLED CELL FROM FT(,. TO TIE d� BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE ° ( MD08 FOR LAP INFO. a )A TYPICAL MASONRY CONSTRUCTION 3/4"=11-011 ° ' A GRADE 60 1 .... La •.h ,:.4 ;` :.•'r ',, .',:'•' ';,.°''. ; ;•: SEE DOWEL LAYOUT BEND 0 (2) 2x8 SYP #2 P,T. WOOD HEADER d. .� ° . NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT p' � <:'; licit' TURNED SIDEWAYS. ATTACH (2) 2x8 IS REQUIRED ON ..'. ' A d .,::•' :. -LINTEL PER PLAN '' ':P• , d a, EITHER SIDE OF )A TYPICAL MASONRY CONSTRUCTION 3/4"=11-011 ° ' A GRADE 60 1 .... La •.h ,:.4 ;` :.•'r ',, .',:'•' ';,.°''. ; ;•: SEE DOWEL LAYOUT BEND 0 (2) 2x8 SYP #2 P,T. WOOD HEADER d. .� Z¢0�2w Q _ - • SEE WF01/SD3 FOR INFORMATION. MIN. (1) :,•: p' � <:'; licit' TURNED SIDEWAYS. ATTACH (2) 2x8 IS REQUIRED ON ..'. ' . ° .,::•' :. -LINTEL PER PLAN '' ':P• , d a, EITHER SIDE OF )A TYPICAL MASONRY CONSTRUCTION 3/4"=11-011 DOOR OR WINDOW OPENING: MAX 41-011 REFER TO DESIGN 40 PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO ' A GRADE 60 1 .... La •.h ,:.4 ;` :.•'r ',, .',:'•' ';,.°''. ; ;•: SEE DOWEL LAYOUT BEND 0 (2) 2x8 SYP #2 P,T. WOOD HEADER PLAN FOR FILLED CELL Z¢0�2w Q _ - z ¢ SEE WF01/SD3 FOR INFORMATION. MIN. (1) :,•: p' � <:'; licit' TURNED SIDEWAYS. ATTACH (2) 2x8 IS REQUIRED ON ..'. ' 41 /4 .,::•' :. -LINTEL PER PLAN '' ':P• , 21/4 EITHER SIDE OF SYP #2 P.T. HEADER TO MASONRY ••' ;" .•' , 21/2 5 5/8 OPENING U.N.O. 20 3 WALL W/ SIMPSON HU28-2 OR HUC28-2 TRANSOM OPENING 32 #5 31 /8 7 113/4 25 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 7 151/2 40 #6 33/4 81/16 14 30 41/2 INTO HEADER. NAIL EACH PLY AND 181/2 48 #7 " 9 13/16 16 1/2 u 51/4 FRAME INFILL AROUND 21 3/4 56 EACH ADDITIONAL HEADER PLY W/ (2) 8R22-OB/1T DOOR OR WINDOW OPENING: MAX 41-011 REFER TO DESIGN 40 PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) ' A GRADE 60 WINDOW. BY BUILDER BEND 0 LENGTH LAP SPLICE BEND 0 (2) 2x8 SYP #2 P,T. WOOD HEADER LAP SPLICE Z¢0�2w Q _ - z ¢ SEE WF01/SD3 FOR "D„ 1NTERlOR/EXTERIOR ' licit' TURNED SIDEWAYS. ATTACH (2) 2x8 r ..'. ' 41 /4 MORE INFO , 21/4 4's/4 SYP #2 P.T. HEADER TO MASONRY ••' ''' r 21/2 5 5/8 91/2. 20 3 WALL W/ SIMPSON HU28-2 OR HUC28-2 121/2 32 #5 31 /8 7 113/4 25 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 7 151/2 40 #6 33/4 81/16 14 30 41/2 INTO HEADER. NAIL EACH PLY AND 181/2 48 #7 " 9 13/16 16 1/2 u 51/4 9 13/16 21 3/4 56 EACH ADDITIONAL HEADER PLY W/ (2) 8R22-OB/1T 16 GA. POWERS STEEL BOXED O F'•° . ;.'. ROWS OF 10d NAILS STAGGERED @ 6" z �,., (, 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH ¢ O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING: MAX 41-011 REFER TO DESIGN 40 PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS DO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE Z¢0�2w Q _ - z ¢ licit "D„ 1NTERlOR/EXTERIOR it licit' D #3 111A/8 41 /4 7 15 21/4 4's/4 91/4 24 #4 21/2 5 5/8 91/2. 20 3 55/8 121/2 32 #5 31 /8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 c LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK REBAR SPLICE DETAIL 3/4"=1'-0" #3=2%2" #4=2%2" #5=2%2" #6 = 3" #7=3%2" PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING T-0" T-0" 14'4" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL STANDARD LINTELS STANDARD LINTEL NOTES OLEAR OPENING 8 UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 81`32-113/81`32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000/1000 0 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. ¢ 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3 -2 1217 2165/1969 6113/2931 8672/4576 10000 / 6224 ( �- 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END W, 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 / 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN W 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6-2" 488 991/991 2661/2143 5681 /2698 6472/3685 T-0" 416 752/699-1843/1625 3486/2602 6390/3302 5. (°`) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD N r Yf CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS '* 8'-0" 354 726/699 1843 /1625 3486/2255 6205/2885 ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/1770 4006 / 2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN, DIMS Q 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY T 11'-2" 255 471/352 1075/1075 1838/1567 _ 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. (0 W 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL a Q 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 0 C) 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 MATERIALS o _ _ Co 16'-0" 0 284/0 950/0 1379/0 1997 / 0 -' 18'-0" 0 211/0 750/0 1177/0 1676 / 0 1. fc PRECAST LINTELS = 3500 PSI. 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. o 20'-0" 0 180/0 598/0 1024/0 1441 / 0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 20'-8" 0 145/0 550/0 981/0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE o c 22'-8" 0 110/0 450/0 824/0 1147 / 0 STRENGTH = 1900 PSL w z RECESSED LINTELS -FILLED z 0 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOWZ Ln CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB RELAXATION7/32 WIRE PER ASTM A510LL O 2'-4' 1694/1694 3725/3280 5499/5421 . . a 2'-8" 1425/1425 3343/3280 4933/4933 z Y T-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE 3'-4" 1081 /920 2769/171(3 4085/2839 j 4'-4" 846/833 2121/1716 3127/2839 LINTEL F = FILLED WITH GROUT O U W MARK REQUIREMENTS U = UNFILLEDa C/ 5'-4" 664/572 1761/1761 2595/2595 R =RECESSED &FILLED WITH GROUT a W 6'-4-4" 526/434 1539/1539 1329/2267 A s u- -- — -_ 7'" 480/322 1334/1334 1964/1552 O 8R6-OB/1T QUANTITY OF #5 REBAR @ 8'-411 415/235 1152/1152 1694/1552 O 8F8-0B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY 0 w 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-1B/1T �� QUANTITY OF #5 REBAR AT TOP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. —NOMINAL HEIGHT 3) POWERS STEEL LINTELS MUST ALWAYS BE FILLED. O° 8F16-1B/1T TYPE DESIGNATION LNOMINAL WIDTH A���a�l��a�d� 0) O 8R14-OB/1T s � ,�a���a ��•�®"��✓� w WALL L E G E N ® O�� ��° �q�� �; �� - 00 MIN. O 16'-0" 1i q. qI IN III t O 8F16-0B/1T 1-1/2" CLEAR U ` :. y;w' a®"® ��dLU o Q o z J 81`20-1 B/1 T Z¢0�2w Q _ - z ¢ 40� o Oi m Q U _ - 9-4 T.O.M. 1NTERlOR/EXTERIOR Oz' �izYoz E L6z " CLEAR _� w s d.' #5 REBAR n. w CIO O® z 'fl ¢�w�Qnz. �#5R BEARING WALL (OR LINTEL O 8F20-0B/1T U AT TOP MIN. 1 REQ'D O w � = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY ¢ Z C.M.U. - a .: ®ok ��G�;"'"'°"° 8R22-1B/1T LL Q r O HEIGHT W/ ARCHITECTURAL PLANS O (n Oz yam- GROUT = � 40 = � � O 8F24-1B/1T = KNEE WALL TOP U.N.O. �- _ - B #5 REBAR AT BOTTOM OF LINTEL �L �� 111111lim,�0 m . o o V - - - CAVITY -I- BOTTOM REINFORCING PROVIDED O z Z 0 8R22-OB/1T 16 GA. POWERS STEEL BOXED O F'•° 0 z 7-5/8" ACTUAL LINTEL z �,., (, 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL WIDTH ¢ -j 0 8F24-0B/1T 8" NOMINAL WIDTH o U ° Q W C SAFE LOAD A TABLE NOTES 0 W FILLED w O 8R30-1B/1TPq U) 1, ALL VALUES BASED ON MINIMUM 40" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED o W a J \ P O 8F32-1B/1T 1-1/2" CLEAR CL L p ° ZV O _ _ �Z CO U O 8R30-0B/1T .1 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ? U � ° —#5 REBAR AT TOP MIN. (1) REQ'D 04 Z 0 � 81`32 -OB/1T U O o d m ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. ¢¢ z ao � CM U. ¢ z ��O 81`38 -1B/1T O z — I — oLO z U) w �- U w O 8112 -1 B/OT CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG: MCU - SUPPORT. LU r- DRAFTING: o -DESIGN: O $1`40 -1B/1T �I`--- �`- BOTTOM REINFORCING PROVIDED MR/MB J � � � QC CHECK: 7-5/8" ACTUAL IN LINTEL (VARIES)w z Q � r; U) JOB No. PSQ-2180131 081`28 -1 B/1T 8" NOMINAL WIDTH w z Q z0 > 0 INDICATED w DATE: 02/08/18 Q O $F40 -0Bi1T UNFILLED z_j m oo> v CO qI IN III t 1/811=11-011 /811=11-011 - U :E S4C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. ro J '� Z¢0�2w Q _j w I— W Oz' �izYoz E L6z " CLEAR Q ¢�w�Qnz. �#5R O� a J w o .4. EBAR AT TOP MIN. (1) REQ'D O W .�.. Z a Q w U) va U LL Q r O o z w w TOP KNOCK OUT/ LINTEL BLOCK ¢ (n "°� 0 d (0OC'w <v4°.. COURSE - I— >< d e U m F- #5 REBAR AT BOTTOM MIN. (1) o o V �O�¢ REQ'D a Z N 16 GA. POWERS STEEL BOXED O F'•° 0 z 7-5/8" ACTUAL LINTEL z �,., (, 8" NOMINAL WIDTH ¢ -j POWERS STEEL o W W LL Q W C SAFE LOAD A TABLE NOTES 0 W w U) 1, ALL VALUES BASED ON MINIMUM 40" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED o W LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2 . SAFE LOADS FOR ALL RECESSED QZ CL LINTELS BASED ON 4" NOMINAL BEARING, 2. 0 =NOT RATED. �Z CO =) W cy W C 'Q .1 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ? U (/) ® 3: 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 0 � 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o O -a. 00 Z ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. zN 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. O ®" 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY BLDG DESIGN: --- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF cn STRUCTURAL ENG: MCU - SUPPORT. w DRAFTING: 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. -DESIGN: 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. STRUCT: MR/MB QC CHECK: CC U) JOB No. PSQ-2180131 ¢ SCALE: AS INDICATED w DATE: 02/08/18 Q 1/811=11-011 /811=11-011 - U :E S4C COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited. C, 2 M LO U ___j 0 0 U U C) FLOOR SHEATHING & NAILING PER PLAN. FLOOR TRUSSES PER PLAN. 9'-4" A.F.F. (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 Cil NAIL (2)-2x4 SPF#2 TOP PLATE TO TO THE TOP OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d NAILS @ 8" O.C. & 2" FROM EA. END. (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE, BUCKET TO HEADER W/ HUC410 HANGER W/ (18)-16d NAILS &(10)- 10d NAILS. BUCKET OPPOSITE END TO CMU WALL WITH HUC410 W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 10d NAILS. � L�J (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 KING STUD, NAILED PER HEADER SCHEDULE. STAIR FRAMING DETAIL 2x4 SPF#2 WALL W/ S O.C. MAX REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION NOT SHOWN THIS DETAIL FOR CLARITY. 3/4"=1'-0" I IAND EXTERIOR WALL FRAMING CONNECTIONS PER U NAILS. ; I I PLAN (NOT SHOWN THIS^� w ✓' I 1 DETAIL FOR CLARITY)XXX ����►iii89�l�ddd rn % GIRDER TRUSS O LU ai (2) 2X8 SYP#2 BEAM W/ PER PLAN w 10'- 8 3/4.. u 1/2" FLITCH PLATE. ❑~�`�w JimCJ3F06 CJ3 BUCKET TO COLUMNS ON Q �! NAIL (2)- 2x4 SPF#2 TOP EA. END WITH HUC48 w/ T_ ✓ PLATE TO THE TOP OF j ✓' THE 2x12 BEAM. NAIL. EA. PLY W/ 2 ROWS 10d -' H (' (� 1 .I i C9 �W Q NAILS @ 8" O.C. & 2" FROM D i EA. END. TOP PLATE' �A CJ5 SHALL BE STOPPED w 1 WHERE INDICATED ON CJ5 A5 ALLOWING THE BEAM TO o i �^ PASS UNDER THE FLOOR hal � A4 p Jr F06 D A3 (2) 2X12 SYP#2 BEAM W/ A2 1/2" FLITCH PLATE. REFER Al Al W Al o Q MIN. 2x8 SYP#2 JOISTS @ OU C) UU 00 Al (D B2xl2 BEAM W/ (2)-2x4 SPF#2 TOP PLATE TO SUPPORT STAIR LUS26 HANGERS EA. END. z -- - LANDING. REFER TO DETAIL 1/S5C. Al _ -- — STOP (2)-2x4 SP F#2 TOP PLATE, J ALLOWING BEAM TO PASS �0 Al BELOW FLOOR TRUSSES. REFER TO DETAIL 1/S5C. H2xl2 HEADER PER PLAN m Al - 1 19 5 V Q ri 5C FLOOR SHEATHING & NAILING PER PLAN. FLOOR TRUSSES PER PLAN. 9'-4" A.F.F. (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 Cil NAIL (2)-2x4 SPF#2 TOP PLATE TO TO THE TOP OF THE BEAM. NAIL EA. PLY W/ (2) ROWS 10d NAILS @ 8" O.C. & 2" FROM EA. END. (2) 2X12 SYP#2 BEAM W/ 1/2" FLITCH PLATE, BUCKET TO HEADER W/ HUC410 HANGER W/ (18)-16d NAILS &(10)- 10d NAILS. BUCKET OPPOSITE END TO CMU WALL WITH HUC410 W/ (18) 1/4" x 2-3/4" TAPCONS & (10) 10d NAILS. � L�J (2) 2x4 SPF#2 JACK STUDS & (1) 2x4 SPF#2 KING STUD, NAILED PER HEADER SCHEDULE. STAIR FRAMING DETAIL 2x4 SPF#2 WALL W/ S O.C. MAX REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION NOT SHOWN THIS DETAIL FOR CLARITY. 3/4"=1'-0" I IAND EXTERIOR WALL FRAMING CONNECTIONS PER U NAILS. ; I I PLAN (NOT SHOWN THIS^� w ✓' I 1 DETAIL FOR CLARITY)XXX ����►iii89�l�ddd rn % GIRDER TRUSS O LU ai (2) 2X8 SYP#2 BEAM W/ PER PLAN w 10'- 8 3/4.. u 1/2" FLITCH PLATE. ❑~�`�w W BUCKET TO COLUMNS ON Q �! NAIL (2)- 2x4 SPF#2 TOP EA. END WITH HUC48 w/ T_ ✓ PLATE TO THE TOP OF j ✓' THE 2x12 BEAM. NAIL. EA. PLY W/ 2 ROWS 10d -' H (' (� 1 .I i C9 �W Q NAILS @ 8" O.C. & 2" FROM o i EA. END. TOP PLATE' SHALL BE STOPPED w WHERE INDICATED ON THE FRAMING PLAN, ALLOWING THE BEAM TO o i �^ PASS UNDER THE FLOOR TRUSSES. p Jr ` (2) 2X12 SYP#2 BEAM W/ ❑ 1/2" FLITCH PLATE. REFER x TO FRAMING PLAN FOR W BEAM CONNECTIONS. o Q MIN. 2x8 SYP#2 JOISTS @ OU C) 16" O.C.W/ A35 ANGLES OR (D LUS26 HANGERS EA. END. z -- - — -- — - J H2xl2 HEADER PER PLAN m Q a O J LL_ W I— LL O 0 z O U z o � _ U) ry 2x4 SPF#2 NON-BEARING 0 U NAILS. WALL PER PLAN. 0 w IL III ����►iii89�l�ddd rn CL, ❑ O LU ai (2) 2X8 SYP#2 BEAM W/ w 10'- 8 3/4.. u 1/2" FLITCH PLATE. ❑~�`�w W BUCKET TO COLUMNS ON Q �! O.C.W/ A35 ANGLES TO EA. END WITH HUC48 w/ T_ '�� (14) 16d NAILS & (6) 10d j BEAM & LEDGER AT EA. END. ATTACH B2X12 BEAM TO -- -- 2X8 SYP#2 LEDGER W/ $ a A CMU USING HUC410 W/ (10) I F1 2 y STUD @1ILS 6" 0O.C.MAX d��®®0�"�e�� 10d NAILS & (18) 1/4"x2-3/4" r A D p 9la�lii� oo TAPCONS <8> FALSE FRAMING BY z — TRUSSES PER PLAN. O NOTE: COLUMN BUILDER, ATTACH BEAM TO CMU -- -- N FT3 TO SUPPORT U -- X o LANDING BEAM USING HUC410 W/ (10) 10d _ NAILS & (18) 1/4"x2-3/4" ® - -- _--- A ONLY - 2 STAIR LANDING DETAIL w r;> TAPCONS---___-- --- ---- ---- ---- -- o ------ r--- -1--- ---- ---- --- 3/4"=1' ❑ U r' w B2xl2 BEAM W/ (2)-2x4 `�" ---- I I Q S10 U o SPF#2 TOP PLATE TO ��� Q D5auy� SUPPORT STAIR LANDING. REFER TO DETAIL 1/35C. U ❑ Z LL LL 0 CO ®Ch z F02 I I O w .- r� z LL wUrw � J D N NJ N N N, N N N N O ❑ _j M Cfl E ® L��✓/J C7 w o o c� i sCr j W !� ZQ0�m F6 H2x8 I 1 SD1 IT— -HI U CO 7 �` o ® ----- I I T ---- ----- � O N p� - 1 FT4 E E� W ILL �Qp�w o B� D03 v Z �---� ❑ z z w z I✓ ® BW1 18 B SD1 z f' C) ¢ Q W J a S1 �I F4 O W Z�pM L.LI o D BW1. 2x4 SYP #2 BLOCKING @ 16" O.C. U = O F4 ATTACH EACH END TO TRUSSES<F1 S1 ? W/ (3) 12d TOE -NAILS. ATTACH BLOCKING TO WALL BELOW W/ D5 Q F4 DQ3 SIMPSON DTC CLIP to U SDI F1 F1 a0. Z CV E 4 18 FT2 D 0 F- F D02 S1 I ? z_ F- D D 9 s1 W W Dl WALL LEGEND ❑ _I D F4A D2 2 0 E W E1 F1 �� = 9'-4" T.O.M. = INTERIOR/EXTERIOR ^ LLJ 01 F1 p BEARING WALL (OR LINTEL w 0- 0) FO D D3 11'4' T.0.M. IF REFERENCED ON SHEET W W 4.3 E HEIGHT W/ 0 Z TYP. @ ENTRY U.N.O. D E2 K, ARCH ICTURAL PLANS z W CL 1 15X1 = KNEE WALL TOP Q @ 11'-4" z U.N.O. T_ CJ4 CJ5 f— a 3 C J CJ f- Uin® _ i AXCCn J3 ��1✓� CJ3 j co Z ❑ ON Ch Cr! C7M LO� (h z LJ_ w�� U CJ1 U U U U CJ1 BLDG DESIGN: --- c/) STRUCTURAL ENG: MCD W DRAFTING: - -- -DESIGN: --- U U U _.-STRUCT: MR/MB QC CHECK: CC ua JOB No. PSQ-2180131 Q SCALE: AS INDICATED I— LU FIRST L FRAN 1Nr-, P1 1�. AN 0 DATE: 02/08/18 NOTE. SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4'=V-0" co y bou COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. "- NAILS. u� w ����►iii89�l�ddd rn O LU ai CvA w 10'- 8 3/4.. u 2x8 SYP#2JOISTS @ 16" ❑~�`�w a �> Q� m'y�y z A. F.F. ( O.C.W/ A35 ANGLES TO z Q� q� Crm '�� BEAM & LEDGER AT EA. END. Lyj nom"'§ Q 00 U o V ©[ J C9 �W Q ATTACH B2X12 BEAM TO -- -- 2X8 SYP#2 LEDGER W/ $ a A CMU USING HUC410 W/ (10) I F1 2 y STUD @1ILS 6" 0O.C.MAX d��®®0�"�e�� 10d NAILS & (18) 1/4"x2-3/4" r A D p 9la�lii� oo TAPCONS <8> FALSE FRAMING BY z — TRUSSES PER PLAN. O NOTE: COLUMN BUILDER, ATTACH BEAM TO CMU -- -- N FT3 TO SUPPORT U -- X o LANDING BEAM USING HUC410 W/ (10) 10d _ NAILS & (18) 1/4"x2-3/4" ® - -- _--- A ONLY - 2 STAIR LANDING DETAIL w r;> TAPCONS---___-- --- ---- ---- ---- -- o ------ r--- -1--- ---- ---- --- 3/4"=1' ❑ U r' w B2xl2 BEAM W/ (2)-2x4 `�" ---- I I Q S10 U o SPF#2 TOP PLATE TO ��� Q D5auy� SUPPORT STAIR LANDING. REFER TO DETAIL 1/35C. U ❑ Z LL LL 0 CO ®Ch z F02 I I O w .- r� z LL wUrw � J D N NJ N N N, N N N N O ❑ _j M Cfl E ® L��✓/J C7 w o o c� i sCr j W !� ZQ0�m F6 H2x8 I 1 SD1 IT— -HI U CO 7 �` o ® ----- I I T ---- ----- � O N p� - 1 FT4 E E� W ILL �Qp�w o B� D03 v Z �---� ❑ z z w z I✓ ® BW1 18 B SD1 z f' C) ¢ Q W J a S1 �I F4 O W Z�pM L.LI o D BW1. 2x4 SYP #2 BLOCKING @ 16" O.C. U = O F4 ATTACH EACH END TO TRUSSES<F1 S1 ? W/ (3) 12d TOE -NAILS. ATTACH BLOCKING TO WALL BELOW W/ D5 Q F4 DQ3 SIMPSON DTC CLIP to U SDI F1 F1 a0. Z CV E 4 18 FT2 D 0 F- F D02 S1 I ? z_ F- D D 9 s1 W W Dl WALL LEGEND ❑ _I D F4A D2 2 0 E W E1 F1 �� = 9'-4" T.O.M. = INTERIOR/EXTERIOR ^ LLJ 01 F1 p BEARING WALL (OR LINTEL w 0- 0) FO D D3 11'4' T.0.M. IF REFERENCED ON SHEET W W 4.3 E HEIGHT W/ 0 Z TYP. @ ENTRY U.N.O. D E2 K, ARCH ICTURAL PLANS z W CL 1 15X1 = KNEE WALL TOP Q @ 11'-4" z U.N.O. T_ CJ4 CJ5 f— a 3 C J CJ f- Uin® _ i AXCCn J3 ��1✓� CJ3 j co Z ❑ ON Ch Cr! C7M LO� (h z LJ_ w�� U CJ1 U U U U CJ1 BLDG DESIGN: --- c/) STRUCTURAL ENG: MCD W DRAFTING: - -- -DESIGN: --- U U U _.-STRUCT: MR/MB QC CHECK: CC ua JOB No. PSQ-2180131 Q SCALE: AS INDICATED I— LU FIRST L FRAN 1Nr-, P1 1�. AN 0 DATE: 02/08/18 NOTE. SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 1/4'=V-0" co y bou COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LCC is strictly prohibited. WALL LEGEND = 9'-4" T.O.M. =INTERIOR/EXTERIOR BEARING WALL (OR LINTEL 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ = KNEE WALL TOP ARCHITECTURAL PLANS @ 11'-4" U.N.O. EXTERIOR FRAME WALL SCHEDULE (PARK SQUARE) WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 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 #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. n I J W �a0�1%IIIllyIli,� rn W/ STRAPS SO ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B S ''� ���, w SD5T /\ n \.F 'o®� V OOm006] Q 0 \ q,�0•�0 a ye\�Q� 000,E I hof oo 9®� '�'�j `.. W M 4 �' V Ld amu! cod �n QQ U Q dao z d- �v�C7� -a �0 6 Q CL Q z' u.J °O°°°°a Z 0 .�... 02/08/18 -------- zO 099D9911 0�'� m LL a O z O w Z�✓ O W C) ❑ J0)D(0r, o j DRAFTING: -DESIGN: -STRUCT: U O ~ ® ° w �y�tt Ld W W O z 0 o Q x 1j� oil 0 0 z ROOF FRAKj 1 A I N N Q .�... 02/08/18 -------- zO U) z O r O w Z�✓ W C) ❑ J0)D(0r, o O p m a O WLU 4 O T H T �/ 6L i- m pc — (OQGI>-Q U 0 LU LL D U) co J Z � � w Q O 0 w Z �_- o 0 LU We 0- Z CV ®� z 0 o U)>LU LU L W LU ee W 1:®U) LU F- W W Z CL W 5 U U) 0 3: w O W U) co Z W 4 � a. (L cv W BLDG DESIGN: --- co STRUCTURAL ENG: MCU W F� DRAFTING: -DESIGN: -STRUCT: 4zzF-W 0 Q ~ ® U<¢a a. H�o0 � o W W O z� Q x 1j� oil 0 0 z ROOF FRAKj 1 A I N N Q .�... o 0 LU We 0- Z CV ®� z 0 o U)>LU LU L W LU ee W 1:®U) LU F- W W Z CL W 5 U U) 0 3: w O W U) co Z W 4 � a. (L cv W BLDG DESIGN: --- co STRUCTURAL ENG: MCU W F� DRAFTING: -DESIGN: -STRUCT: --- MR/MB QC CHECK: CC U) JOB No. PSQ-2180131 Q z SCALE: _ _ - AS INDICATED ROOF FRAKj 1 A I N N Q DATE: 02/08/18 -------- NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEN® W 1/411=110 -" c S7C -COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LCC is strictly prohibited.