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HomeMy WebLinkAbout3767 Saltmarsh Lp 18-1054 (a) New Apt BldgLO N co C7 0 0 m 0 LO 0 CV) I 30'-0" 15'-4" 14'-8" 1141 14'-0" 111-411, 9,-011 4,.411 16'-0" 20'-8" 30'-0" (CA/C1OMP. 3050 S.H. (EGRESS) 214" 1114" First Floor Plan ')ABC) C (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'-0" (22x34) 3050 S.H. m 7� O 0 cn VANITY w/ MIRROR ABV. 42" HIGH KNEEWALL w/ TEMP GLASS ENCLOSURE ABV. U 0 N O N 1/2" GYPSUM BOARDS APPLIED TO THE UNDER STAIR SURFACE AND SIDES 0 m 0 (N 0 P T °i 4) N zo Y M 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 iPa • TR- TRANSOMn • GB - GLASS BLOCK • PKT - POCKET DOOR ^� • OBS - OBSCURED GLASS C_j m y • TEMP - TEMPERED GLASS-� • SH - SINGLE HUNG LU • DH - DOUBLE HUNG • HR - HORIZONTAL ROLLER • BP -BYPASS m • BF - BIFOLD__....._-- • TYP. - TYPICAL NOTE: SPECIALTY WINDOWS/DOORS, FIXED GLASS WINDOWS, AND TRANSOMS ARE NOTED ON °•"'°°®•y���'�>s PLANS,: NOTES: "� `a �� pt .3 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON'y mUj ° 0a U JOB SITE. ° v ° tv' 2. DO NOT SCALE PRINTS! CONSTRUCTION TO BE moo° ®°� 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. p p 4. A/C CONDENSER UNIT TO BE ANCHORED TO SLAB 0 O c PER CODE M307.2 & M1309.3. U 5. PROVIDE RECESS H&C WATER w/ DRAIN @ LL WASHER SPACE. r- r— (_0 . 6. VENT DRYER THRU EXTERIOR WALL U.N.O. r` Z3 i 1 07 N 7. PROVIDE COLD WATER LINE FOR ICE MAKER LINENm C0 (N Q @ REF. SPACE. 8. SAG RESISTANT DRYWALL ON ALL CEILINGS. LP (D " Q p c) E M 9. PULL ALL DIMENSIONS FROM THE REAR OF PLAN. .� 10. REFER TO EXTERIOR ELEVATIONS & TYP. DETAIL 00 0- LI SHEETS FOR EXTERIOR WALL FINISH SPEC'S. U) w 11. REFER TO DETAIL SHEETS FOR FLASHING Z REQUIREMENTS AT ALL WOOD TO MASONRY INTERFACES. E a o 12, ALL INTERIOR FRAME WALL DIMENSIONS TO BE 3 a rW i" U.N.Q. p c7 N D w 13. ALL EXTERIOR BLOCK WALL DIMENSIONS TO BE 7 0 � u o Z' U.N.O. ° --._.� _..._._.._.._ - (w o� 14. ALL INT. FIRST FLOOR CEILINGS AT 9'-4" U.N.O. = a D •• ALL INT. -SECOND FLOOR CEILINGS AT 9'-0" U.N.U. (D ,0 o. 15. C.M.U. & FRAME WALL SYSTEM SEGMENTS WHICH c� HAVE AN UNINTERRUPTED LENGTH OF 12'-0" OR U ° p� MORE SHALL BE CONSIDERED SHEAR WALL SWS = m o SHEAR WALL SEGMENTS. U) 16. OPENING BETWEEN GARAGE AND RESIDENCE o v ® a. 0 N SHALL BE EQUIPPED w/ A 20 MIN. FIRE RATED w SOLID WOOD OR HONEYCOMB CORE STEEL DOOR NOT LESS THAN 1 3/8" THICKNESS AS PER z z FBC-R302.5.1. L N L. Ly �_ i -a 17. INSTALL 5/8" TYPE X DRYWALL ON GARAGE o C) 0 , (n 40 z r» n C CEILING BENEATH HABITABLE ROOMS (EYP.) ^ V) , r V ) d - _r x 18. GARAGE DOOR TO BE CERTIFIED BY MFR. FOR 140 ui w M M.P.H. — w 19. ALL TUB & SHOWER UNITS WILL HAVE _ ANTI -SCALDING DEVICES INSTALLED. vwi E� w �p 20. ALL OPERABLE WINDOWS LOCATED MORE THAN o 72" ABV. SURFACE BELOW SHALL HAVE THE � r LOWEST PORTION OF WINDOW CLEAR OPENING A v, - -- -- MIN. OF 24" ABOVE FINISHED FLOOR BEING o p SERVER PER (FBC-R312.2). cID s � 21. ALL INT, DOORS TO BE U-8" TALL U.N.U. OR PER a 41 BUILDER / CLIENT o p U) o DOOR NOTE KEY: . r N C -0 m DOOR SIZE CALLOUT: Ld o 0 U -)M p 20 = 2'-0" 40 B.F. = 4'-0" BIFOLD cin 24 = 2'-4" 50 B.F. = 5'-0" BIFOLD z, 0 } 0 26 = 2'-6" 60 B.F. = 6'-0" BIFOLD U 9 � w p C 28 = 2'-8" ¢ 4-d N s 30 = T-0" a < w Ln O a- WIN®OW NOTE KEY: WINDOW SIZE CALLOUT: o 2040 = Z-0" x 4'-0" `' 2050 = 2'-0" x 5'-0" 1- o � 2060 = 2'-0" x 6'-0" V)LLJ z • ALL WINDOW CALLOUTS ARE MEASURED IN FEET & INCHES AS PER THE EXAMPLE TABLE ABOVE. LJ Area Tabulations sISSUE DATE 03/07/2018 Living: (/) E Uj 1 st floor: 1,324 Sf REVISIONS 000 LL] -- _ 2nd Floor: 754 sf s PROJECT: 18-0181 0- Total Living: 2,078 Sf x SCALE: AS NOTED L DRAWN BY: JML & JFT entry: 62 Sf - DESIGNED BY:_MJS J covered lanai: 112 Sf FLOOR PLAN garage: 420 sf 91--' --- - Total Area: 2,672 sf 02 J of 3 kL i�e�t�l��rrrrr�, -f�i0anunananuao, °' '�✓' 1b°. a w' mm A� ° co O u j m� <r � W 9 v Q Do 0000 ;. 1 00 o 00 © r d- CD C:) rO co U O J(n Z3 Cil C) vi ' �n c: N Q � C3� N M 07 N O .-. C p I` �- O O d- E O E d -- co a- u- Lu v Z 7- (L (. 0 w E z c w V � Q) 7 L Q) U Q iJ O T-100 0 CL o \P4-JN Pr fl� ® 4O s . M , � (n � M 4.1 O J ----------- C7 C7 N � Q) �C) '5 O O- (A C7 L- oC �N cv V N L d-0 -0 M O V m n C= Q Q) d" OO � Q - -0 Q) v c c -J o 0 Q w Ln O m I a ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0181 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS UFLOOR PLAN of 3 I'- 0), (t3 � F ®,y° qI ®�.(3) (1. Qo�y w �� ° Ooa v ®m 'j cn t5 m ° � go �� � �" (�, quo,@• ��g��1919777 `� d' O O O U LL CCS p_) L c O O a) O . �- O O 'T E O F d LO M 00 Q L1 LL c U) M w .F z Q) z v I v E O w W O W V O i N i 7 L 4J V) i 0c) 0 LJ fl. O N4, LCL.. F L ® V) o J C) Ca N � v m .T a (J1 Ca O M i � 00 N V N Ln 4— O u.. n O o M ;~ O O 4i r- (5 Q w Ln O 0 0- -ISSUE I S S DATE 03/07/2018 REVISIONS PROJECT: 18-0181 SCALE:_ AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "A" I'- �i � r - 9,+ CO i111"�i o 0y�9v °�®DLL i � O Q � D u• w a 00'� � n �o® O 4 7tl9a! �� Or" dCD O CN O � U O J cn :3 <9 p) p _0 < �0-) W N M � (N C.O O C c ^r- 0 �. co CL LL. w w _ z wz �g r C O � W O _(9 N w :3 W U o NN L Q) (f) Q N O n 00 0 r -9 N 1 r C� �CD /y O W ® + 4- n O J O C) N � (U 4-J O =3 O Q T --i + L_ U Op N fa O V) ca n V_ O .LQ C o V_ cn 0- -0 � j L c c U N .� < O a ISSUE DATE 03/07/2018 REVISIONS PROJECT: 18-0181 SCALE: AS NOTED DRAWN BY: _JML & JFT— DESIGNED BY: MJS ELEVATIONS "A" I -- PRE -WIRE \ CLG. FAN/LITE WA�P )AF ' F PRE -WIRE CLG. FAN/LITE F \\ I I 1 I/ \I I� 11 I' PRE -WIRE I CLG. FAN/LITE II I A AF \ I` �I i \ i AF C� C.M.S.D. \ GFI AF P I PC. AF - PENDANT LIGHT AF PRE -WIRE (3 -TY U/C GFCI FOR DISPOSAL & DW. _--- - -- _ I i i 42" �AF �lI\ �' - EXTRA DUTY GFI S. D. I ( 12„1 f) �'' '� -_ / II GFI I II SAF ( 42'1' 42" 42" -- 4211 - GFI GFI( 7GFI,( L 42,,- I PC~ I'=\GFI@ ----- GARAGE CLG. -.-------.-_- ----- - - - - - I IAF GFI @ 42" I First Floor Electrical Plan "A,B,C" (Standard) SCALE: 1/8" = T-0" (11x17) 1/4" = T-0" (22x34) (W WP GFI I OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND 200 AMP SERVICE - AMP METER MAIN DISC. TYP. - ELECTRICAL UNDERGROUND — PANEL SERVICE BY (20 CIRCUITS) POWER CO. 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 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 NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. 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 AFCI PROTECTED. 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, FBG 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: CEILING MOUNTED LIGHT PC PULL CHAIN LIGHT RECESSED LIGHT N_ \ WALL MOUNTED LIGHT- — WALL WASH RECESSED DUPLEX RECEPTACLE =� 220 V RECEPTACLE 1/2 HOT, 1/2 SWITCHED WP_ WATER PROOF RECEPTACLE _j: =) FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN ©GFI GROUND FAULT INTERRUPT WALL SWITCH 3 -WAY SWITCH DIMMER SWITCH TELEPHONE JACK CABLE JACK �o Iq E i \� PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT ELECTRICAL PANEL CHIME 00 I I-C_J DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH ELECTRICAL METER SMOKE DETECTOR S.D. C.M.S.D. CARBON MONOXIDE /SMOKE DETECTOR CEILING FAN 1 _11 WALL SCONCE \o CHANDELIER 4\ SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT I 05 FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR C\ U SPEAKER JUNCTION BOX U L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION C) v --- d- CD E C) 0 �coU J CO CO 0 N W N co 0 0 E 0 � E1 LoM >< , += ti3 o � rn w N z z � d s w E z Q 0 Li uuw o owo (Dw O ry _< G o V„ w E2 oCL v v m� O �� a1 V) L v 0- oa Co a 0 n Aj ® E M Cl - Y) �°) � L A �+ L (� NE LL r� c _j M v7 -w ;L U J J L 1 Z �< rm 0 �V) 75 C) o C] A' N 'j o .r Ca p- Q �o c 00 N �j a V N r¢ 0 V m Q °�' cv u - o nC 0 .� c = z cn Q -0 Q j O z L < C NN _f__ 3 LLj Q Lu Ln O 0- 2: LJ 2:w 3= 'w n � - G i il D: �Ld w �C n kf L ISSUE DATE 03/07/2018 n p _.__. _.__.---.__ LL L REVISIONS '. �5 PROJECT:18-0181 � Z SCALE: AS NOTED L zDRAWN BY: JML & JFT DESIGNED BY: MJS D ELECTRICAL LAYOUT c 07 _., -AF :1C ............ AF ........... PRE -WIRE CLG. FAN/LITE _.--- AF PRE -WIRE \ CLG. FAN/LITE AF� I I I ----------——— — — — --- (0 SA I AF PRE -WIRE CLO. FAN/LITE AF� TO SWITCH BELOW Second Floor Electrical Plan "A,B,C" (Standard) SCALE: 1/8" = 1'-0" (11x17) 1/4" = 1'•0" (2204) _. J I I I I I ( OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND GENERAL N ®TES KEY: 200 AMP SERVICE METER UNDERGROUND - SERVICE BY POWER CO, AMP MAIN DISC. TYP. ELECTRICAL PANEL (20 CIRCUITS) 4/0 SCR AL. #2 -GROUND TO (2) 5/8" RODS (6' APART) ALSO SERVICE TO BE BONDED TO FOOTING STEEL NEMA 3 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 NOTE: ALL ELECTRICAL WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA BUILDING CODE. (2017) THE ABOVE ELECTRICAL LAYOUT IS FOR BID PURPOSE ONLY. POITIVA 11 -- 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 AFCI PROTECTED. 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. � � JW 10. OUTLETS LOCATED WITHIN 6'-0" OF A WET AREA ARE TO BE GFCI PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TO BE 42" A.F.F. (U.N.0.). 12. ALL SMOKE/CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED, INTERCONNECTED AND AFCIPROTECTED. 13. 8'-0" HEIGHT VANITY LIGHTS IN MASTER BATHROOM AND 7'-0" IN ALL OTHER BATHROOMS. NOTES: • THIS DIAGRAMMATIC PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. IT IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OF ALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE AS REQUIRED PER NFPA, NEC, FBC CODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. • LOCATION OF FIXTURES AND / OR OUTLETS ARE SUGGESTED LOCATIONS AND MEET MOST LOCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY BE MADE BETWEEN THE OWNER AND BUILDER IN THE FIELD. • ALL ELECTRICAL WORK AND APPLIANCES ARE IN FULL COMPLIANCE WITH N.F.P.A., N.E.C., F.B.C. 6TH EDITION (2017) RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. • VARIOUS SYMBOLS ON ELECTRICAL LEGEND MAY OR MAY NOT BE USED ON THIS PLAN. ELECTRICAL KEY: CEILING MOUNTED LIGHT `�pC PULL CHAIN LIGHT A.F. ARC FAULT PROTECTION O T' ,q- O O O � U _j LL c� U) N (0N 3 .L Q 0-0) cA cA N W 07 CNO co p .-. N = p O E do tet - Lo W c- o Q 0- LL _rn w n z z E, w o � w ULU Q w � �w O� 0� aCL U � Lio o� � V) (-o Co 0 � o v 4--J E_j Ill M ` a zw W E u - z) u, C) ® , LjC L l cn r � (Yn o ¢� rA h (n _ Li o -a J G 1 Z -dM Zo h C� o C7 L T fu 4-J C7 CD a Cr O CE `1 _0 ,moi Ol ry 00 N } Q CJ -0 N L!) o � M n CD cn n w O O v c)x v) C7 4-+ CO O rN «. Q III In O d .J W .� LO D� n� -o nz > JO ISSUE DATE 03/07/2018 q - - nL' o REVISIONS C --_ 1 PROJECT: v- 18-0181 — z SCALE: AS NOTED __._.-. L DRAWN BY: JML & JFT� 2 DESIGNED BY: MJS afELTECTRICAL LAYOUT z ,I RECESSED LIGHT WALL MOUNTED LIGHT WALL WASH RECESSED DUPLEX RECEPTACLE 220 V RECEPTACLE _® 1/2 HOT, 1/2 SWITCHED AWP WATER PROOF RECEPTACLE FLOOR RECEPTACLE PRE -WIRE FOR CLG. FAN GROUND FAULT INTERRUPT _.._WALL SWITCH - 3 -WAY SWITCH- �GFI �o DIMMER SWITCH II TELEPHONE JACK E I CABLE JACK PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT i ELECTRICAL PANEL CHIME C� I Cl DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH ELECTRICAL METER (J S.D. SMOKE DETECTOR CXS.D.- CARBON MONOXIDE / SMOKE DETECTOR CEILING FAN 1 WALL SCONCE CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT I 0 FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR ® SPEAKER d0 JUNCTION BOX 0 L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION O T' ,q- O O O � U _j LL c� U) N (0N 3 .L Q 0-0) cA cA N W 07 CNO co p .-. N = p O E do tet - Lo W c- o Q 0- LL _rn w n z z E, w o � w ULU Q w � �w O� 0� aCL U � Lio o� � V) (-o Co 0 � o v 4--J E_j Ill M ` a zw W E u - z) u, C) ® , LjC L l cn r � (Yn o ¢� rA h (n _ Li o -a J G 1 Z -dM Zo h C� o C7 L T fu 4-J C7 CD a Cr O CE `1 _0 ,moi Ol ry 00 N } Q CJ -0 N L!) o � M n CD cn n w O O v c)x v) C7 4-+ CO O rN «. Q III In O d .J W .� LO D� n� -o nz > JO ISSUE DATE 03/07/2018 q - - nL' o REVISIONS C --_ 1 PROJECT: v- 18-0181 — z SCALE: AS NOTED __._.-. L DRAWN BY: JML & JFT� 2 DESIGNED BY: MJS afELTECTRICAL LAYOUT z ,I 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 1N 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 (f'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 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 Ib/int U.N.U. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =265Q Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc 1= 450 Fc 1= 900 Fc = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. WIND PRESSURE & SUCTION CEILING CONSTRUCTION LINTEL PLAN 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-133 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-133. ("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 BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" O 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 S5A (PSF) WIND NOTES &CONNECTOR LEGEND SiA (+) VALUE DENOTES PRESSURE AREA (SQ FT) GENERAL DETAILS SD2 -) VALUE DENOTES SUCTION AREA GENERAL DETAILS SD4 10 (+) 21.2 (+) 21.2 SD6 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 co m LL (-) 22.0 (-) 26.4 NUMBER (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 {+) 18.0 4/10/2016 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16-0" x 7'-0" HG (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 �a� 5 5 Y 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 FORA TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. INDEX OF DRAWINGS SHEET SHEET TITLE SC STRUCTURAL NOTES S1A FOUNDATION PLAN S2A DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4A LINTEL PLAN S5A FIRST FLOOR FRAMING PLAN S6 NOTES &CONNECTOR LEGEND SiA 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 co m LL 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, LLC is strictly prohibited, z w co LU a 0 N z O z U c� z ❑ CO 0 LL w X F_ LL O W z O O a. o' W x O s w CL O U z ¢ LU I­_ a_ Q T_ U LL O z O 5 O CL W F- U F- W ❑ LL O z O U O J W H W U z o: O U U z ❑ w W O n. C� z D O ❑ z W T_ ❑ z 07 O H W z 0 W ❑ 07 W cx F- U D o_ CO J z W ❑ U) W T F- cc Q ���®a®®aaae vz, rn ti ` �✓�-a�� ���� ;V, w co 00 �' r cr rt o 1 1 co ' �� 0+v_y 0 p'+'y /^J� r°'�`•",_te�l!,, 4✓4 �i�n Lu ry 0 co m LL F- QW m W z O Z� W _O F a U W U) LU ¢ C) w W LL' U ��• 11 �� �r>, d z 8. o (z1 Z o W a U.�� V o 3Jy � z am Z yj L�LIUtr,-w 0 U `_ F- E J Q -0 N Q> C�wzQco S �. Z¢OJIL(O J0 Q�-b 00c W U)O"Q�u10 I- :DZo -rzwz E n� 0<SWYo W // � LL <LL Oma. J Z �P 0Q U) Z r H 0 t� > Ll j W ® W j W W u L!d n� Z Oq W w v ch0i W U1 O 00 Z tz Q® BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No, PSQ-2171168 SCALE: AS INDICATED DATE: 02/08/18 S -C cc Q v- Oo n 0 MF01 S3 02 S3 F L 30'-0" 0 00 N MF01 S3 C? ZD LO SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. 1/4"=11-011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1 A 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 WWM, 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 c@r. 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 W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. J Q F - z W ❑ co W a a N z O 7" ����a11�8tl�1�9diyd®// 00000000 % `� � 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 15-4" 14'-8" *�'- ,�o° v w 'g 7CM U_ U 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS '� "°uJ oo 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL LL � � - - "� � I 02/08/18 2 PAVERS �, w �'�be�tW�- �® z G� z LL3 (IMF 01v I ❑ rn LU m v 6 °�� r. o Z U BARS & 3" MIN. COVER TO EDGE OF CONC. a °�° l -)0'-4" Y SlA M I ®� p MF01 S3 S3 MF01 S3 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" Q U) Z 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH u5 SIDE 6" O.C. N MI 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. Zi 2O r 0 N MIN (3) # 5 E.W. Op � U I^- E BARS & 3" MIN, COVER TO EDGE OF CQNC.Q ®I U OJ O 0 u� z - N W 16'-0" FOo G� S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. r Z 0 COQ BARS & 3" MIN. COVER TO EDGE OF CONC. W I=- 2 <~� Q _O _j W (�, LU UO ~aa ❑ } N Q� -q- 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN # MIN. 2" HORIZ. CLEARANCE BETWEEN (4) 5 E.W. (n O ca 0'-0" FIN. FLR. I I COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS C ' T — - - o ® 4" THICK CONC. SLAB W/ < 4 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W F" Q o T_ z Y 0 E FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE FIBERMESH. OVER 6 MIL VAPOR — U ~ BARRIER OVER COMPACTED FILL. _ I?— BARS & 3" MIN. COVER TO EDGE OF CONC. —` - MFG PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F - S3 ----® --- — 4'-4"- 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN --.—._.._.—.. — ---- — — — ^ 00o I I - q OoilI I r O O ( O---- Z I IQ II O o FMFO BARS & 3" MIN. COVER TO EDGE OF CONC. U < L i S3 I LJ ® r r WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 3'-6" b O O cw �I N ()0'-4" -'T ❑ a SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, I I 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ®I - a0 MFO MFO I OO BARS & 3" MIN. COVER TO EDGE OF CONC. S3 _ � U _ S3 ® f" 00 9'-4" (2 -STORY FTG) 4O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN 20'-0" F1 F01 I 0 DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). BARS & 3" MIN. COVER TO EDGE OF CONC. o J ❑ j UJI W Uj U' o 4A 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. S BARS 3" MIN. COVER TO EDGE OF CONC. S3 S32.3 z :E _j O W o d 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. IF-im L_ MIN (8) # 5 E.W. -— W Q r N BARS & 3" MIN. COVER TO EDGE OF CONC. O_ r O w F � Z � Q W I I MF02 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN U_ U `` PAVERS J PSF. - O O U a� r S3 cn Iz- J f-- C Q t MF13 54"x54"x16" dp w/#5's EQUALLY SPACED EA. ( ®_ IM M MIN (8) # 5 E.W. I S3 D1 BARS & 3" MIN. COVER TO EDGE OF LONG. O W 00 Z - S2A I 2.6 ® ® ® � z �5 a N go 60"40"x16" dp w/#5's EQUALLY SPACED EA. STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q DO D D01 D MIN (9) # 5 E.W. LU BARS & 3" MIN. COVER TO EDGE OF CONC. 2'-4" 16'-0" 2'-4" 8" FOOTING SIZES PENDING DEPTH OF STEMWALL. 7'-8" 1'-0" DRAFTING: 20'-8" WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 9'-4" -DESIGN: --- 30'-0" 0 00 N MF01 S3 C? ZD LO SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. GRADE 60 #5 CONT. FT.G TO TIE BEAM. 1/4"=11-011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 4" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1 A 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 WWM, 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 c@r. 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 W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. J Q F - z W ❑ co W a a N z O 7" ����a11�8tl�1�9diyd®// 00000000 % `� � 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. Q a, O''t *�'- ,�o° v w 'g DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED U_ U 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS '� "°uJ oo 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL LL � Q ° �� ; - - "� DATE: SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE 02/08/18 Z �, w �'�be�tW�- �® z G� z AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN ❑ rn LU m v 6 °�� r. o Z U 9. NO WOOD STAKES PERMITTED IN FOUNDATION. Q ® �+�v j00000c000°v ,®e LLI Q 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED O v w 'g DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED U_ u- 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS m AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL � FOOTING STEP DOWN AND CORNER INFORMATION. O DATE: � U 02/08/18 Pq 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.CK W M BARS & 3" MIN. COVER TO EDGE OF CONC. CO SlA M 2j#-5_P_A 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE p W 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" Q U) Z 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH u5 SIDE 6" O.C. LL W U r W C) 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION � U I^- E BARS & 3" MIN, COVER TO EDGE OF CQNC.Q U OJ O 0 u� z - N W 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. r Z 0 COQ BARS & 3" MIN. COVER TO EDGE OF CONC. W I=- 2 <~� Q _O _j W (�, LU UO ~aa ❑ } N Q� -q- 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN # MIN. 2" HORIZ. CLEARANCE BETWEEN (4) 5 E.W. (n O ca BARS BARS & 3" MIN. COVER TO EDGE OF CONC. COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS C ZQO��ui o o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W F" Q o T_ z Y 0 E FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE s — U ~ - - BARS & 3" MIN. COVER TO EDGE OF CONC. —` - W Q -� �- ¢W C7 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL F - O 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O O L I Z CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO O o BARS & 3" MIN. COVER TO EDGE OF CONC. U < (n O WO r - 42"02"x12" dp w/ #5's EQUALLY SPACED EA. FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. ®' BARS & 3" MIN. COVER TO EDGE OF CONC. ❑ a SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, Q 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. a0 Z BARS & 3" MIN. COVER TO EDGE OF CONC. COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 2 z ® f" 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). BARS & 3" MIN. COVER TO EDGE OF CONC. o J ❑ j UJI W Uj U' o 4A 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. S BARS 3" MIN. COVER TO EDGE OF CONC. THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS z :E _j O W U) 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. T W BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 BARS & 3" MIN. COVER TO EDGE OF CONC. O_ F- N w F � Z � Q W 4.3 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. PSF. Z U BARS & 3" MIN. COVER TO EDGE OF CONC. cn Iz- J f-- C Q t 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TOW OU WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 3: ULI (j)0 a BARS & 3" MIN. COVER TO EDGE OF LONG. O W 00 Z DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE F'- WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W. � z �5 a N 60"40"x16" dp w/#5's EQUALLY SPACED EA. STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND Q O - WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. LU BARS & 3" MIN. COVER TO EDGE OF CONC. u) W STRUCTURAL ENG: MCD FOOTING SIZES PENDING DEPTH OF STEMWALL. Q DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE C (-) W QC CHECK: CC HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- W W CONTACT E.O.R. PRIOR TO CONSTRUCTION pl 0 = 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 O W MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION u�`^ PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE O CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U REQUIREMENTS ARE MET. O 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. H cn JOB No. � Q v w 'g AS INDICATED FOOTING SCHEDULEUi z � _. W DATE: � U 02/08/18 Pq 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W.CK W M BARS & 3" MIN. COVER TO EDGE OF CONC. CO SlA M 2j#-5_P_A 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" U.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" Q U) Z 0 SIDE 6" O.C. LL W U r W C) 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O U I^- E BARS & 3" MIN, COVER TO EDGE OF CQNC.Q U OJ O 0 u� z - N W 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Z 0 COQ BARS & 3" MIN. COVER TO EDGE OF CONC. W I=- 2 <~� Q _O _j W (�, LU UO ~aa ❑ } N Q� -q- 2.5 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN # MIN. 2" HORIZ. CLEARANCE BETWEEN (4) 5 E.W. (n O ca BARS BARS & 3" MIN. COVER TO EDGE OF CONC. ZQO��ui o 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W F" Q o T_ z Y 0 E 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U ~ U F- W q T BARS & 3" MIN. COVER TO EDGE OF CONC. Q m ~ W Q -� �- ¢W C7 O 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O O L I Z o BARS & 3" MIN. COVER TO EDGE OF CONC. U < (n O WO r - 42"02"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. ❑ a �---- 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. a0 Z BARS & 3" MIN. COVER TO EDGE OF CONC. 2 z ® f" 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. o J ❑ j UJI W Uj U' o 4A 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. S BARS 3" MIN. COVER TO EDGE OF CONC. z :E _j O W 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. T W BARS & 3" MIN. COVER TO EDGE OF CONC. F- N w F � Z � Q W 4.3 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. cn Iz- J f-- C Q t 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 3: ULI (j)0 a BARS & 3" MIN. COVER TO EDGE OF LONG. O W 00 Z 54"x54"x24" dp w/#5's EQUALLY SPACED EA.~ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W. � z �5 a N 60"40"x16" dp w/#5's EQUALLY SPACED EA. BLDG DESIGN: --- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. LU BARS & 3" MIN. COVER TO EDGE OF CONC. u) W STRUCTURAL ENG: MCD 66"x66"x16° dp w/#5's EQUALLY SPACED EA, DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC. -STRUCT: MR/MB QC CHECK: CC 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. H cn JOB No. PSQ-2171168 Q SCALE: AS INDICATED z ---- _. W DATE: 02/08/18 D W M CO SlA M H s Y iV zo 11 19 N c7 O i� LIN SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (6-0" O.C. MAX U.N.O.) 0 INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. G INDICATES GROUT FILLED CELL WITH NO REINFORCEMEN T. �- z LU INDICATES 45 CORNER BLOCK GROUT FILLED WITH (2) VERT. w 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 ❑0 PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). I z O 1= ca U O 9e •� . u �y1 II r O Z o,v) O O r a � y r W e �C U � oD z L6 cn k.0 Q .09 (j O I3811I%' Q p LL o J "' w H LL O Z U O_ W � 7 Q w �- ® V) w W i THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") z n w w T O w z 0 W a 75 AT CORNERS PRECAST "U" a METAL LATH OR WIRE SCREEN PROVIDE LINTEL W/ 3000 BAR SIZE OVER COURSES NOT REQ'D STANDARD #5 psi CONC. PER TURNED SIDEWAYS. ATTACH (2) 2x8 TO BE FILLED. (SHEET METAL HOOK BAR, LAP LINTEL PLAN. IF NO & PAPER FELT PROHIBITED) OTHER BARS INTO CORNER AS REQ'D REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ' HOOK PER r MD08 LINTEL PER PIAN . ad4° . -- -- - i— a . . d ' ° , q 4. .�.G.� d ....... 97a 4 —Ile 17.4 a ..�. a...T. —� W •q v °. 4 e ' 4 q, d O ° - v •k1 I. W v 47Z. v d "° �.v d c d '.. I •° � X W w z ° 0 W u- IINo�W a- 4 •.II;c• zmUQ W 4. BOTTOM STEEL IN LINTEL IF c0 W INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08a ° a° 9 ROUGH OPENING PER PLAN — q 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 STD. 90 DEGREE ANGLE 3000 psi lQ CONC. W/ (1) #5 DIA. REBAR ° ' >f!1 I 11! I I '.lol TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 (2) 2x8 SYP #2 P.T. WOOD HEADER BAR SIZE JPLAN SEE DOWEL LAYOUT ------ TURNED SIDEWAYS. ATTACH (2) 2x8 LENGTH 4 ' �. MORE INFO NO -SHEAR WALL AT OPENING T � TYPI AL SHEAR WALL SEGMENT LINTEL PER PIAN ,q• -- -- - i— --- a e_C4 • 4. 41/4 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 (2) 2x8 SYP #2 P.T. WOOD HEADER BAR SIZE JPLAN SEE DOWEL LAYOUT ------ TURNED SIDEWAYS. ATTACH (2) 2x8 LENGTH 4 ' �. MORE INFO "All . d1 T � "Dfv INFORMATION. MIN. (1) 1113„ LINTEL PER PIAN ,q• #3 REQUIRED UIRED ON Q 41/4 HANGER @ EA. END. USING (14) 1/4" • .. 41/4 91/4 EITHER SIDE OF #4 21/2 5 5/8 91/2 INTO HEADER. NAIL EACH PLY AND A OPENING U.N.O. 121/2 32 EACH ADDITIONAL HEADER PLY W/ (2) - • .a 11 3/4 25 d 7 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @a GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 (2) 2x8 SYP #2 P.T. WOOD HEADER BAR SIZE JPLAN SEE DOWEL LAYOUT ------ TURNED SIDEWAYS. ATTACH (2) 2x8 LENGTH FOR FILLED CELL MORE INFO "All SYP #2 P.T. HEADER TO MASONRY T � "Dfv INFORMATION. MIN. (1) 1113„ LINTEL PER PIAN ,q• #3 REQUIRED UIRED ON Q 41/4 HANGER @ EA. END. USING (14) 1/4" • 21/4 41/4 91/4 EITHER SIDE OF #4 21/2 5 5/8 91/2 INTO HEADER. NAIL EACH PLY AND 3 OPENING U.N.O. 121/2 32 EACH ADDITIONAL HEADER PLY W/ (2) - 7 11 3/4 25 ROWS OF 10d NAILS STAGGERED @ 6" 7 151/2 TRANSOM OPENING #6 O.C. AND MIN. 2" FROM ENDS. 81/16 14 30 41/2 81116 181/2 48 #7 43/8 9 13/16 16 1/2 35 DOOR OR WINDOW OPENING 9 13/16 21 3/4 56 T-0" MAX 4'-0" 752/699 REFER TO DESIGN 3486/2602 6390/3302 8'-0" 354 PLANS FOR REQUIRED IN -FILL FRAMING o 3486/2255 6205 / 2885CONDITIONS. f FRAME INFILL AROUND DIMENSIONS c� fi DO LINTEL W/ TRANSOM DETAIL 4754/2489 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @a GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 1 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) WINDOW BY BUILDER GRADE 40 (2) 2x8 SYP #2 P.T. WOOD HEADER BAR SIZE :; • .. SEE WF01/SD3 FOR � .'.,:,. ,...' TURNED SIDEWAYS. ATTACH (2) 2x8 LENGTH LAP SPLICE MORE INFO "All SYP #2 P.T. HEADER TO MASONRY T � "Dfv / , 1113„ WALL W/ SIMPSON HU28-2 OR HUC28-2 b 9 #3 17/8 41/4 HANGER @ EA. END. USING (14) 1/4" c0 21/4 41/4 91/4 DIA: x 2 3/4" TAPCONS & (6) 10d NAILS #4 21/2 5 5/8 91/2 INTO HEADER. NAIL EACH PLY AND 3 55/8 121/2 32 EACH ADDITIONAL HEADER PLY W/ (2) - 7 11 3/4 25 ROWS OF 10d NAILS STAGGERED @ 6" 7 151/2 40 #6 O.C. AND MIN. 2" FROM ENDS. 81/16 14 30 41/2 81116 181/2 48 #7 43/8 9 13/16 16 1/2 35 DOOR OR WINDOW OPENING 9 13/16 21 3/4 56 T-0" MAX 4'-0" 752/699 REFER TO DESIGN 3486/2602 6390/3302 8'-0" 354 PLANS FOR REQUIRED IN -FILL FRAMING o 3486/2255 6205 / 2885CONDITIONS. 9'-2" DIMENSIONS c� fi DO LINTEL W/ TRANSOM DETAIL 4754/2489 10'-0" 292 567/454 1366/1277 3/4"=1'-0" 4006/2263 10'-8" 277 492/352 1254/1132 2193/1567 0 11'-2" 255 471 /352 1075 / 1075 m 1 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) LINTEL LOAD TABLE CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 1'-6" "All "B" T � "Dfv "All 1113„ 11CT1 "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 11 3/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81116 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 U m LAP SPLICE EMBEDDED STANDARD 900 HOOK STANDARD 180° HOOK REBAR SPLICE DETAIL 3/4"=1'-0" #3=2%" #4=2%2" #5=2%2" #6=3" #7=3%2" PRECAST LOADS LISTED BELOW HAVE BEEN APPROVED MAN, CAST -CRETE, LINTEL LOAD TABLE CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING QUALITY PRECAST CO., LOTT'S CONCRETE, POWERS STEEL GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, & POWERS STEEL STANDARD LINTEL NOTES 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 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 MATERIALS 1. f'c PRECAST LINTELS = 3500 PSI. 2. f PRESTRESSED LINTELS = 6000 psi, 3. GROUTED PER ASTM C476 f = 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 RELAXATION. 7/32 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F =FILLED WITH GROUT MARK REQUIREMENTS U =UNFILLED R = RECESSED & FILLED WITH GROUT O a 8R6-0B/1T - QUANTITY OF #5 REBAR @ 8F8-0B/1T ij-� BIl T BOTTOM OF LINTEL CAVITY O 8R14-1B/1T mm�—QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT 81716-113/1T Oe TYPE DESIGNATION NOMINAL WIDTH 8R14-0B/1T STANDARD LINTELS CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1B/8F24-0B 81732-113181732-013 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 1000011 0000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6-2" 488 991/991 2661/2143 5681_/ 2698 6472/3685 T-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205 / 2885CONDITIONS. 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 2193/1567 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 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16-0" 0 284/0 950/0 1379/0 1997/0 18'-0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145 / 9__j 550/0 981/0 1376/0 22'-8" 0 110/0 1 450/0 824/0 1147/0 RECESSED LINTELS -FILLED 8R14-1 B/8R14-0B 3725/3280 3343/3280 2769/2769 2769/1716 2121 / 1716 1761 / 1761 1539/1539 1334/1334 1152/1152 THAN 32', USE ON CHART, ALWAYS BE FILLED. 8R22-1 B/8R22-OB 5499/5421 4933/4933 4085/4085 4085/2839 3127 / 2839 2595 / 2595 1329/2267 1964/1552 1694/1552 VALUES FOR 32" DEEP HEADER USE THE VALUES FOR THE NEXT DEPTH WALL LEGEND DOWN.O CLEAR OPENING 8R6-1 B/8R6-OB 2'-4" 1694/1694 2'-8" 1425/1425 3'-0" 1230/1230 3'-4" 1081/920 -4 4'" 846 / 833 -4 5'" 664 / 572 6'-4" 526/434 -q 7'" 480/322 8'-4" 415/235 1) FOR HEADER DEPTHS DEEPER 2) FOR HEADER DEPTHS NOT LISTED 3) POWERS STEEL LINTELS MUST F 0 8F16-0B/1T 1-1/2" CLEAR 14'-0" 3'-0" 3'-0"` �I W OMIN. 16'-0" _ 1-1/2" CLEAR z #5 REBAR AT TOP MIN. (1) REQ'D o z w W — TOP KNOCK OUT/ LINTEL BLOCK (1)O W w a s COURSE I­x0� co CUA m Q #5 REBAR AT BOTTOM MIN. (1) r cr- _, REQ'D W- -- �- I —16 GA. POWERS STEEL BOXED 00 3 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/8"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. q o,onuu�a�0 r r C'7 00° �wo,Z� z ° 7C 6 Ljj m 4' W Zco O> W W F. z v `t z °O ` 6zz = d.' - - '•' -- ~�- °GROUT : _ 4 - #5 REBAR AT TOP MIN. (1) REQ'D #5 REBAR AT BOTTOM OF LINTEL CAVITY O 8F20-1B/1T - -- = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 11'-4" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/O = KNEE WALL TOP ARCHITECTURAL PLANS @ 11'-4" U.N.O. (D 8F20-0B/1T 8R22-1B/1T 0 81724-1B/1T O 8R22-0B/1T -`--`- 7-5/8" ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 0 8F24-OB/1T 8" NOMINAL WIDTH - FILLED O 8R30-1B/1T O 8F32-1B/1T 1-1/2" CLEAR - I- z U _j Q z co L?o L0z --- #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. - - 8R30-0B/1T s O 8F32 -0B/1T O 8F38 -1B/1T O 81712 -1 B/OT- �0 - BOTTOM REINFORCING PROVIDED O 81740 -1B/1T LL 7-5/8 ACTUAL IN LINTEL (VARIES) 81728 -1 B/1T ❑LL 8" NOMINAL WIDTH UNFILLED 8F40 -0B/1T _ 1-1/2" CLEAR z #5 REBAR AT TOP MIN. (1) REQ'D o z w W — TOP KNOCK OUT/ LINTEL BLOCK (1)O W w a s COURSE I­x0� co CUA m Q #5 REBAR AT BOTTOM MIN. (1) r cr- _, REQ'D W- -- �- I —16 GA. POWERS STEEL BOXED 00 3 7-5/8" ACTUAL LINTEL 8" NOMINAL WIDTH POWERS STEEL SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 1/8"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. q o,onuu�a�0 r r C'7 00° �wo,Z� z ° 7C 6 Ljj m 4' W Zco O> W U ° k U • f tioa'o �J z L �I z 07 W LJJ() r W ❑Uc1 0) 1-- E __.I 0 � U W z p (0 a Z_ Q p J L-LJW ~ U F: Wa � W 0 0O -' o WC- zQps�til o I _ nszwz E W 0zE-wYo h- UQW�a �Q� W z °M _ CD 00 0 W Q dam„ Q W W W o M—jW ® W W n 3: 0 W W Z W =5 W 00A U w W cn 0 00 Z [L 0- C4 ..® BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2171168 SCALE: AS INDICATED DATE: 02/08/18 1 LL J U w LL ❑LL d W D-11 U ° k U • f tioa'o �J z L �I z 07 W LJJ() r W ❑Uc1 0) 1-- E __.I 0 � U W z p (0 a Z_ Q p J L-LJW ~ U F: Wa � W 0 0O -' o WC- zQps�til o I _ nszwz E W 0zE-wYo h- UQW�a �Q� W z °M _ CD 00 0 W Q dam„ Q W W W o M—jW ® W W n 3: 0 W W Z W =5 W 00A U w W cn 0 00 Z [L 0- C4 ..® BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: --- -STRUCT: MR/MB QC CHECK: CC JOB No. PSQ-2171168 SCALE: AS INDICATED DATE: 02/08/18 1 CA 2 F1 � ��— ATTACH B2x12 BEAM TO 2\3 fel CMU USING HUC410 W/ (10) D NOTE: COLUMN B IOd NAILS & (18) 1/4"x2-3/4" TO SUPPORT A I TAPCONS LANDING BEAMF 13 N . _—_ ONLY _ _ ® ATTACH BEAM TO CMU USING HUC410 W/ (10) 10d S1 1 ---- --' NAILS & (18) 1/4"x2-3/4" D Eio: o � -- r��'� ® TAPCONS S5 B2x12 BEAM W/ (2)-2x4 SPF#2 TOP PLATE TO SUPPORT STAIR 10 LANDING. REFER TO DETAIL 1/S5A. ----1 FO [ I w ------ ® F6 DO LL SD1 N NN N N c0 M F6 w w w I LL w l u.. H2x8 I L w w DO ` F1 — E FT4 F4 1 SD1 t4T I IM F1 S1 2x4 SYP #2 BLOCKING @ 16" O.C. BW1 D /CVS1 ATTACH EACH END TO TRUSSES F1 2x6 STUDS 4 W/ (3) 12d TOE -NAILS. ATTACH D BLOCKING TO WALL BELOW W/ pp F4 F1 SIMPSON DTC CLIP F1 SD1 2 D FT2 18 4 E S1 LD02 OF, im D1 D S1 9 D D 2 p2 F4A F1 1E1 D F1 D3 p 3 FO 1 1 E2 D CJ5 CA CJ 3 CJ3 ��1 `,� CJ3 CJ CA v v � LO j co v CA U NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGENq TYP. @ ENTRY U.N.O. FLOOR SHEATHING & NAILING PER PLAN. FLOOR TRUSSES PER PLAN. 9' 4" -� A.F.F. (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP OF THE BEAM. NAIL EA. PLY W/ (2) ROWS IOd 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. (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 10'- 8 3/4" A.F.F. TRUSSES F — 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 Q U.N.O. z @11-4 w ❑ W a EXTERIOR WALL FRAMING AND CONNECTIONS PER PLAN (NOT SHOWN THIS N I I DETAIL FOR CLARITY) z -� GIRDER TRUSS O XXX PER PLAN M D W NAIL (2)- 2x4 SPF#2 TOP s PLATE TO THE TOP OF I - REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION NOT SHOWN THIS DETAIL FOR CLARITY, 3/4"=1'-0" STAIR LANDING DETAIL 3/4"=1'-0" 2x4 SPF#2 NON-BEARING WALL PER PLAN. (2) 2X8 SYP#2 BEAM W/ 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON EA. END WITH HUC48 w/ (14) 16d NAILS & (6) 10d NAILS. 2x8 SYP#2JOISTS @ 16" O.C.W/ A35 ANGLES TO BEAM & LEDGER AT EA. END. 2x8 SYP#2 LEDGER W/ (4) 12d NAILS TO EA. STUD @ 16" O.C. MAX FALSE FRAMING BY BUILDER. c9 THE 2x12 BEAM. NAIL EA. Q y. �a�i��3d�l/,r w m PLY W/ (2) ROWS 1 O NAILS @ 8" O.C. & 2" FROM n, °��m�° ®�,N� �'` 00 LU EA. END. TOP PLATE z u 6• SHALL BE STOPPED WHERE INDICATED ON rl, w '�tw �® z iiQ U THE FRAMING PLAN, m W ®v o �� Q � ❑ -j ALLOWING THE BEAM TO o ��°®® `k� / •�"�` Lu PASS UNDER THE FLOOR 0 �'vr ���� 6'-✓�„�,on°�1���',"� 0 TRUSSES. _ �� 0'a q��,.�. ?=Y -DESIGN. �q� A1raao11a1A`N (2) 2X12 SYP#2 BEAM W/ H U a I— 1/2" FLITCH PLATE. REFER U- TO FRAMING PLAN FOR O CC BEAM CONNECTIONS. `n O L o W MIN. 2x8 SYP#2 JOISTS @ FD F - 16" O.C.W/ A35 ANGLES OR - - - ---- Co Q LUS26 HANGERS EA. END. -CA Cl) � AS INDICATED F- n. a C' OU) LO co U Q o W W W LL LL2 n ti U U CJ3 I— z W � O W C/) p Q z ® C/) FOCJ3T F- t . F"' w p J z 0 w W CJ5 O ❑ tl. �. I ICJ5T U � Uw O A5T a(/) a W 2 a FO A4T 00 D pb~ A3T " ' I A2T LL (D IL I AIT Al O U) z W < Al U' ❑ O DESIGN: --- U STRUCTURAL B2x12 BEAM W/ (2)-2x4 SPF#2 �J LU DRAFTING: Al TOP PLATE TO SUPPORT STAIR LANDING. REFER TO DETAIL U O 1 /S5A. Al ( a Q STOP (2)-2x4 SPF#2 TOP PLATE, ALLOWING BEAM TO PASS7 Al BELOW FLOOR TRUSSES. O� REFER TO DETAIL 1/S5A. Al V 5 19 1 - /[FT1 S5 2 F1 � ��— ATTACH B2x12 BEAM TO 2\3 fel CMU USING HUC410 W/ (10) D NOTE: COLUMN B IOd NAILS & (18) 1/4"x2-3/4" TO SUPPORT A I TAPCONS LANDING BEAMF 13 N . _—_ ONLY _ _ ® ATTACH BEAM TO CMU USING HUC410 W/ (10) 10d S1 1 ---- --' NAILS & (18) 1/4"x2-3/4" D Eio: o � -- r��'� ® TAPCONS S5 B2x12 BEAM W/ (2)-2x4 SPF#2 TOP PLATE TO SUPPORT STAIR 10 LANDING. REFER TO DETAIL 1/S5A. ----1 FO [ I w ------ ® F6 DO LL SD1 N NN N N c0 M F6 w w w I LL w l u.. H2x8 I L w w DO ` F1 — E FT4 F4 1 SD1 t4T I IM F1 S1 2x4 SYP #2 BLOCKING @ 16" O.C. BW1 D /CVS1 ATTACH EACH END TO TRUSSES F1 2x6 STUDS 4 W/ (3) 12d TOE -NAILS. ATTACH D BLOCKING TO WALL BELOW W/ pp F4 F1 SIMPSON DTC CLIP F1 SD1 2 D FT2 18 4 E S1 LD02 OF, im D1 D S1 9 D D 2 p2 F4A F1 1E1 D F1 D3 p 3 FO 1 1 E2 D CJ5 CA CJ 3 CJ3 ��1 `,� CJ3 CJ CA v v � LO j co v CA U NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGENq TYP. @ ENTRY U.N.O. FLOOR SHEATHING & NAILING PER PLAN. FLOOR TRUSSES PER PLAN. 9' 4" -� A.F.F. (2) 2x4 SPF#2 TOP PLATE PER WF07/SD4 NAIL (2)- 2x4 SPF#2 TOP PLATE TO TO THE TOP OF THE BEAM. NAIL EA. PLY W/ (2) ROWS IOd 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. (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 10'- 8 3/4" A.F.F. TRUSSES F — 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 Q U.N.O. z @11-4 w ❑ W a EXTERIOR WALL FRAMING AND CONNECTIONS PER PLAN (NOT SHOWN THIS N I I DETAIL FOR CLARITY) z -� GIRDER TRUSS O XXX PER PLAN M D W NAIL (2)- 2x4 SPF#2 TOP s PLATE TO THE TOP OF I - REFER TO DETAIL ST01/ST1 FOR ADDITIONAL STAIR FRAMING INFORMATION NOT SHOWN THIS DETAIL FOR CLARITY, 3/4"=1'-0" STAIR LANDING DETAIL 3/4"=1'-0" 2x4 SPF#2 NON-BEARING WALL PER PLAN. (2) 2X8 SYP#2 BEAM W/ 1/2" FLITCH PLATE. BUCKET TO COLUMNS ON EA. END WITH HUC48 w/ (14) 16d NAILS & (6) 10d NAILS. 2x8 SYP#2JOISTS @ 16" O.C.W/ A35 ANGLES TO BEAM & LEDGER AT EA. END. 2x8 SYP#2 LEDGER W/ (4) 12d NAILS TO EA. STUD @ 16" O.C. MAX FALSE FRAMING BY BUILDER. c9 THE 2x12 BEAM. NAIL EA. Q y. �a�i��3d�l/,r w m PLY W/ (2) ROWS 1 O NAILS @ 8" O.C. & 2" FROM n, °��m�° ®�,N� �'` 00 LU EA. END. TOP PLATE z u 6• SHALL BE STOPPED WHERE INDICATED ON rl, w '�tw �® z iiQ U THE FRAMING PLAN, m W ®v o �� Q � ❑ -j ALLOWING THE BEAM TO o ��°®® `k� / •�"�` Lu PASS UNDER THE FLOOR 0 �'vr ���� 6'-✓�„�,on°�1���',"� 0 TRUSSES. _ �� 0'a q��,.�. ?=Y H2x12 HEADER PER PLAN I w s -DESIGN. �q� A1raao11a1A`N (2) 2X12 SYP#2 BEAM W/ H U a I— 1/2" FLITCH PLATE. REFER U- TO FRAMING PLAN FOR O CC BEAM CONNECTIONS. `n O L o W MIN. 2x8 SYP#2 JOISTS @ FD F - 16" O.C.W/ A35 ANGLES OR - - - ---- Co Q LUS26 HANGERS EA. END. O Q AS INDICATED F- n. a C' H2x12 HEADER PER PLAN I w s -DESIGN. --- I�— � U a I— U) C� U ca CC 0 ._..l O L 'r- p CL z LL O zW J - - - ---- — _.— Q O Q AS INDICATED F- J O o6 OU) � U Q o W W W LL LL2 U) U_jF.... I— z W � O W C/) p Q z ® C/) F- W F"' w p J z 0 w W O ❑ tl. �. U � Uw O a(/) a W 2 a ) 00 Z pb~ " >' LL (D IL CL. N O U) z W < U' ❑ O DESIGN: --- U STRUCTURAL ENG: MCD LU DRAFTING: a U O a Q w W -DESIGN. --- I�— � U a I— U) C� U ca CC 0 ._..l z L 'r- p CL z LL O zW 0 - - - ---- — _.— Q O Q AS INDICATED F- O o6 OU) � U W o W W W LL LL2 U) U_jF.... Z O z W � O W p Q z ® C/) w -DESIGN. --- I�— � MR/MB U) D CSC CHECK: CC CL Z 'r- U) JOB No. PSCC -2171168 0 - - - ---- — _.— Q SCALE: AS INDICATED F- Q � o W ISI LW LU ® C/) F- W F"' w z W U � 0 O (1)W C) ) 00 Z pb~ " >' (D IL CL. N U' ❑ BLDG DESIGN: --- U STRUCTURAL ENG: MCD LU DRAFTING: a z W t W 0 1— E J (D O O r, 0-) U W pch� Qp_j�mN UO�❑>-o O Oa� CU Q „- Q p � :�i w o ❑szwz < < Cr � LL SOLoV) LL (D O 11 s FIRST FLOOR FRAMING PLAN � I� "— w 65A r - 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. -DESIGN. --- I�— -STRUCT: MR/MB U D CSC CHECK: CC U) JOB No. PSCC -2171168 —1 - - - ---- — _.— Q SCALE: AS INDICATED F- FIRST FLOOR FRAMING PLAN � I� "— w 65A r - 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. Cil Cil n NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND 0 `OR AC CLOSET BEAM TTACHMENT, REFER D DETAIL 2/S5A) :OR AC CLOSET BEAM TTACHMENT, REFER 0 DETAIL 2/S5A) WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 11'-4" T.O.M. IF REFERENCED ON SHEET 34). VERIFY HEIGHT W/ = KNEE WALL TOP ARCHITECTURAL PLANS < @ 11'-4" U.N.O. z W ❑ EXTERIOR FRAME WALL w SCHEDULE (PARK SQUARE) N z WALL HEIGHT STUD &SPECIES SPACING SPACINGINTERIOR OPENING SITTING ON MASONRY - WS06/SD5 (STRAPS/BASE O LL CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT 65 j U ZONE END ZONE - W W o,...... OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN (O " 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX co `, o�" Uj SHEATHING IS NOT CONTINUOUS) v 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX O��'o" C] .� Q %Y Ww Q O 9'-4" - 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX z 0 , W g 0 Yz ��, P V (D 4 ;® Gj p z J 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX z V W U rr- Uj TO FOLLOW THE DETAILS INDICATED BELOW: m Q �',��d��® 4�°Qp`�tiw \'�� r EXTERIOR FRAME WALL NOTES r a 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING o o '��9oaa�iia�®�®° w o z Q O > , C 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED w m J LL TOBE WITHIN THE WALL END ZONE, SEE CHART ABOVE FOR - I O Q ❑ >_ o ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. REQUIRED STUD SPACING. � p < 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS O & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE O 0 W NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF Q SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 0 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a REVIEW OF EXTERIOR STUDS a �' 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE z MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS p 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B Q T_ H cn z w_ O -' Z o 1 O STANDARD 2ND FLOOR FRAMING o o OPENING SITTING ON MASONRY - WS06/SD5 (STRAPS/BASE O LL CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT 65 j U NOTES: m - W W o,...... OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN (O " 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR cr-,(/):2 tw-- W g Z ° SHEATHING IS NOT CONTINUOUS) v u WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 0- C] LL U.N.O. O �ca 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR u FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF �nn FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING z V W U rr- Uj TO FOLLOW THE DETAILS INDICATED BELOW: O W r UO r a 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING Ur w 0 N c O d Z 0 z Im � Q Q OW W a o z❑ WOG Lu M ® °]C to LLJ o LLjZ w CL F- Uch0X e W Cf) O F_ O 00 Z z n- O � n- CV w BLDG DESIGN: -- ❑ STRUCTURALENG: MCD W DRAFTING: -DESIGN: --- I---STRUCT: MR/MB QC CHECK: CC U) JOB No. PSQ-2171168 Q SCALE: AS INDICATED I— ROOF FRAMING.. o DATE: 02/08/18 w 1/4"= 1'-0" r S7A 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. t - r U) z CL' OPENING SITTING ON MASONRY - WS06/SD5 (STRAPS/BASE O LL CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT 65 j U ON PLANS OR SHEATHING IS NOT CONTINUOUS) O ° W o,...... OPENING SITTING ON WOOD BEAM - WS07/SD5 (STRAPS SHOWN (O " ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR z g Z ° SHEATHING IS NOT CONTINUOUS) v u 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL WS09/SD5 U.N.O. O �ca 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) U<) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF �nn FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING z V W U rr- Uj PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. O ❑ J -�_ UO r a 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING Ur w 0 N c PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING w z Q O > , C NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A z I- v 1= C0 �' STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ~ - I O Q ❑ >_ o ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. W � p < O d Z 0 z Im � Q Q OW W a o z❑ WOG Lu M ® °]C to LLJ o LLjZ w CL F- Uch0X e W Cf) O F_ O 00 Z z n- O � n- CV w BLDG DESIGN: -- ❑ STRUCTURALENG: MCD W DRAFTING: -DESIGN: --- I---STRUCT: MR/MB QC CHECK: CC U) JOB No. PSQ-2171168 Q SCALE: AS INDICATED I— ROOF FRAMING.. o DATE: 02/08/18 w 1/4"= 1'-0" r S7A 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. t - r _I �• zQO3: :�til o z LL ❑=zwz E 0¢❑wIT o W z LL Q (O " O r z O d Z 0 z Im � Q Q OW W a o z❑ WOG Lu M ® °]C to LLJ o LLjZ w CL F- Uch0X e W Cf) O F_ O 00 Z z n- O � n- CV w BLDG DESIGN: -- ❑ STRUCTURALENG: MCD W DRAFTING: -DESIGN: --- I---STRUCT: MR/MB QC CHECK: CC U) JOB No. PSQ-2171168 Q SCALE: AS INDICATED I— ROOF FRAMING.. o DATE: 02/08/18 w 1/4"= 1'-0" r S7A 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. t - r