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Home My WebLink About3905 Saltmarsh Lp 18-1473 (a)ui dm. cs cu t gn as Ui .. Q � `````1111U11►/��,`+ '% V •®'� _ O O• ,t 4 UJ :W * O° k C:) r P7 V � © C -4 O LL C co co co >.fl.m04 � Nco OC ,s NN ti N E ... cu 00 Q u- M w z E z oE0 U 0 i . r i : � a r -I N C a - N C: © � M MM N E u- V 4 -� o Ln r- a-+ O J 7 i i O O N fo +�+ O cr (/) M (! .L 0C 0000 N �C V N Ln G. c:M 'n C N C LL O cu ru o a r Q W Ln O [L J C ■ J ISSUE DATE 03/05/2018 REVISIONS PROJECT: 18-01_76 SCALE: AS NOTED DRAWN BY: LL JML & JFT DESIGNED BY: MJS COVER PAGE c N .fes t� uj Q C ca °ortu'►or1/® x �v 0®®+erre•®®®��!//�`°'r A:o . 0 W �• a • Z •/ 0 Z Z ¢ �o0 % • 0000000 00 O r ,t 0 r. O M O V u- � CD p) U7 NC�� <Q E r. N c t-.-0 .co �, O E; Lo M 00 Q 0_ LL w z �g N 4 E 0 N w Oz 0 Fo in w U C 4J N $ N M fy)Q� -o N E u - i -. Q a O i O O N tU � +` G O L � ,-1 M Opp N o U N LO C 'C7 M O � � O O i ,V .a •> N O C � - C i Q W Ln O C_ i i ISSUE DATE 03/05/2018 REVISIONS i PROJECT: 18-0176_ SCALE: _.._._.__._ AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SLAB PLAN I L�11.:..!I�I L;II LIII �LIII IIVLI I �_...1J.�1 I _- - ��epp U4 C_%cGo " '56 Q3 CZ ul 13 e®�i♦ttii911►/��0 ®i ��••®•saseh®�s � 'moi ©epi �1 v Uj EW- d: w z � ••`eY®P01611 ® � ��' O v- C-4 M 0 V N _j to u- p) N e-CD Cn T- h Q� CD N 04 m W Q N ^ � co Q E'. �cu .� N co Q u- mco w Z -v g m a E 0 N 0 o� (n son Lu U i fu 0 V � O � M :M N •—�� u— p �— o M m Ln a � M J 4 � J � O O — N � N — iC DG 000N — M U N LA M 0 cC O z o ro .o d W Ln 0 C1- J 0 Li w• Mlr' Litf z D y Li C ISSUE DATE 03/05/2018 --- __.-..__..._-- r REVISIONS PROJECT: 18-0176 SCALE: AS NOTED DRAWN BY:: JML & JET DESIGNED BY: MJS FLOOR PLAN I _ I I. L 1 IIII I,II I ll1:J tl 11.1.1111 11L 9ll I I II I I 1 I 4 VI A� W co 1Lco co 0,1 - MF N .0 �► Q GY- u U.m G a v 6 SZ" z C) d- O O M � U N ^j C6 LL ((4 N 0) r"' (o <(.amCA E .mcoCNQ� O a)C ^ .0 N I` �,, 0 ELo cu co L. LL c �w v� z z v d E 0 u, Lu o0 N W i U 0 i N �8� G. J � N N-� E �� ' O 40- " M cC3 ^ 0 � 00 � M O i ..J O O N � N m O O .,C coch LSA a C M y.. rr OO u- Ql O c �� 's= O CL -0 IN S O C C ' 'C7 C d .0 < w Ln 0 a li J ISSUE DATE TT 03/05/2018 REVISIONS _.___._... PROJECT:_ 18-0176 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C" oa. c _.... .H...._ uq 0: OC'D uj ca �e-kie • Z • W • Lr • q • • .e ••s®o••• a•�t�j C) r- C) M O U u- co � Cp p� I�- > '" to N Cc N co Q co0 E S Lo M (a Q LL LL Fn w cv z m a E, o rn w Ero W i N N 12 O "-i CL J j N m M M N O �- o ' M Ln caun' M O > o _ N � O 42 a ,a N Lf) M > p U) cQ LL O N O s. C- > -5 CU �p 42 O O 4 w Lnn 0 a. c J C ISSUE DATE 03/05/2018 REVISIONS PROJECT: 18-0176 SCALE: mm AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS ELEVATIONS "C' 05.0 0 ail. ..1111.1. I 11.11,:11�1.II V I I I 1 11111111..1... L --- 6 LIl_IL1V I V.1�._V_8 ..1 JU _ ___ _-.._ _ - _. W O�C9 04 .0 � Q H W CD `®®`v11161J11//'0'° �/ ✓✓ � ®e•eewe• �� •• tie t� 'i v •e se W pe••e �. j Oiiz f w W 0:Z : V `� N ,✓j alallra o r' �t O O M 0 U J N a'�.°' m�04co o i c r- o .cn a O E :S cu 00 Q GL H rna •N W v z E 0 rn -c >x w E +, w W o a� a� tisCL g N N M i OLn 0 M M � O i i i 0 0 N N m O Cn C 000 N CL '0 N LA M O �C c 0 ' tp fl. %' -00 © r- c > 'C7 4-U+ p 0 Lu in a i ISSUE DATE 03/05/2018 REVISIONS a PROJECT: 18-0176 SCALE: AS NOTED DRAWN BY: JML & JFT DESIGNED BY: MJS SECTIONS 06 10 Q .ELECTRICAL LAYOUT r.rn O .1• O O M 0 � V J N u- CU CA U7 ti 07 N cV)�CU 0 �•-�. C N .0 N CI�p N+ `L- O O e�- �. 0ELo cu 00 Q IZ u- rnW z z � a E, w E i �o J i r i Q� V fu 8 i V' 0M rim S.. Lr � U 0 )' (Y') i��u .-+ o m J M V 0 ) ) O N fQ .ai O t!j CD M ) lieM OC 000 L- 0 N d C 'O M Ln O LnLL cu O � N 0 in p_ > D 0 N C 0 m ¢ w Ln 0 .0 a. J J J C J C ISSUE DATE 03/05/2018 REVISIONS J PROJECT: 18-0176 SCALE: AS NOTED t DRAWN BY: JML & JFT DESIGNED BY: MJS .ELECTRICAL LAYOUT | 11 !� �� U __ 11 ,_- ' � OPTIONAL OVERHEAD SERVER SAME AS UNDERGROUND GENERAL NOTES KEY: 19 1 . BUILDER TO VERIFY EXACT LOCATION OF FLOOR 200 AM OUTLETS IN FIELD. SERVICE AMP 410 SCR AL. NEMA 3 2, ALL OUTLETS ARE TO BE AFCI PROTECTED. MAIN SEE FLOOR PLAN FOR FUSE SIZE 3. ALL 15A AND 20A 120V BRANCH CIRCUITS WILL BE DISC. 1 Ll DISC. AFCIPROTECTED. #14 COPPER TO LIGHTS AND OUTLETS 4. ALL 1 5A AND 20A 120V BRANCH CIRCUITS #10 COPPER TO WATER HEATER LOCATED IN THE GARAGE AND LAUNDRY WILL BE TYP, #8 COPPER TO RANGE GFCIPROTECTED. ELECTRICAL #8 TO A/C UNDERGROUND— PANEL 5. ALL GARAGE BAYS WILL HAVE DEDICATED GFCI SERVICE BY (20 CIRCUITS) OUTLET. POWER CO. 6. ALL OUTLETS LOCATED IN THE KITCHEN AND BATHROOMS ARE TO BE GFCI PROTECTED. ' ' ' --*2-mmvUNu.v4q6n pAPART) T� DyVAND E�JRBAGEDISPOSAL ARE TOBEQFO| 8ERV%�ETOBEBONDED TO`FOOTING STEEL � PROTECTED. NOTE ' 8. EXCEPTIONS TOTHE 8FC|STIPULATION yNLLBE ALL ELECTRICAL -- WORK AND MATERIAL PROVIDED SHALL COMPLY WITH THE FLORIDA ALLOWED ONLY |FALLOWED PER CURRENT BUILDING CODE. (2U17) THE ABOVE ELECTRICAL LAYOUT |GFOR BID PURPOSE ONLY. NFpA/NEC. ' 9. OUTLETS LOCATED |NTHE LAUNDRY ARE TOBE QPC|AND AFC|PROTECTED. 200 AMP ELECTRICAL RISER 10. OUTLETS LOCATED WITHIN 6-0"OFAWET AREA ARE TOBEGFC|PROTECTED. 11. ALL OUTLETS OVER COUNTERTOPS TOBE42" A.F.F. (U.NiO.). 12. ALLSMOKE/CARBON MONOXIDE DETECTORS ARE TOBEHARD WIRED, INTERCONNECTED AND AFO|PROTEOTED. ' 13. 8''0" HEIGHT VANITY LIGHTS |NMASTER � BATHROOM AND 7-O |NALL OTHER BATHROOMS. � * THIS DIAGRAMMATIC PLAN |SINTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. |T|STHE ELECTRICAL CONTRACTORS RESPONSIBILITY TO VERIFY THE REQUIREMENT AND LOCATIONS OFALL ELECTRICAL EQUIPMENT, (INCLUDING KITCHEN EQUIPMENT) AND PROVIDE AND INSTALL COMPLETE ELECTRICAL SERVICE A8REQUIRED PER NFPA. NEC, PBOCODES AND ALL REIGNING MUNICIPALITY CODES, STANDARDS AND ORDINANCES. ° LOCATION OFFIXTURES AND /OROUTLETS ARE SUGGESTED LOCATIONS ANOMEETMOGTLDCAL CODE REQUIREMENTS. ADDITIONS OR ADJUSTMENTS MAY B2MADE BETWEEN THE OWNER AND BUILDER )NTHE FIELD. w ALL ELECTRICAL WORK AND APPLIANCES ARE |N FULL COMPLIANCE WITH N.F.P.A, N£C., F.B.O. 6TH EDITION (2017)RESIDENTIAL, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. * VARIOUS SYMBOLS ONELECTRICAL LEGEND MAY ORMAY NOT BFUSED ONTHIS PLAN. fn uj of ELECTRICAL KEY: 10 CD CEILING MOUNTED LIGHT u Li im Lo cu co u - a. o cn cn ton Lm Li 4-1 01 Lx CD cn CN Ln cn Lli L_ 401 0 Ltj Lu Ln 0 0- LLJ LLI LLJ ISSUE DATE 03/05/2018 REVISIONS < PROJECT: 18-0176 >_ SCALE: AS NOTED DESIGNED BY: MJS ELECTRICAL LAYOUT 08 ELECTRICAL PANEL PULL CHAIN LIGHT D-0) CHIME RECESSED LIGHT LLI I WALL MOUNTED LIGHT cn z DOOR BELL / GARAGE DOOR SWITCH WALL WASH RECESSED uj DISCONNECT SWITCH DUPLEX RECEPTACLE ELECTRICAL METER 220 V RECEPTACLE S.D. SMOKE DETECTOR uj 1/2 HOT, 1/2 SWITCHED C.M.S.D. CARBON MONOXIDE SMOKE DETECTOR WP WATER PROOF RECEPTACLE CL FLOOR RECEPTACLE uj U) ui PRE -WIRE FOR CLG. FAN 4� GFI GROUND FAULT INTERRUPT 0 7) rr w CHANDELIER WALL SWITCH m 83 3 -WAY SWITCH < FLUSH MOUNT FLUORESCENT LIGHT 8D DIMMER SWITCH TELEPHONE JACK vi z: CABLEJACK CL E:M PRE -WIRE GARAGE DOOR OPENER FLUORESCENT LIGHT —Z Lo cu co u - a. o cn cn ton Lm Li 4-1 01 Lx CD cn CN Ln cn Lli L_ 401 0 Ltj Lu Ln 0 0- LLJ LLI LLJ ISSUE DATE 03/05/2018 REVISIONS < PROJECT: 18-0176 >_ SCALE: AS NOTED DESIGNED BY: MJS ELECTRICAL LAYOUT 08 ELECTRICAL PANEL D-0) CHIME DOOR BELL / GARAGE DOOR SWITCH DISCONNECT SWITCH ELECTRICAL METER S.D. SMOKE DETECTOR C.M.S.D. CARBON MONOXIDE SMOKE DETECTOR CEILING FAN WALL SCONCE rr w CHANDELIER SPOT LIGHT FLUSH MOUNT FLUORESCENT LIGHT FAN / LIGHT COMBINATION GARBAGE DISPOSAL MOTOR SPEAKER ------------ JUNCTION BOX cl, L.V. LOW VOLTAGE V.P. VAPOR PROOF A.F. ARC FAULT PROTECTION c Lo cu co u - a. o cn cn ton Lm Li 4-1 01 Lx CD cn CN Ln cn Lli L_ 401 0 Ltj Lu Ln 0 0- LLJ LLI LLJ ISSUE DATE 03/05/2018 REVISIONS < PROJECT: 18-0176 >_ SCALE: AS NOTED DESIGNED BY: MJS ELECTRICAL LAYOUT 08 A I 1[1:1��1.11:1111.1�]�;-..�.!!:.I ii I LJ 0, :2 o. C) Q) co LLI 0 z LLJ Q. V) z 0 U5 z 0 criz CD z 0 uj z r) w cn Ld co F_ 7 - CL 0 L) �2 Of LLJ U) w Of m LLJ Ld 0 LLJ Ld V) r) n 0 U CONCRETE BLOCK HEADER OR STEEL LINTEL C%" C5) PC EXP. STRIP PC ANCHOR "4 cl, tuai STRIP GLS. BLK. PER PLAN NNN op g u A;% 4�1 o :z co') o r Lu uj CD - Z < 0: 17) co PC PANEL C) C)ti c%j ce) w LL REINFOR. (3) (.0 C (o I L_ 1 0) fl.(n 04 E Cc (.0 0 cN cn 0 0 E cu oo < a. u - c z _0 z SEALANT ................ E 0 w E z 0 0 PC ANCHOR STRIP -- EXP. BOLT (2) T CL N 0 a. 0 Aj E 0 r%j E u- >� 4-J C) n ro M C) PER ANCHOR MORTAR C� CD 40" 0 crU) C) co 00 m r44 Ln CL 4-- 0 V) m 11g r 0) -, a a O a - o > -0 4- 1 0 < c t-4 = < Lij Lm u Q. ASPHALT ij .,j z EMULSION ISSUE DATE, 03/05/2018 0 REVISIONS < PROJECT: 18-0176 CONC. BLOCK < DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 WALL EXTERIOR FINISH 02 - PANEL ANCHOR CONSTRUCTION PC PANEL REINFORCING TOPLUSED IN PANELS OVER 25"S.F. IN AREA,IS EMBEDDED HORIZONTALLY IN THE MORTAR JOINTS BETWEEN EVERY OTHER COURSE. PANEL REINFORCING IS FORMED OF TWO PARALLEL WIRES, EITHER 1" O.C. (FOR USE WITH "THINLINE" SERIES GLS. BLK.) OR 2" O.C. (FOR USE W/ "PREMIERE" SERIES GLS. BLK.), W/ BUTT WELDED CROSSWIRES AT REGULAR INTERVALS. 4- AND 10, LENGTHS AVAILABLE. PC PANEL ANCHORS (MIDDLEY ARE USED TO TIE PITTSBURGH CORNING GLASS BLOCK PANELS INTO THE SURROUNDING FRAMEWORK WHEN CHANNELS ARE NOT USED. FORMED FROM 20 GAUGE PERFORATED - THEN GALVANIZED STEEL STRIPS, PANEL ANCHORS ARE AVAIL. IN 1[" WIDTHS X 24" LENGTHS. EXPANSION STRIPS (BOTTOMh MADE OF WHITE POLYETHYLENE, ARE INSERTED AT THE: HEAD AND THE 3) STRIPS REPLACE MORTAR AT THESE POINTS TO CUSHION THE GLASS BLOCK AND ALLOW THE PANEL TO EXPAND & CONTRACT FREELY. FOR METAL CHANNEL OR MASONRY CHASE CONSTRUCTION, PC " 47" 4 EXPANSION STRIPS ARE AVAILABLE "THICK X 4" WIDE X 24" LONG. FOR PANEL ANCHOR CONSTRUCTION, STD. 4" WIDE STRIPS ARE EASILY CUT TO 3" WIDTH, FOR 3]" "PREMIERE" SERIES BLK., AND TO 21" WIDTH, FOR 3 "THINLINE" SERIES BLOCK. INSTALLATION NOTES: 1 THROUGHOUT INSTALLATION, KEEP THE WINDOW JAMBS PLUMB AND SQUARE. KEEP HEAD AND SILL LEVEL AND SQUARE. MAKE SURE HEAD AND SILL ARE NOT CROWNED UP OR DOWN. 2. CONSTANTLY CHECK WIDTH AT MEETING RAILS (i.e. DOUBLE HUNGS) TO AVOID "BOWED OUT" INSTALLATION. 3. APPLY GENEROUS BEAD OF CAULK ALONG INTERIOR SURFACE OF NAILING FIN ON ALL SIDES PRIOR TO SETTING WINDOW INTO OPENING. SET WINDOW INTO SHIMS. CENTER THE WINDOW IN THE 6 GLASS BL_�CK DETAILS 4. PLACE 1/4" SHIMS AT SILL CORNERS AND SCALE: N.T.S.. OPENING ALLOWING A 1/4" GAP BETWEEN WINDOW AND FRAMING MATERIAL ON EACH SIDE, WHEN ROOF UNDERLAYMENT PER FBC INSTALLATION IS COMPLETE, THESE SHIMS MAY BE REMOVED. CHIMNEY HEIGHT 24" 5. INSTALL FASTENERS (STRAIGHT, NOT ANGLED) IN EVERY OTHER FASTENER SLOT STARTING AT THE ABOVE ROOF WITHIN 10'7R905.2.7 CDX PLYWOOD OR O.B.S. MIDDLE OF THE WINDOW FASTENER MUST BE EMBEDDED INTO SOLID WOOD A MINIMUM OF 1". KEEP WINDOW LOCKED UNTIL ALL SIDES ARE SECURED. PRE -FAB CAP LATH AND STUCCO 6. CAULK OVER FASTENERS AND ANY FASTENER SLOTS NOT USED, OVER CHIMNEY 7. CAULK OUTSIDE PERIMETER OF INSTALLED WINDOW. "J" METAL FLASHING 8. INSULATE AROUND PERIMETER WITH BATT TYPE INSULATION, DO NOT USE EXPANDABLE FOAM...THE USE HCDPL/R TYP. 4x5 BASE FLASHING OF EXPANDABLE FOAM WILL VOID WARRANTY. ROOF COVERING PER PLAN 9. FOR ANY INSTALLATION FINISHED WITH BRICK OR STONE, ALLOW 1/4" GAP AT SILL BETWEEN 1 1 7/8" STUCCO OVER PAPER 15/32" C.D.X. OR 7/16" O.S.B. (MIN. STRUCTURE AND WINDOW. THEN, CAULK THIS GAP. 1/2" PLYWOOD EXT R. SHEATHING BACK WIRE MESH U.N.O. 2.5:12 PITCH) 10. CAULK GAP BETWEEN INSTALLED WINDOW EXTERIOR PERIMETER AND J -CHANNEL (OR BRICK OR OTHER EXTERIOR FINISHING MATERIAL WHICH SURROUNDS WINDOW). ALL AROUND NAILED 8d @ 6 & 12 GALV. L -FLASHING ROOF UNDERLAYMENT PER FBC 2x's @ 24" O.C. W/ HUGHES ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". FLASHING SEQUENCING: • APPLY BOTTOM PIECE OF SELF-ADHESIVE TYPE FLASHING OVER ALL OF ROUGH OPENING. 2x4 BLOCKING 2x4 BLOCKING • SET WINDOW UNIT. 0 -ADHESIVE TYPE FLASHING OVER NAILING FIN AND BLDG PAPER. APPLY 2ND BOTTOM PIECE OF SELF TRUSS @ 24" O.C. • APPLY SIDE STRIPS OF SELF-ADHESIVE TYPE FLASHING. TRUSS @ 24" O.C. • APPLY TOP PIECE OF SELF-ADHESIVE TYPE FLASHING. ..NOTE: POOF COVERING PER LAN SELF ADHESIVE TYPE FLASHING IS A GENERIC TERM. SEE SPECIFICATIONS FOR MATERIAL TO BE USED. . ... . .. .. . . ENT ROOF UNDERLAYMENT ......... .. .... FIRE BLOCKING 2x4 BLOCKING PER FBC R905.2.7 ROOF SHEATHING IMPORTANT: 15# FELT DRAINAGE PLANE METAL FIRE BLOCKIN�_� IT IS THE RESPONSIBILITY OF THE OWNER OR BUILDER TO SELECT PRODUCTS IN COMPLIANCE WITH WOOD BASED EXTERIOR SHEATHING- OSB AROUND FLUE LINER 2x4 #2 SPF OR #3 6" MIN. LAP ON METAL APPLICABLE LAWS AND BUILDING CODES. DO NOT USE MURIATIC ACID ON HOMES AFTER INSTALLING THIS WINDOW. THE ACID MAY DESTROY THE COIL SPRING BALANCE SYSTEM. WINDOWS WILL NOT BE UNDER SYP STUDS @16" O.C. WARRANTY IF EXPOSED TO MURIATIC ACID. DO NOT LAY WINDOWS FLAT OR STORE IN SUN BEFORE 7/8" NOMINAL STUCCO THICKNESS INSTALLING, ALL WARRANTIES NULL AND VOID IF ANY VERTICAL HOLES ARE PUT INTO WINDOW SILL AREA OF ANY WINDOW,PAPERBACK LATH PEEL AND STICK TAPE JOINT MANTLE METAL OR PLASTIC EXPANSION Z� DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY CONNECTION. MEMBRANE STRIP COVERING WOOD FRAME _A PRE -FAB FIRE BO X INTERSECTION UNDER EXPANSION JOIN EQUAL _L DAMPER TO PROTECTO WRAP BT-20XL-9" WIDE. TO EXTEND 2" BELOW THE CMU 18" NON-COMBUSTABLE 1/2" NOMINAL CEMENTITIOUS FINISH MATERIAL FOR HEARTH FOUNDATION VALLEY RAFTER SCALE: 3`= V-0 2 WINDOW FLASHING ru-"ETAILS 2u I STUCCO' BOND BREAK /FLASHING DETAIL: PRE -FAB F IREBOX FLASHING DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. I LJ 0, :2 o. C) Q) co LLI 0 z LLJ Q. V) z 0 U5 z 0 criz CD z 0 uj z r) w cn Ld co F_ 7 - CL 0 L) �2 Of LLJ U) w Of m LLJ Ld 0 LLJ Ld V) r) n 0 U C%" "4 cl, tuai NNN op g u A;% 4�1 o :z co') o r Lu uj CD - Z < 0: 17) co C) C)ti c%j ce) w LL (o tm fn U) (3) (.0 C (o I L_ 1 0) fl.(n 04 E Cc (.0 0 cN cn 0 0 E cu oo < a. u - c z _0 z E 0 w E z 0 0 - - - ------- 75 T CL N 0 a. 0 Aj E 0 r%j E u- >� 4-J C) n ro M C) C� CD 40" 0 crU) C) co 00 m r44 Ln CL 4-- 0 V) m 11g r 0) -, a a O a - o > -0 4- 1 0 < c t-4 = < Lij Lm u Q. ij .,j z ISSUE DATE, 03/05/2018 0 REVISIONS < PROJECT: 18-0176 >- SCALE- T AS NOTED < DRAWN BY: JML & JFT DESIGNED BY: MJS DETAILS D1 _ --- J 1LIlJJ�f: �J� �ll,�J�lIL11JJI�.LU.tlil�17�L�1�1 V � .V1,� IV lll - . ENGINEERED LUMBER FIELD REPAIR NOTES GENERAL NOTES 1. OMITTED REBAR INDEX OF D 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF DRILL A 3/4° !7i HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR FOUNDATIONS THE ANSUAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS INTO EPDXY FILLED MOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM DEFINED NDS SECTION 8:1 (INCLUDING LVL, PSL, AND LSL LUMBER) FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TOJ BEARING CAPACITY 2000 PSF 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE SHEET SHEET 1T TITLE TERMITE TREATMENT VALUES AS FOLLOWS: 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING COLUMNS BEAMS STUD BEND). SIC STRUCTURAL NOTES < REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Ib/int U.N.O. 2. STRAPS/CONNECTOR SUBSTITUTION Q FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT 1 FOUNDATION N PLAN Z LIST OF REQUIREMENTS Fb = 2650 Fb 3000 Fb = 2200 & LATERAL, RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL S C OU N D O o CAST" IN PLACE CONCRETE Ft =1650 Ft = 1700 Ft = 1500 MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED, p n 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 3. STAIR CONSTRUCTION S2C DOWEL V EL PLACEM ENT PLAN 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE Fc j = 450 Fc 1= 900 Fc J- = 450 USED FOR (,RISERS &TREADS ILO 2x12'5 (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) o AND A MAXIMUM WATER/CEMENT RATIO OF 0.58: Fv = 285 Fv = 285 Fv = 150 S3 FOUNDATION DETAILS v 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO 4. METAL STUD SUBSTITUTION ASTM A-615 GRADE 60 MIN. WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS4C LINTEL PLAN 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 CONDITION U.N.O. 5. OMITTEDIJ-BOLT SS / �N WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CEILING CONSTRUCTION -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH /� THE 6 .FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. MIN. 7 EMBEDMENT. S5C FIRST FLOOR FRAMING PLAN ®®6ii61lillii 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24 O.C. FRAMING U.N.O. -1/211x61' SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" `e<®® �'/'� � REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN J -BOLT. TA,�PCON FASTENERS MAY BE USED ILO SIMPSON TITENS S6 NOTES & CONNECTOR LEGEND ®®e+®,�...;��/�/�<i�i W "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. LIVING SPACE IS ABOVE THE GARAGE. 6. MORTAR ;JOINTS p � � , • •,� a00 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MEN AND METHODS -FOR BED , 0INTS 1/211-1' , GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) U e <v' u- 0'�2� UJ - A S S7C ROOF FRAMING PLAN 0 � o � _ � BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 30" LAP EXCLUDING BEND ' MEANS &METHODS ARE THE SOLE RESPONSIBILITY OF THE -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCKAFFECTED ON Z N, cc; at .� Z CONSTRUCTIONw . Z AT EACH END SHALL BE PROVIDED. EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF: IN EA. CELL CONT: PER PLAN. o Ill * c �j CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ** + D 1 GENERAL DETAILS -� 0- Z 0) O rC 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) S� . , ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, o <C 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE F CENTER TO UPPER 1/3 OF THE SLAB. FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS THE ADDE VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG < ''�i�•6' ®®®••®• °"® ��w 0 SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND U S D2 GENERAL DETAILS o ��i PCO ®` W BOLTS AND THREADED RODS -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 ac �i * P FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S D3 G E N E p q L DET /� I Lc+ O ®�►►s11�+1� 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) VERT. H NG 1N EA. CELL, CONT. PER PLAN. RA A S U ca U. 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS UNDER STAIR PROTECTION 7. OVERHANGING CMU WALL FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR -FOR CMU (',OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH PLAN, SD4 GENERAL DETAILS C OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (12.7MM) GYPSUM BOARD. FOR CMU' OVERHANGING FOUNDATION FROM +1/211-1-1/81', GROUT FILL FIRST (3) COURSES O 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE 1N WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN SD5 TWO STORY DETAILS Lr7 Z METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD 0 LU 05OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN FOR IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, - CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. '' ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL STRUCTURAL STEEL S D6 TWO STORY DETAILS O MASONRY WALL CONSTRUCTION AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE � 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. STEEL HSS ASTM A500 GRADE B Fy = 46 KSI, PIPE STEEL: ASTM A53 TYPE E OR S ST 1 GENERAL STAIR DETAILS CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI.W PSI (fm = 1900 PSI) MINIMUM G50 ZINC COATING 2. STRUCT. ''CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE SHALL BEAT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. BOLTS MIST BE FULLY'TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" < 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL x SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. PRESERVATIVE WOOD TREATER. CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES~ FILLED WITH COARSE GROUT AND GRADE 60 STEEL. REINFORCEMENT SHALL BE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF SHOP AND FIELD WELDS: E7FA ELECTRODES STEEL ANF.T SHOP DINGS TO BE w PROVIDED TO EOR BEFORE FABRICATION. FOR REVIEW AND APPROVAL. WELDED w PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. ASTM F1667CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL a 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK PREFABRICATED WOOD TRUSSESBE 3/s" unto o O WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 3, SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, U FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL, REBAR z CL SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION _ POSITIONERS IN MIDDLE OF WALLT USS ANCHORS AND ANCHOR BOLTS ARE ATTACH ENTS FASTENERS LOAD AND TOLERANCES < P CONNECTORS SUCH AS HURRICANE CLIPS, R M I 7. REINFORCING STEEL SHALL BE LAPPED MIN. 3D'' U.N.O. ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND W L EIV SPRAY -ON FIRE FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. BY ARCHITECT) EXCEPT FOR AREAS WHICH IL REC E COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PROTECTION. OR ARE NOT TO BE USED IN BOND COURSE. EMBEDDED 9. EXPANSION TYPE ANCHORS PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. AND STRUCTURAL PLANS FOR MORE INFO. STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2"2. TRUSSES SHALL BE DESIGNED BY MINERS METHODOLOGY FOR LONG SPAN TRUSSES TO PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD "' C.) W W CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATEST EDITION OF ANSI TPI 1. - -- - --- - -- EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CONSOLIDATION. W w a WOOD CONSTRUCTION < U 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN p Z O CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. TRUSS ENGINEER OF RECORD 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR LATEST EDITION OF ANSI TPI 1. 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. MANUFACTURER UNLESS NOTED ON PLANS 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY CONSOLIDATION. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. WOOD CONSTRUCTION TRUSS DESIGN LOADS 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TOP CHORD: Lr = 16 PSF SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) DL = 7 PSF (SHINGLE TYPE ROOF COVER) 2. LUMBER DENOTED AS SPF#2OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) GRADED"No.1/No.2" BY NLGA, OR BETTER. DL = 14 PSF (TRUSS OVERBUILD) 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" BOTTOM CHORD: DL = 5 PSF SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MINIMUM FLOOR DESIGN LIVE LOADS: 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. C) DECKS = 40 PSF D) STAIRS = 40 PSF 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) MINIMUM FLOOR DESIGN DEAD LOADS: SHALL BE SPF#2 OR BETTER U.N.O.. A) FLOORS = 15 PSF B)BALCONIES = 15 PSF 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING GENERAL LOADING: (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ATTIC WITHOUT STORAGE = 10 PSF 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD ATTIC WITH LIMITED STORAGE = 20 PSF SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. GUARDRAILS /HANDRAILS = 200 LB POINT LOAD / 50 PSF 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL GUARDRAILS IN -FILL COMPONENTS = 50 PSF SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY WLAPA DURABLE OR PRESERVATIVE -TREATED WOOD. RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE ° LESS U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE CONTENT 19 /o OR ), TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM BY OTHERS. EA, END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP#2 BLOCKING w/ (3) 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE 12d TOENAILS EACH END. CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL CE -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 450 FROM VERT. TO EA, TRUSS HOLES OVER 1„ IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND HSS2 STUD SHOES, TYP U.N.O. EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS STAINLESS STEEL FASTENERS, DOR SODIUM BORATE (SBX) DOES NOT. DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING C G AT LEAST 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. E IN ACCORDANCE WITH THE LATEST EDITION OF THE IS TO BE PRESSURE?REAT D -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AWPA U1 STANDARD. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR PEMANENT CLB IF 1T EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT TABLE WITHIN BCSI-133). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND CURRENT EDITION. 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-$3. 1 �./ 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING JUI=��O Om POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 140 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE VB ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFEND (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) _ VALUE DENOTES SUCTION AREA ) 10 (+) 21.2 (+) 21.2 - 22.9 - 28.3 0 (+) 20.2 (+) 20.2 I10 (-) 22.0 - 26.4 s +) 19.0 (+) 19.0 0 (-) 20.8 (-) 23.9 11100 +) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x T-0" Z ° - O +) 1 .4 (+)17.7 (-)20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM s 5 4 4 aI 55 a I 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 1 5FT, 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. tip U O ° I rn LL is strictly prohibited. written n f NTA CONSULTING &DESIGN OF WMR &ASSOCIATES C I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, tt consent o MOy p 1 W S2 W $ $ o U rU 0 9 0 . (1) Z Z ° - O o BIW LL 0 J z �w V- Z Lu W 0 < C 0, 06 J Q rl�t - E V MASTER UPDATES 0C�wzciMV-1 W 1- G zao_jLL0 1 �./ JUI=��O Om c � NUMBER DESCRIPTION INTIALS I=- W ,� V VjU)rx0< - 2< 0 3 w z a DATE 0 ZPWRO 1 3/1/2017 CREATED ELEV A, B, & C DP < v L) ILL! � J a Q W ( H�O." ADDED PADS TO SIDES OF SGD OPENING AT REAR MADE ° w _ Z U - O 2 4/24/2017 BEDROOM #5 OPT AND LOFT STANDARD, & QC CLEAN UP DP Z 0 v o 3 8/30/2017 ELEVATION A & C ARCHITECTURAL & TRUSS UPDATES PER WP -8 DP W �- O Z ti a 0 4 10 /23/2017 UPDATE PER FRAME WALK REVISIONS ELEVATIONS A & C DP Z PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6th EDITION (2017) o < .40 > W J o RESIDENTIAL o o W J W.. Z g11!pC 5' =W0 W I- W (� W Ja Z < �( W Q o n � m 0 N Z z0 0- U5 0 BLDG DESIGN: --- U) STRUCTURAL ENG: MCD !^^ DRAFTING: W -DESIGN: --- H -STRUCT: DP tr QC CHECK: CC c JOB No. _. PSQ-0204704 - _CC SCALE: AS INDICATED - W 0 DATE: 03/16/18.. 55 U1 I rn LL is strictly prohibited. written n f NTA CONSULTING &DESIGN OF WMR &ASSOCIATES C I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, tt consent o MOy p 1 SYMBOLS LEGEND FOUNDATIONNOTES: 30'-0" 16'-0" 14'-0" 8" 15'-4" IMF O1 A/C PAD 2.6 S3 ■ 2.6 PAVERS y" L MF01 0 I I I M F01 S3 I v IS3 I■ 4F1 2S3 FT14" cel411 9'-810 THICK CONC. SLAB W/ //- -7 ■ FIBERMESH. OVER 6 MIL IVAPOR BARRIER OVER COMPACTED FILL. o - d //°°° 0 I I I ■ I 0'-0" FIN. FLR. // o 6-41/2" a d 12'-0" (2 -STORY FTG) 7'-1 1/2" FO ■ S3 3 rn ■ - LI (tj 10 -10 „ zt � I -L_L_L�_L.�_l.� I ■ I zo ■ 10'-10" T-10"' 3'-3 5/8" ! T-8 "5/8" -41-33/411 I ■ FO S3 I I ih S3 ■ I ■ in ■ I CQ I I F0 � cn S3 I ■ N F1 N S3 II I I 2.6 V) II 11 I I I♦ ■ ■ ■ FO V1 ` iiI I I i °o �� ■ o S3 IL - Ii J-nii iv L FO S3 (V = LL ■ 2.6 I 0 a U� I a ° ( N zo PAVERS ■ I 0) F 3'-8" 18'_4" ■ ■ I 50 o CV I 2 a ti I ( I� ■ FO 00 I S3 -1 V- IMF13 I Lj L DO DO 3'-0" 16'-0" 3'_0" 8" 6'-411 22'-0" 8'-011 30'-0" ■ 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 SECTION R506.2.3 FOR REQUIRED LOCATIONS PROVIDE 4" 250OW/ 6x6xWI.4xWI.4 WELDED • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 2. PLACED AT MIDDLEIOR UPPERA1CONC. SLB/3 OF SLAB DEPTH OVER 6 MIL (RE VAPOR MESH CONT. FTG. TO TIE BEAM. BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILOWWM, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. CURRENT CODE EDITION). � 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM Q INDICATES 45° CORNER BLOCK GROUT FILLED WITH 2 VERT. ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. O LAP SPLICES SHALL BE NO LESS THAN 30". w GRADE 60 #5 CONT. FT.G TO TIE BEAM. 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 0 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. N 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE Z 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. H _I 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY O ®X %11�111�� ®/Z a "T �+ COMMUNITY &COUNTY CODES. O ®�� ®®.00000• /�/� ®'� 00 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ,•'® °•.��%j r� Y 0 O! SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ? ®olv� a °o Z +' AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION a o " Q U �c INSTRUCTIONS. _ U.1 1W o° "� �' z a' -aI m Uj Q 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 0 �d� ; 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED®®®�® t'y91DOWN. SEE SHEET S3 •••o®®oo•®'�o�C DETERMINE STEP LOCATIONS RR ADDITIONAL MATION. GC TO IONS IIF REQUIRED Uj LL 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD LL FOOTING STEP DOWN AND CORNER INFORMATION. 0 cn MF01 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 I,j,J S3 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH U) Q PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 0 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE _ - PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL H CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO 0 4 FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM- D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 W PSF. CL O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.G. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE O STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND CL FOOTING SIZES PENDING DEPTH OF STEMWALL. Q F- 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE C6 V N HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --- STOP--- W W CONTACT E,O.R, PRIOR TO CONSTRUCTION Q Q N 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING U SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION O LU MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION U) PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE 0 CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT j U O m REQUIREMENTS ARE MET. w °' FOOTING SCHEDULE 8 9o 12"x12"x12" dp w/#5's EQUALLY SPACED EA. _ U� O WAY MIN. 2 HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. z z 9' BARS & 3" MIN. COVER TO EDGE OF CONC. Z G . pp' 12"x24"x12" dp w/#5's EQUALLY SPACED EA. 24" SIDE Ira" O.0 & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN . Z 2.6 BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" L' - U_ F: M SIDE 6" O.C. O to W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. z Lu U 1'- W 2 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. O_ Z 0 U I- E BARS & 3" MIN. COVER TO EDGE OF CONC. F" � Q � oZS D C/) O28"x28"x12" dp wl #5's EQUALLY SPACED EA: vi Z - N 2.3 mvl M_ WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. O F.� Z F- Z j BARS & 3 MIN. COVER TO EDGE OF CONC. W - `� 0 J U_ (0 0 IM.- 30°x30"x12" dp w/ #5's EQUALLY SPACED EA. I=- C' J p F_ t> >- o 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. � W � 0 00 Q c BARS & 3" MIN. COVER TO EDGE OF CONC. D 4 E26j 0 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. W % Z ©� Z W Z E 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U Z I' u1 Y 0 BARS& 3" MIN. COVER TO EDGE OF CONC. Q ~ 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. ~ 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O W Z o ' r BARS & 3" MIN. COVER TO EDGE OF CONC. _ U.� O 0 42'"x42"x12" dp w/ #5's EQUALLY SPACED EA. �- 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z "' 3 BARS & 3 MIN. COVER TO EDGE OF CONC. 0LU 42 x421x16 dp w/ #5's EQUALLY SPACED EA. O 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. a. BARS & 3" MIN, COVER TO EDGE OF CONC. b 48"x48°x12" dp w/ #5's EQUALLY SPACED EA. z O ;'_ O WAY MIN. 2" HOIRIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q J BARS & 3" MIN. COVER TO EDGE OF CONC 0 W 48"x48"x16" dp wl #5's EQUALLY SPACED EA, W J 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. p >BARS & 3" MIN. (COVER TO EDGE OF CONC. z aW 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 0 Q W 4B WAY MIN. 2" HOIRIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. w W BARS & 3" MIN. COVER TO EDGE OF CONC. LU C7 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. ..1 a 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. a W 00 BARS & 3" MIN. COVER TO EDGE OF CONC. to = U 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 2 V .Q _ BARS & 3" MIN. COVER TO EDGE OF CONC.O m 54"44"x24" dp w/#5's EQUALLY SPACED EA. 0 W N Z WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Uj Q M� BARS & 3" MIN, COVER TO EDGE OF CONC. z 60"x60"x16" dp w/#5's EQUALLY SPACED EA. u) WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. � BLDG DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC. U) STRUCTURAL ENG: MCD 66"x66"x16" dp w/#5's EQUALLY SPACED EA. w -DRAFTING: 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. -DESIGN: --- BARS & 3" MIN, COVER TO EDGE OF CONC, t- STRUCT: DP - QC CHECK: CC co JOB No. PSQ-0204704^� _ SCALE:--- T-__- AS INDICATED FOUNDATION PLAN z-- W DATE: 03/16/18 1/4 =1 -off in LU W prohibited. f these documents wi hout the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC is strictly -COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASgOCIATES, LLC. Any use, duplication, or transfero th st p P SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM (8'-0" O.C. MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. GRADE 60 #5 CONT. FTG. TO TIE BEAM. J 14'-8" 3'41 61.811 n:T-8- Q 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. z z INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. ■ ■ ■ ■ ■ GRADE 60 #5 CONT. FT.G TO TIE BEAM. 0o II o Fh N --�, ca (1) # 5 @ TOP, BOTTOM z &@24"O.C. 0 o _ VERTICALLY BETWEEN p ED °° COLUMN & MAIN w 6'-4" 8'-8" `�' 1'-0° HOUSE CMU Lou ®®e�rlolrrrr®®j w ■ FILLED CELL ®®® ;®. �/�/�`®''.; W °D ■ PLAN VIEW o Q c�;O� 6'9.6 ' u +dC p ap G1 W oTo ¢ . J (1) CONT. # 5 FROM .�Z�_•• ® ®•.•�Gj �� Z O TIE BEAM TO FOOTING Q ®®"'''®d 0 �••® ®•p�o�C��`�� . 0o--------- ■ W 1111111110N MASONRY WALL ti 00 REINFORCING PER a (1) # 5 @ TOP, BOTTOM PLAN (TYP). z o & @ 24" O.C. 0 LLJ VERTICALLY BETWEEN > Q O co COLUMN & MAIN - O HOUSE CMU z SECTION VIEW p is J J ■ Q fiD1 MASONRY COLUMN TIE IN bo,■ I ', ih w C7 Z CL I I I I I I C ■ L —1— 1--1 —�— 1--I--I-- w -- — — -- — — — N d W bo O N Z Q ■ 0 50 ^I1\,C0 o j U c n. NCL Ld 0 --------------- a ■ ■ W .z U� W z ° - m` ■ U z _1 I I -1 LL � ch F_ it _I -- I Q W r~- I U r. M z u.► Q 0 E ---i - J 0 W z 0 Q e= C �----I J Iii I n l i I� ��nI O� LV Z< O J J Cep O 0D Q I t-1- LL -J �'�'� J o~ o o _ 8 O O O1'-10" 0 Z3'-8" 2-6Q IY Uw�=z ■ M i^ Q Uj W C14 I © o b Q 00 <? z ■ �"� "" W N Q Z ~ TIE IN COLUMNa O e- `~ TO WALL PER ■ ■�"'" DETAIL MD10 00 NQ 0 z ■ ■ o >I o J W0 00 _ o W W ;+ o z - n O w LU a w o WOE fl J_ ■ ¢ Q W CL c o O0 � m o O wc`�Z UJ C111- WUJ BLDG DESIGN: fA M I O I ■ • • ■ STRUCTURAL ENG. CD lk— Uj DRAFTING: -DESIGN: U --- T-0" 16'-0" 3'-0" 1'-4" 4'-8" 2'-0" STRUCT: DP QC CHECK: CC I � I C0 JOB No. PSQ-0204704 SCALE: AS INDICATED - --- -- ---- W DATE: 03/16/18 DOWEL PLACEMENT PLAN.. W I 1/4 1 1-011 cinS2C T L s strictly prohibited. ASSOCIATES,I.LLC, An :use duplication, or transfer of these documents withoutthe expressed, written consent of MONTH CONSULTING &.DESIGN OF WMR & ASSOCIA ES LCI st ctl o b t d --COPYRIGHT MCD 2015: The information contained in this document Is copyrighted .and. Is the exclusive property. of MONTH CONSULTING &.DESIGN, OF WMR &y p p y p � I'I ll:.:.. L�IlI!1.1'1'1.11I' III1�IIII!I,I.� ➢I�l �- _- _ - ---_ 1_ � _. ___ � I � �u�� __ _ _ (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRIG WALL BACK 2x BRIG WALL PER Q BOND BEAM IN FULLY :'� MASONRY WALL SO GYP FINISH IS PLAN AND BEARING BOND BEAM 1N FULLY ABOVE - WALL GROUTED CELL. � GROUTED CELL. SEE PLAN ANCHOR TO HAVE MIN. FLUSH W/ Z 11 (2). #5 BARS @ TOP WALL SCHEDULE w SPLICE TO BE MIN. 30 SPLICE TO BE MIN. 30" (2) #5 BARS @ TOP 7" EMBEDMENT BELOW MIN 511 FOUNDATION BELOW D WHEN MONO DEPTH _ All, WHEN MONO DEPTH - LOWEST STEP OF MASONRY WALL �, EXCEEDS 26". IF w °�I EXCEEDS26". IF M CONC. SLAB PER CONC. SLAB PER LU N �., FOUNDATION PLAN CURB FOUNDATION PLAN I SEE PLAN DEPTH IS LESS THAN DEPTH IS LESS THAN cn W M ti CONCRETE SLAB PER 26", THESE BARS ARE CONCRETESLABPER > 26", THESE BARS ARE (1) #5 CONT. W/ 1-1/2" w M COVER TYP. rrr " ¢ N NOT REQUIRED FOUNDATION PLAN NOT REQUIRED Z ¢ > 2x P.T. BASE PLATE FOUNDATION PLAN.13> I z w CONCRETE SLAB PER ow, ng p VARIES oo _i,.— I I _—a' '. " .I=a .°..•..' .=.,d:�� I .e —I _ _ -M i _I— I .�II I I_—III Iq•I —. �I °—_--=_ .—PII �11_ � e —III 1 I FOUN-DATION PLAN II— —I I II I - II IIII dI II• II'a 1 11_: —1 1_-11aI— I —III—II I o�) I w#3 STIRRUPS @ SEE PLAN e .a;: A- rY7> e e:48" O.C. WHEN 'q �a qaMONO DEPTH #3 STIRRUPS @ h 4.QGRADE ,. GRADE ° (- A. ° a zEXCEEDS 26", IF o '.+. �i•' ®,I;I:t.6�'K�411l�/rn/�' •Q/•�I.,.►•��Jj. ,=, aw48O.C. WHEN DEPTHISLESS — II h -�I U MONO � —� EXCEEDS 26 , IFDEPTH THAN 261 — — W Qa I da.. 6 THESEBARs c DEPTH S LESS co 1 ZARE NOT REQ'D THAN 26 (1) #5 BAR CONT. YJ=¢ �OI :Z IRS CO cZU-h•THESE BARS W/ 3" COVER TYP. 1611 " W (2) #LIJ j Uj�� CLEAN COMPACT W/ 3" COVER TYP. wcCee ei■� +C ,. CLEAN COMPACTED FILL @ 95% STANDARD CLEAN COMPACTED (2) #5 BARS CONT. W/ p �i6'.i Z -- (2) #5 BARS CONT. 11 11 0 ® ®® $ 1'-4" FILL @ 95% STANDARD W/ 3" COVER TYP. 8 1 -4 DENSITY FILL @ 95 /o STANDARD 3 COVER TYP. 6 8 8 10 i®�6®®®•®•®®o®® ��C�/®� }`� O DENSITY DENSITY (2) #5 BARS CONT. IN/ CLEAN COMPACTED o '''®®®�! * p O♦®®® U_ ALL REINFORCEMENT SHALL ALL REINFORCEMENT SHALL 3" COVER TYP. A CLEAN COMPACTED w s'ts'trrr® MAINTAIN 3" CLEAR TO MAINTAIN 3" CLEAR TO WHERE 2ND STORY OCCURS, FTG FILL @ 95% STANDARD FILL @ 95% STANDARD _ WHERE 2ND STORY OCCURS, FTG DENSITY DENSITY U_ SHALL BE 1'-4" GRADE AND 1-1/2" CLEAR TO WIDE W/(3) #5 BARS GRADE AND 1-1/2" CLEAR TO SHALL BE 11-411 WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG O ANY FACE EXPOSED TO ANY FACE EXPOSED TO SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-811 WIDE W/(3) #5 BARS z WEATHER WEATHER O W FOOTING F0 NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING F0 BEARING SLAB STEP DOWN o d AF0 TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB O 3/411=1'-0" 3/411=1'_011 3/4"=11-011 3/411=11.0" 3/41'=1'-0" (L r� w s H ' O J L.. I W � O 2x BRIG WALL PER (1) #5 FROM FTG. TO PLAN AND BEARING TIE BEAM SPLICE TO WALL SCHEDULE BE MIN. 30" GROUT CELL SOLID 2x P.T. BASE PLATE SEE PLAN FOR CLEAN COMPACTED SHOWER SIZE FILL @ 95% STANDARD I CONC. SLAB PER 8"x12" o n e . Q.q 4.1 v DENSITY CONC. SLAB PER C7 8x12 THICKENED FOUNDATION PLAN OPTIONAL CURB BY #5 CONT. LL O FOUNDATION PLAN SLAB W/ (1) #5 CONT. `� is ._..._.�_ ° W v � BUILDER W/ 3 COVER TYP. z p a4 '' °° d a p (n LL c °. d e REINFORCEMENT SEE Z I'8 r� CONC. SLAB PER _ �... w..., .1. ,_ w .d, ....., •rd; :��. ;.• .','.•' Z a' W Z �' e• w v 4..� FOUNDATION PLAN <? ..'. y- '' °. ti °,. ,... GRADE a. I '' a _;wr FOUNDATION PLAN a ° _ O ' ° .�. q V o � '' < • __ � :.�P..'.. r FOR QUANTITY _III—III III _ — — _ ��. � •. .. a ♦.,• A ° , d ' •I � I—�-I � I_I � I— � I ----I I d .• :: ♦ I � I.—I I .. • d . q. � _ � . .� ...• .� -1 1=1-1 I I= ; : ; • :' I I_ e4 ' _ .I LWI I_I t III III I I T_ =1 :: I .. '...:' ... p' . III=III e e j. 90 -DEGREE #5 HOOK _ GRADE — ,—I ,q ° -_ .de. a -- I_I I I—III =_ _— ° III III a q BARS AT CORNER, OR L L I •. III—I VERIFY PLAN DETAILS ..o : 4 BEND CONTINUOUS #5 0 ° _ 'I I I I, I I I I III I I „ 11 1° I III— oo -- I—I i I I —III—I �•- 8 I I 8 I I —III' w . e FOR REQUIRED #5 , . n `r BARS AROUND U o� _,.•_ 11. '.'. _ .' ^ . —I I I'— - i = W r. _ _ • .r .r �' . _ °. '. °' . • ' d e' a .' �4 e V C p45ti —III III=III— - I 1 I I I—__ -I III—= --T I— u� e I I CONT. BARS. MAINTAIN a... a CORNER. LAP REBAR z �o (2) #5 BARS CONT. W/ — (2) #5 BARS @ TOP �.. -1 I I --I I —I I hI I I I __ 3 COVER TYP: 811 811 811 811 -I I : •^- — ' —=I I= WHEN MONO DEPTH i III i I --- -- — —� 3" COVERTYP. .�Q�.:� ..� _.. • 0 ""'' e' ° PER DETAIL MD08 ON I-- � o� 01 1III—III I — I I-1 I I— —III --•—I 1 ° dq '? • . o � Z — - EXCEEDS 26". IF —I I I I I I I 116" MIN. —I 46" MIN. e e �' �. ,_ _ Q e .. LINTEL PLAN -1 I III -1'-411 I I _ DEPTH IS LESS THAN VERIFY PLAN DETAILS I III , , I I III -1 1 1 (�') M 26", THESE BARS ARE BEND EACH CONT. #5 "' z #3 STIRRUPS @ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, z /�''� W w w O.C. WHEN MONO CONT. BARS. MAINTAIN OR INSTALL #5 HOOK U O U W DEPTH EXCEEDS 26 , 2 #5 BARS CONT. CLEAN COMPACTED D _ E WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3" COVER TYP. FILL@ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. 1 06 o vim.. $ SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26'" THESE $ARS DENSITY BAR: LAP REBAR PER O � U w Z a M �' � DETAIL MD08 ON J F- Z > ARE NOT REQ'D LINTEL PLAN _ H U O m 1u w e R- A DETAIL TOP VIEW C� _j 0 o "FOFOOTING AT INTERIOR BEARING F0 FOOTING @SHOWER AT MASONRY A�F�OTHICKENED EDGE AF0 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR D C ) �_ iW Z ,� O Q ., 3/4"=1'-0" 3/4"=1'-0" 3/411=1,_011 3/4"=1'-0" 'S J Z <t p � :� w 0 3/4"=1'-0" W I-- o= Z w Z E U OZH-WR0 8" C.M.U. FINISH PER 811 CMU - W h ELEV. FINISH PER ELEV. p W Z w CONC. SLAB PER v FINISH FLOOR v _ O p FOUNDATION PLAN ¢ z ! PENETRATING PIPE FINISH .FLOOR Z �4i111 1, MAX. 4" PENETRATING � V e. MAX 4" p Z P• •- a q..`'-. #5 LOOP TIE (TYP.) a' ;.Q o PIPE. a �.. r ° GRADE WOOD POST PER PLAN O - FILLED CELL PER PLAN .. i = <.a — FOR SIZE AND BASE I` F- U ,•, ,� •, REFER TO CONNECTION z Q w ® , . FOUNDATION PLAN NOTE: AT FRENCH z FOR CONT. TOP COURSE TO BE Q .. 4" FOUNDATION PVC SLEEVE MAX —� O (n Lu W O DOOR LOCATIONS. m - — — -- CHAIR BLOCKS. o ' CONTRACTOR TO — '- — INFORMATION 6" DIAMETER _ = I :.. I =I I - ENTIRE BASE TO BE W W VERIFY WITH DOOR GARAGE M z °.d�. a4 - FOOTING PER PLAN FILLED SOLID *tl FOOTING PER PLAN SEE ELEVATION W MANUF. FOR 'A:a SLOPE I—I I I CMU BASE W/ (1) #5 Q REQUIRED RECESS — _ z ' 1 �I I I_I I �- CLEAN COMPACTED VERTICAL EA. _ = Z y •. THRESHOLD PER MFR'S. PVC SLEEVE o MAX 6" DIA. CORNER. SEE PLAN p W 0 � TOP VIEW CORNER. (FRONT FILM@�5/oSTANDARD @ �- J W SPECIFICATIONS /SIDE VIEW DENSITY ( ) FOR BASE SIZE; BARS z W (L TO TIE INTO EXT: FTG. A. THRESHOLD PER EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER MANUFACTURERS FRONT ENTRY DOOR &GARAGE GARAGE WALL CONNECTION IN OR EPDXY ' .a : a 0 V a Q FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION SPECIFICATIONS BEYOND (2) #5 x 41.0" BARS . • ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS e , e' > p W m CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE -) A PENETRATION FOOTING PER MF08 ON �. ;a a e' [� O hl Z Y a ° a d. THIS SHEET BEYOND W 01 CONC. SLAB PER w DRIVEWAY B a. a Q a' W z M1 _ Q 4 e° . O4 p D. N FOUNDATION PLAN w 11 --- =_ BUILDER- CONCRETE — - , . Q CONC. SLAB OR 4 OR PAVERS - ,, I_ 1*4 a_PAVERS PER PLAN PITCH . ' aeWco ��I — —— e BLDG DESIGN: -- a a - GRAD STRUCTURAL ENG_ ._ MCD _ `' ' SLOPE _ISI— —b -- -- : — . 4. —�_ w DRAFTING: —i 1I --- a•' ° `� a ___ I —I (I — �. DESIGN: -- III I aI I I_� a q — I I`I CLEAN COMPACTED 4 ° _ I �- Y : z — _ I d. ° = 1- STRUCT: DP PER DOOR MANUFACTURER _,....._ .:.. SLOPE EXT. SURFACE III— --_— —III=) 1 I` : I oo -` _ e : , .. —III SEE FOUNDATION FOR T ' A I_ V _ •Q. ,•a ..d. ' ' • , — — .—I 1 I— FILL @ 95% STANDARD I I I I I I � I I,, � . � as a I I REFER TO PAD SIZE a �� QC CHECK: CC OR GRADE 1/8" PER I-1 I=_ I— 111-1 I I_ I I _ .L �, : , e a ' ---_ -- - -1 I I _I I =1 I I III DENSITY — — �— — —FOUNDATION PLAN ° q . FOOT AWAY FROM 1. 11 _ _ _ — — �.'jL' '� .r,, :_ 1'6&1 ' , a JOB No. PSQ-0204704 8 x 8 THICKENED PIPE PARALLEL TO FND ;I) I=) I ISI I I—III— I I=I _FOR CDNT• CLEAN COMPACTED III BUILDING 4 g SEE,FDN. FILL @ 95% STANDARD 01 or 1/2 FIBER EXPANSION EDGE W/ (1) #5, CONT. .III I _I I- FOUNDATION i "a • ; a' d SCALE: AS INDICATED W/ 3" COVER, TYP. I I PLAN FOR 1 INFORMATION DENSITY AS REQUIRED SIZE & REINF. — — — w DATE: 03!16/18 O FOOTING ENTRY MASONRY COLUMN 4R'1),EXTERIOR DOOR POURED SILL F1 THICKENED EDGE GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND AF'ik@, ` W 3/411=11.011 3/4"=1'-0" 3/4"=1'-011 3/4"=11.011 � I ASSOCIATES, LLC is strictly prohibited. LC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR .& AS , HT MGD 2015: The information contained in this. document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASI OCIATES, L y p p Y p COPYRIGHT IS NOTE TO CONTRACTOR: ._. _ _. p ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY Wt DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D o 0 - FOUNDATION FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS z W ADJACENT MONO AND/OR STEM WALL c6 FOUNDATIONS AS SPECIFIED THIS DETAIL. I MIN. 24" BEFORE e . e 4< W IL g ANOTHER STEP 01 d '•. d ¢ t-% 3: - - --- -- CONC. SLAB PER 8"x12" o n e . Q.q 4.1 v DENSITY CONC. SLAB PER C7 8x12 THICKENED FOUNDATION PLAN OPTIONAL CURB BY #5 CONT. LL O FOUNDATION PLAN SLAB W/ (1) #5 CONT. `� is ._..._.�_ ° W v � BUILDER W/ 3 COVER TYP. z p a4 '' °° d a p (n LL c °. d e REINFORCEMENT SEE Z I'8 r� CONC. SLAB PER _ �... w..., .1. ,_ w .d, ....., •rd; :��. ;.• .','.•' Z a' W Z �' e• w v 4..� FOUNDATION PLAN <? ..'. y- '' °. ti °,. ,... GRADE a. I '' a _;wr FOUNDATION PLAN a ° _ O ' ° .�. q V o � '' < • __ � :.�P..'.. r FOR QUANTITY _III—III III _ — — _ ��. � •. .. a ♦.,• A ° , d ' •I � I—�-I � I_I � I— � I ----I I d .• :: ♦ I � I.—I I .. • d . q. � _ � . .� ...• .� -1 1=1-1 I I= ; : ; • :' I I_ e4 ' _ .I LWI I_I t III III I I T_ =1 :: I .. '...:' ... p' . III=III e e j. 90 -DEGREE #5 HOOK _ GRADE — ,—I ,q ° -_ .de. a -- I_I I I—III =_ _— ° III III a q BARS AT CORNER, OR L L I •. III—I VERIFY PLAN DETAILS ..o : 4 BEND CONTINUOUS #5 0 ° _ 'I I I I, I I I I III I I „ 11 1° I III— oo -- I—I i I I —III—I �•- 8 I I 8 I I —III' w . e FOR REQUIRED #5 , . n `r BARS AROUND U o� _,.•_ 11. '.'. _ .' ^ . —I I I'— - i = W r. _ _ • .r .r �' . _ °. '. °' . • ' d e' a .' �4 e V C p45ti —III III=III— - I 1 I I I—__ -I III—= --T I— u� e I I CONT. BARS. MAINTAIN a... a CORNER. LAP REBAR z �o (2) #5 BARS CONT. W/ — (2) #5 BARS @ TOP �.. -1 I I --I I —I I hI I I I __ 3 COVER TYP: 811 811 811 811 -I I : •^- — ' —=I I= WHEN MONO DEPTH i III i I --- -- — —� 3" COVERTYP. .�Q�.:� ..� _.. • 0 ""'' e' ° PER DETAIL MD08 ON I-- � o� 01 1III—III I — I I-1 I I— —III --•—I 1 ° dq '? • . o � Z — - EXCEEDS 26". IF —I I I I I I I 116" MIN. —I 46" MIN. e e �' �. ,_ _ Q e .. LINTEL PLAN -1 I III -1'-411 I I _ DEPTH IS LESS THAN VERIFY PLAN DETAILS I III , , I I III -1 1 1 (�') M 26", THESE BARS ARE BEND EACH CONT. #5 "' z #3 STIRRUPS @ 48" NOT REQUIRED FOR REQUIRED #5 BAR AT STEP DOWN, z /�''� W w w O.C. WHEN MONO CONT. BARS. MAINTAIN OR INSTALL #5 HOOK U O U W DEPTH EXCEEDS 26 , 2 #5 BARS CONT. CLEAN COMPACTED D _ E WHERE 2ND STORY OCCURS, FTG IF DEPTH IS LESS W/ 3" COVER TYP. FILL@ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. 1 06 o vim.. $ SHALL BE 1'-8" WIDE W/(3) #5 BARS THAN 26'" THESE $ARS DENSITY BAR: LAP REBAR PER O � U w Z a M �' � DETAIL MD08 ON J F- Z > ARE NOT REQ'D LINTEL PLAN _ H U O m 1u w e R- A DETAIL TOP VIEW C� _j 0 o "FOFOOTING AT INTERIOR BEARING F0 FOOTING @SHOWER AT MASONRY A�F�OTHICKENED EDGE AF0 TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR D C ) �_ iW Z ,� O Q ., 3/4"=1'-0" 3/4"=1'-0" 3/411=1,_011 3/4"=1'-0" 'S J Z <t p � :� w 0 3/4"=1'-0" W I-- o= Z w Z E U OZH-WR0 8" C.M.U. FINISH PER 811 CMU - W h ELEV. FINISH PER ELEV. p W Z w CONC. SLAB PER v FINISH FLOOR v _ O p FOUNDATION PLAN ¢ z ! PENETRATING PIPE FINISH .FLOOR Z �4i111 1, MAX. 4" PENETRATING � V e. MAX 4" p Z P• •- a q..`'-. #5 LOOP TIE (TYP.) a' ;.Q o PIPE. a �.. r ° GRADE WOOD POST PER PLAN O - FILLED CELL PER PLAN .. i = <.a — FOR SIZE AND BASE I` F- U ,•, ,� •, REFER TO CONNECTION z Q w ® , . FOUNDATION PLAN NOTE: AT FRENCH z FOR CONT. TOP COURSE TO BE Q .. 4" FOUNDATION PVC SLEEVE MAX —� O (n Lu W O DOOR LOCATIONS. m - — — -- CHAIR BLOCKS. o ' CONTRACTOR TO — '- — INFORMATION 6" DIAMETER _ = I :.. I =I I - ENTIRE BASE TO BE W W VERIFY WITH DOOR GARAGE M z °.d�. a4 - FOOTING PER PLAN FILLED SOLID *tl FOOTING PER PLAN SEE ELEVATION W MANUF. FOR 'A:a SLOPE I—I I I CMU BASE W/ (1) #5 Q REQUIRED RECESS — _ z ' 1 �I I I_I I �- CLEAN COMPACTED VERTICAL EA. _ = Z y •. THRESHOLD PER MFR'S. PVC SLEEVE o MAX 6" DIA. CORNER. SEE PLAN p W 0 � TOP VIEW CORNER. (FRONT FILM@�5/oSTANDARD @ �- J W SPECIFICATIONS /SIDE VIEW DENSITY ( ) FOR BASE SIZE; BARS z W (L TO TIE INTO EXT: FTG. A. THRESHOLD PER EXTEND SLAB OUT 1 1/2" AT CONC. SLAB PER MANUFACTURERS FRONT ENTRY DOOR &GARAGE GARAGE WALL CONNECTION IN OR EPDXY ' .a : a 0 V a Q FOUNDATION PLAN CONTACT EOR FOR ADDITIONAL REVIEW CONNECTION SPECIFICATIONS BEYOND (2) #5 x 41.0" BARS . • ENTRY SWING DOOR FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS e , e' > p W m CENTERED AT PIPE PVC OR SCH40 SLEEVE THICKENED EDGE -) A PENETRATION FOOTING PER MF08 ON �. ;a a e' [� O hl Z Y a ° a d. THIS SHEET BEYOND W 01 CONC. SLAB PER w DRIVEWAY B a. a Q a' W z M1 _ Q 4 e° . O4 p D. N FOUNDATION PLAN w 11 --- =_ BUILDER- CONCRETE — - , . Q CONC. SLAB OR 4 OR PAVERS - ,, I_ 1*4 a_PAVERS PER PLAN PITCH . ' aeWco ��I — —— e BLDG DESIGN: -- a a - GRAD STRUCTURAL ENG_ ._ MCD _ `' ' SLOPE _ISI— —b -- -- : — . 4. —�_ w DRAFTING: —i 1I --- a•' ° `� a ___ I —I (I — �. DESIGN: -- III I aI I I_� a q — I I`I CLEAN COMPACTED 4 ° _ I �- Y : z — _ I d. ° = 1- STRUCT: DP PER DOOR MANUFACTURER _,....._ .:.. SLOPE EXT. SURFACE III— --_— —III=) 1 I` : I oo -` _ e : , .. —III SEE FOUNDATION FOR T ' A I_ V _ •Q. ,•a ..d. ' ' • , — — .—I 1 I— FILL @ 95% STANDARD I I I I I I � I I,, � . � as a I I REFER TO PAD SIZE a �� QC CHECK: CC OR GRADE 1/8" PER I-1 I=_ I— 111-1 I I_ I I _ .L �, : , e a ' ---_ -- - -1 I I _I I =1 I I III DENSITY — — �— — —FOUNDATION PLAN ° q . FOOT AWAY FROM 1. 11 _ _ _ — — �.'jL' '� .r,, :_ 1'6&1 ' , a JOB No. PSQ-0204704 8 x 8 THICKENED PIPE PARALLEL TO FND ;I) I=) I ISI I I—III— I I=I _FOR CDNT• CLEAN COMPACTED III BUILDING 4 g SEE,FDN. FILL @ 95% STANDARD 01 or 1/2 FIBER EXPANSION EDGE W/ (1) #5, CONT. .III I _I I- FOUNDATION i "a • ; a' d SCALE: AS INDICATED W/ 3" COVER, TYP. I I PLAN FOR 1 INFORMATION DENSITY AS REQUIRED SIZE & REINF. — — — w DATE: 03!16/18 O FOOTING ENTRY MASONRY COLUMN 4R'1),EXTERIOR DOOR POURED SILL F1 THICKENED EDGE GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS PIPE PERPENDICULAR TO FND AF'ik@, ` W 3/411=11.011 3/4"=1'-0" 3/4"=1'-011 3/4"=11.011 � I ASSOCIATES, LLC is strictly prohibited. LC. An use duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR .& AS , HT MGD 2015: The information contained in this. document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASI OCIATES, L y p p Y p COPYRIGHT IS THE GROUT IS LEVEL °:°1 I. METAL SCREEN 0 328/0 1234/0 PRECAST LINTEL LOAD TABLE 2662/0 2439/0 1997/0 Q GENERAL CONCRETE LINTEL SCHEDULE a' NO z p _ m Z ®� ,� d L : _j m •� 0 uj 1w Q p: z .v WITH TOP OF BLOCK FOR AT CORNERS PRECAST"U' LATH OR WIRE 0 292/0 1160/0 1660/0 16'_0" 0 284/0 950/0 1379/0 A 'p LINTEL REQUIREMENTS , „ PROPER TRUSS/ FLOOR �� PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL 55/8 91/2 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 121 /2 APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, LOTTS, &POWERS STEEL #5 31/8 a SYSTEM BEARING (MIN 3) HOOK BAR. LAP LINTEL PLAN. IF &PAPER FELT PROHIBITED) 7 1151/2 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., LOTTS CONCRETE, POWERS STEEL 30 41/2 81/16 181/2 48 #7 43/8 OTHER BARS INTO REBAR IS 16 1/2 35 TYPICAL TRUSS ANCHOR PER PLAN 913/16 STANDARD LINTEL NOTES 56 STANDARD LINTELS CORNER AS REQ'D INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW MIN; CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-IB/8F24-OB 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED TO BE FILLED 1'-6" 2231 3069/3069 6113/6113 8974 / 8974 10000 / 10000 0 HOOKED INTO MD08 _ 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ?S V Q _ 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 SIDE VERTICALS ' --- STANDARD 90 DEGREE HOOK 2. (1) #5 REBAR 1N TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY a° ° . . 141' • • a �. 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 OPENINGS. U.N.O. ° ° .. d° 4 a ° -�^� 4 ' 7— "`�' 7-7— a ° •. —° — - ". �_;' CL TYP. BOND BEAM 8"' x8" x 16" K.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. z W �_ �� 3 2 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 3 -4 �� 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 LINTEL BLOCK FELL W/ 3000 psi CONC. e : °° p N END a ° ° ° a a • ; > ° 4. j a 4 ° m W/ 1 #5 DIA. REBAR O 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN w 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 2549 4 ' a ., z X Q M 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ° 4 , 4 ° a° o I a ` LU W O z ENGINEERING LETTER, IFA SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 ° s in U. g 9 �� N °I tt 4° N ' m a _ 4 5. O ANY LINTEL DEEPER THAN 32 HAS BEEN VERIFIED TO WORK AS A MIN. 32 FOR THE LOAD 71-0 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 I ! 4 1 IF ° BOTTOM STEEL IN LINTEL ..A I: a , z c� 0 o� g w ° e:..• „ CONDITIONS. ANY LINTEL GREATER THAN 32 HAS A GREATER CAPACITY AND THEREFORE IS z0 K MIN. O 8 -0 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 ° . ° INDICATE - SHOULD HOOK INTO : • u7 ADEQUATE FOR THE LOADS. I� 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 z a ; VERTICAL CELLS PER MD08 •' . ° : �. a ° °° ('°'""'' as 6. G.C. TO VERIFY ALL LINTEL DIMS 1N FIELD WITH WINDOW R.O• SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY W A 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 101-8,' 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 a A _,_. ,_,,,,,, . ° ' _ . 4 : : 5 ROUGH OPENING PER PLAN SPAN B 8. 170R COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. I,._ -DESIGN: __. DP WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. a) W co 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11'-2" 255 471 /352 1075 / 1075 1838 / 1567 2883 / 2003 W , ' CL ° ° '. STD. 90 DEGREE ANGLE 3000 psi p 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL Uj O ®��`l►t168111/�®�'� ` s �r �`` * �� /'� a /Ij o 12 -0 �� 239 418/297 1075/1045 1838/1446 2883/1848 _ :. �, I a' d I° SCALE: AS INDICATED CONC. W/ (1) #5 DIA. REBAR 3/4"=1'-0'' SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS U ®......•• i o0 h••%2.�� oa ,- „ 12 8 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 ° . a . �8ri_ 1 r L_OrrS4C ®��® ®,.• LU O 8"x8"x16"CMU U.N.O, INDICATES FILLED C ELL FROM FTG. TO TIE °:°1 I. 13'-4" 0 328/0 1234/0 1779/0 2662/0 2439/0 1997/0 Q MATERIALS a' NO z p _ m Z ®� ,� d L : _j m •� 0 uj 1w Q p: z .v z AL SHEAR WALL 14'-0" 0 292/0 1160/0 1660/0 16'_0" 0 284/0 950/0 1379/0 A 'p LINTEL REQUIREMENTS , „ o„ #4 21/2 55/8 91/2 20 ° 55/8 121 /2 32 #5 31/8 8"x8"x16"CMU U.N.O, INDICATES FILLED C ELL FROM FTG. TO TIE °:°1 I. 13'-4" 0 328/0 1234/0 1779/0 2662/0 2439/0 1997/0 Q MATERIALS a' NO z p _ m Z ®� ,� d L : _j m •� 0 uj 1w Q p: z .v z AL SHEAR WALL 14'-0" 0 292/0 1160/0 1660/0 16'_0" 0 284/0 950/0 1379/0 1, fc PRECAST LINTELS = 3500 PSI. LINTEL REQUIREMENTS , „ o„ #4 21/2 55/8 p ° °I '' BEAM W/ (1) #5 BAR W/3000 psi CONC. SEE 10-W 0 211 / 0 750 / 0 1177 ! 0 1676 / 0 Q A �, 6 -j z �. W d 18'-8" 0 142/0 598/0 1114/0 1468/0 2. fc PRESTRESSED LINTELS = 6000 psi. o ; d •.• f ,* ° I a MD08 FOR LAP INFO. �. ,� ,� -1: ••• 4✓ °, ` 20 -0 0 180/0 598/0 1024/0 1441/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. v' d� •••••® p� `,,,` O � pP' PROVIDE CLEAN OUT OPENING @GROUT 20'-8 0 145/0 550 / 0 981 / 0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W! MINIMUM NET AREA COMPRESSIVE U_ Zi1�®1 �w®w°�'�� m u - FILLED CELL AND REBAR (TYP). MORTAR 221_8" 0 1 110/0 1 45010 1 824/0 1 1147 / 0w 11," JOINTS SHOULD NOT BE CUT STRENGTH = 1900 PSI. RECESSED LINTELS -FILLED i- CLEAR OPENING R -1 B/ R6 -0B 8R14-1 B/8R14-0 SR22-1 B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW U_ SEE FOUNDATION FOR FOOTING 8 6 8 B RELAXATION. 7/32 WIRE PER ASTM A510. O ° 2'-4" 1694/1694 3725/3280 5499/5421 ' ll Z �, I• a ' 2�Q1425 / 1425 3343 ! 3280 4933 / 4933 ' LINTEL DESIGNATION SCHEDULE o w °:°1 I. 2769/2769 4085/4085 ° BEND 0 LENGTH W Q LENGTH a' NO -SHEAR WALLT OPENING "All TYPI AL SHEAR WALL SEGMENT �p V11311 licit I'D" 31_411 1081/920 2769/1716 4085/2839 3127/2839 7 14 MARK PROVIDE CLEAN OUT OPENING @GROUT 20'-8 0 145/0 550 / 0 981 / 0 1376 / 0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W! MINIMUM NET AREA COMPRESSIVE U_ Zi1�®1 �w®w°�'�� m u - FILLED CELL AND REBAR (TYP). MORTAR 221_8" 0 1 110/0 1 45010 1 824/0 1 1147 / 0w 11," JOINTS SHOULD NOT BE CUT STRENGTH = 1900 PSI. RECESSED LINTELS -FILLED i- CLEAR OPENING R -1 B/ R6 -0B 8R14-1 B/8R14-0 SR22-1 B/8R22-OB 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW U_ SEE FOUNDATION FOR FOOTING 8 6 8 B RELAXATION. 7/32 WIRE PER ASTM A510. O ° 2'-4" 1694/1694 3725/3280 5499/5421 ' ll Z �, I• a ' 2�Q1425 / 1425 3343 ! 3280 4933 / 4933 ' LINTEL DESIGNATION SCHEDULE o w 5-4 664 / 572 1761 / 1761 2595 / 2595 R = RECESSED, & FILLED WITH GROUT w 6'4" 526/434 1539/1539 1329 / 2267 a 8R6 -0B/1 T. ---- -- - ADO*kTYPICAL MASONRY CONSTRUCTION 7'-4" 480/322 1334/1334 1964/1552 O ��- QUANTITY OF #5 REBAR @ 81-4" 415 / 235 1152 / 1152 1694 /1552 O 88F8-0B/1T $F 6" 6)1 T BOTTOM OF LINTEL CAVITY o 3/4"=1-0 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-16/17 `--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. 81716-16/17 w TYPE DESIGNATION NOMINAL WIDTH d Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8R14-OB/1T SEE DOWEL LAYOUT 0 O :.a.• �....:.. WALL LEGEND _ „ F- ' PLAN FOR FILLED CELL O 8F16-OB/1T 1 1/2 CLEAR o INFORMATION. MIN. (1) _ ¢ _.a... G 81720-1B/1T O ;e'. .•+,.::. IS REQUIRED ON _ L4[ �; LINTEL PER PLAN �" ..,::, ;, : '....:. , , : : • . EITHER SIDE OF C..� = 9'-4" T.O.M. - INTERIOR/EXTERIOR —"` z #5 REBAR AT TOP MIN. (1) REQ'D W •• +'::. BEARING WALL (OR LINTEL O 81720-OB/1T - U -� `' •' OPENING U.N.O. ~ 0 • • IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ 8R22-16/17 v0 GROUT m 10'-8" T.O.M. ¢ zC.M.U. ¢ :.... ti . .. TRANSOM OPENING ,;; �. ARCHITECTURAL PLANS L6 z #5 REBAR AT BOTTOM OF LINTEL ►�- 6'-0" U.N.O. O 81724-16/17 _ O W / \ ca CAVITY FRAME INFILL AROUND ' ' 0 8R22-0B/1T BOTTOM REINFORCING PROVIDED z0 WINDOW BY BUILDER (2) 2x8 SYP #2 P.T. WOOD HEADER / \ 7-5/8 ACTUAL IN LINTEL (VARIES) � ' SEE WF BY B FOR ` TURNED SIDEWAYS. ATTACH (2) 2x8 p p� SYP #2 P.T. HEADER TO MASONRY _ 8" NOMINAL WIDTH > U o MORE INFO 81724-06117 O WALL W/ SIMPSON HU28-2 OR HUC28-2 �' O 8'-0 N FILLED HANGER @ EA. END. USING (14)1/4,. co O 8R30-1B/1T _ r.... DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 'A;•• INTO HEADER. NAIL EACH PLY AND I, O 81732-16/17 1-1/2" CLEAR � , V 4 ., 4G�,",.' EACH ADDITIONAL HEADER PLY W/ (2) DOROWS OF 1Od NAILS STAGGERED @ 6" 8R30-0B/1T o U CO.C. AND MIN. 2" FROM ENDS. �y:. •.< #5 REBAR AT TOP MIN. (1) REQ'D Z,. 81732 -06/17 U o� lmzC.M,U. < Z 8F38 -1B/1T C9DOOR OR WINDOW OPEN5 o C �w r rr u 8F12 -1 B/OT `- L6 0 z p W U rr`. I_W— REFER TO DESIGN O MAX 4 -0 PLANS FOR REQUIRED Of 0 81740 -16/17 �`----�I` BOTTOM REINFORCING PROVIDED ¢ ,"�''r� o�S -' IN -FILL FRAMING O 7-5/8" ACTUAL IN LINTEL (VARIES) p W o w z C] M c DIMENSIONS c' 8" NOMINAL WIDTH u Z Q 0 � CO 8172$ -1 B/1T _ DO LINTEL W/ TRANSOM DETAIL So ~00U_ F 0 8F40 -0B/1T UNFILLED _ Z = cn o ¢ 3/411= -011 co 0 W 1— o=zWz E U) WOzl-wY0 1-- U¢�W a ►�- 1-1/2" CLEAR ¢ M ¢ W z o f- o REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) °:°1 I. 2769/2769 4085/4085 a. BEND 0 LENGTH W Q LENGTH 4 . Z M+ "All 1113#1 licit 'f D" �p V11311 licit I'D" 31_411 1081/920 2769/1716 4085/2839 3127/2839 7 15 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U =UNFILLED o„ #4 21/2 55/8 91/2 20 ° 55/8 121 /2 32 #5 31/8 a 2121/1716 1 It ° 7 5-4 664 / 572 1761 / 1761 2595 / 2595 R = RECESSED, & FILLED WITH GROUT w 6'4" 526/434 1539/1539 1329 / 2267 a 8R6 -0B/1 T. ---- -- - ADO*kTYPICAL MASONRY CONSTRUCTION 7'-4" 480/322 1334/1334 1964/1552 O ��- QUANTITY OF #5 REBAR @ 81-4" 415 / 235 1152 / 1152 1694 /1552 O 88F8-0B/1T $F 6" 6)1 T BOTTOM OF LINTEL CAVITY o 3/4"=1-0 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-16/17 `--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. 81716-16/17 w TYPE DESIGNATION NOMINAL WIDTH d Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8R14-OB/1T SEE DOWEL LAYOUT 0 O :.a.• �....:.. WALL LEGEND _ „ F- ' PLAN FOR FILLED CELL O 8F16-OB/1T 1 1/2 CLEAR o INFORMATION. MIN. (1) _ ¢ _.a... G 81720-1B/1T O ;e'. .•+,.::. IS REQUIRED ON _ L4[ �; LINTEL PER PLAN �" ..,::, ;, : '....:. , , : : • . EITHER SIDE OF C..� = 9'-4" T.O.M. - INTERIOR/EXTERIOR —"` z #5 REBAR AT TOP MIN. (1) REQ'D W •• +'::. BEARING WALL (OR LINTEL O 81720-OB/1T - U -� `' •' OPENING U.N.O. ~ 0 • • IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ 8R22-16/17 v0 GROUT m 10'-8" T.O.M. ¢ zC.M.U. ¢ :.... ti . .. TRANSOM OPENING ,;; �. ARCHITECTURAL PLANS L6 z #5 REBAR AT BOTTOM OF LINTEL ►�- 6'-0" U.N.O. O 81724-16/17 _ O W / \ ca CAVITY FRAME INFILL AROUND ' ' 0 8R22-0B/1T BOTTOM REINFORCING PROVIDED z0 WINDOW BY BUILDER (2) 2x8 SYP #2 P.T. WOOD HEADER / \ 7-5/8 ACTUAL IN LINTEL (VARIES) � ' SEE WF BY B FOR ` TURNED SIDEWAYS. ATTACH (2) 2x8 p p� SYP #2 P.T. HEADER TO MASONRY _ 8" NOMINAL WIDTH > U o MORE INFO 81724-06117 O WALL W/ SIMPSON HU28-2 OR HUC28-2 �' O 8'-0 N FILLED HANGER @ EA. END. USING (14)1/4,. co O 8R30-1B/1T _ r.... DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 'A;•• INTO HEADER. NAIL EACH PLY AND I, O 81732-16/17 1-1/2" CLEAR � , V 4 ., 4G�,",.' EACH ADDITIONAL HEADER PLY W/ (2) DOROWS OF 1Od NAILS STAGGERED @ 6" 8R30-0B/1T o U CO.C. AND MIN. 2" FROM ENDS. �y:. •.< #5 REBAR AT TOP MIN. (1) REQ'D Z,. 81732 -06/17 U o� lmzC.M,U. < Z 8F38 -1B/1T C9DOOR OR WINDOW OPEN5 o C �w r rr u 8F12 -1 B/OT `- L6 0 z p W U rr`. I_W— REFER TO DESIGN O MAX 4 -0 PLANS FOR REQUIRED Of 0 81740 -16/17 �`----�I` BOTTOM REINFORCING PROVIDED ¢ ,"�''r� o�S -' IN -FILL FRAMING O 7-5/8" ACTUAL IN LINTEL (VARIES) p W o w z C] M c DIMENSIONS c' 8" NOMINAL WIDTH u Z Q 0 � CO 8172$ -1 B/1T _ DO LINTEL W/ TRANSOM DETAIL So ~00U_ F 0 8F40 -0B/1T UNFILLED _ Z = cn o ¢ 3/411= -011 co 0 W 1— o=zWz E U) WOzl-wY0 1-- U¢�W a ►�- 1-1/2" CLEAR ¢ M ¢ W z o f- o REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 3'-0" 1230/1230 2769/2769 4085/4085 BAR SIZE BEND 0 LENGTH W Q LENGTH LAP SPLICE Z M+ "All 1113#1 licit 'f D" �p V11311 licit I'D" 31_411 1081/920 2769/1716 4085/2839 3127/2839 7 15 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U =UNFILLED o„ #4 21/2 55/8 91/2 20 3 55/8 121 /2 32 #5 31/8 4'-4" 846/833 2121/1716 1 It 33/4 5-4 664 / 572 1761 / 1761 2595 / 2595 R = RECESSED, & FILLED WITH GROUT w 6'4" 526/434 1539/1539 1329 / 2267 a 8R6 -0B/1 T. ---- -- - ADO*kTYPICAL MASONRY CONSTRUCTION 7'-4" 480/322 1334/1334 1964/1552 O ��- QUANTITY OF #5 REBAR @ 81-4" 415 / 235 1152 / 1152 1694 /1552 O 88F8-0B/1T $F 6" 6)1 T BOTTOM OF LINTEL CAVITY o 3/4"=1-0 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER Q 8R14-16/17 `--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. 81716-16/17 w TYPE DESIGNATION NOMINAL WIDTH d Z SEE PLAN FOR TOP OF WALL AND LINTEL INFO Q 8R14-OB/1T SEE DOWEL LAYOUT 0 O :.a.• �....:.. WALL LEGEND _ „ F- ' PLAN FOR FILLED CELL O 8F16-OB/1T 1 1/2 CLEAR o INFORMATION. MIN. (1) _ ¢ _.a... G 81720-1B/1T O ;e'. .•+,.::. IS REQUIRED ON _ L4[ �; LINTEL PER PLAN �" ..,::, ;, : '....:. , , : : • . EITHER SIDE OF C..� = 9'-4" T.O.M. - INTERIOR/EXTERIOR —"` z #5 REBAR AT TOP MIN. (1) REQ'D W •• +'::. BEARING WALL (OR LINTEL O 81720-OB/1T - U -� `' •' OPENING U.N.O. ~ 0 • • IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ 8R22-16/17 v0 GROUT m 10'-8" T.O.M. ¢ zC.M.U. ¢ :.... ti . .. TRANSOM OPENING ,;; �. ARCHITECTURAL PLANS L6 z #5 REBAR AT BOTTOM OF LINTEL ►�- 6'-0" U.N.O. O 81724-16/17 _ O W / \ ca CAVITY FRAME INFILL AROUND ' ' 0 8R22-0B/1T BOTTOM REINFORCING PROVIDED z0 WINDOW BY BUILDER (2) 2x8 SYP #2 P.T. WOOD HEADER / \ 7-5/8 ACTUAL IN LINTEL (VARIES) � ' SEE WF BY B FOR ` TURNED SIDEWAYS. ATTACH (2) 2x8 p p� SYP #2 P.T. HEADER TO MASONRY _ 8" NOMINAL WIDTH > U o MORE INFO 81724-06117 O WALL W/ SIMPSON HU28-2 OR HUC28-2 �' O 8'-0 N FILLED HANGER @ EA. END. USING (14)1/4,. co O 8R30-1B/1T _ r.... DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 'A;•• INTO HEADER. NAIL EACH PLY AND I, O 81732-16/17 1-1/2" CLEAR � , V 4 ., 4G�,",.' EACH ADDITIONAL HEADER PLY W/ (2) DOROWS OF 1Od NAILS STAGGERED @ 6" 8R30-0B/1T o U CO.C. AND MIN. 2" FROM ENDS. �y:. •.< #5 REBAR AT TOP MIN. (1) REQ'D Z,. 81732 -06/17 U o� lmzC.M,U. < Z 8F38 -1B/1T C9DOOR OR WINDOW OPEN5 o C �w r rr u 8F12 -1 B/OT `- L6 0 z p W U rr`. I_W— REFER TO DESIGN O MAX 4 -0 PLANS FOR REQUIRED Of 0 81740 -16/17 �`----�I` BOTTOM REINFORCING PROVIDED ¢ ,"�''r� o�S -' IN -FILL FRAMING O 7-5/8" ACTUAL IN LINTEL (VARIES) p W o w z C] M c DIMENSIONS c' 8" NOMINAL WIDTH u Z Q 0 � CO 8172$ -1 B/1T _ DO LINTEL W/ TRANSOM DETAIL So ~00U_ F 0 8F40 -0B/1T UNFILLED _ Z = cn o ¢ 3/411= -011 co 0 W 1— o=zWz E U) WOzl-wY0 1-- U¢�W a ►�- 1-1/2" CLEAR ¢ M ¢ W z o f- o REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 10'-811 GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE Z M+ "All 1113#1 licit 'f D" �p V11311 licit I'D" #3 1/7/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 55/8 91/2 20 3 55/8 121 /2 32 #5 31/8 7 113/4 25 33/4 7 1151/2 40 #6 33/4 8 1/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 913/16 213/4 56 [z w u� a W #5 REBAR AT TOP MIN, (1) REQ'D 0 LLI Z ~J. UjU . _ �O OF - coU W coU TOP KNOCK OUT/ LINTEL BLOCK ¢ U) L W Q COURSE o 3- O I— s #5 REBAR AT BOTTOM MIN. (1) ztY < REQ'D C Q r N O b 16 GA. POWERS STEEL BOXED � I -r l . Z ll c7 O -- 7-5/8 ACTUAL LINTEL (� iv 8" WIDE X $" LONG p„ � �� ? Q � (OMIN BEAM POCKET. SEE 8 NOMINAL WIDTH Q FRAMING PLAN FOR O co W W := t7 BEAM INFORMATION POWERS STEEL o W W > - z W LIC o SAFE LOAD TABLE NOTES © < W 10'-811 LU= Z M+ ` 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED o W O W 00 O 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: z -"� a r' F: MIN; 2. 0 = NOT RATED. °•' so 0 41_$1l _ 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. ?S V Q _ • ~ 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR O F- w _ ° " • ° #3 _ 2 Yll ? r a, 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING o CV Z O� a ° . ; v ,. • ° v ." a °.' #4 = 2 Ys'ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. z X Q M r ° • ° Y2 _ 4 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. ° e:..• #7 = 3 Y2" K MIN. O 7, THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY pco U' BLDG DESIGN: --- : • ° ,, CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � STRUCTURAL ENG: MCD .2 A 161-011 SUPPORT. L DRAFTING: ° . c4 B 8. 170R COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. I,._ -DESIGN: __. DP 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. U — _-STRUCT: _ QC CHECK: CC LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK U JOB No. PSQ-0204704 DO REBAR SPLICE DETAIL Q SCALE: AS INDICATED 3/4"=1'-0'' LINTEL PLAN © DATE: 03/16/18 �8ri_ 1 r L_OrrS4C (n COPYRIGHT MCD 2015: The Information contained In this document is copyrighted and is the exclusive property Of MONTH CONSULTING &DESIGN; OF WMR & AS�OCIATES LLC. An use duplication, I or#ransfer of these documents without the expressed, written co enfi f M NTA CONSULTING &DESIGN. OF WMR & S OC IATES, LLC Is strictly prohibited, N _ 1 L1. _! I IILVUJ-11UX li I V11,111:1111: 11111111 1[; L I I WALL LEGEND = 9'-411 T.O.M. = INTERIORIEXTERI R 7T/BEARING WALL (OR LINTEL _ 10'-8" T.O.M. IF REFERENCED ON SHEET 84). VERIFY HEIGHT W/ 2 ARCHITECTURAL PLANS d S1 U.N.O. z D w v n c7 CJ1 , ►� c`n w 0 w tw N N N N j .-"a LD02 CJ3 Z ��j HQj O CJ5 w D _ J7 v ,��` 'K b(� 'i�� a. P z J7 _.__ 00 Li ` W "' ' 9 B Q U Q "F1 20 jz°Q:at W Q fid•' F11G U. w®rrtrfn1�a m F1 w D I D F11 2 S1' o W D i F1 Q a I w F10 ul- - — X S 1 F- O F11 D � DO H 5 19 SD1 6W1 B 4 '18 F1. == =____ � � �W12 � F11 w FT5-- - ----- F 11 Z NN N I I I I H 4 18 © CL .- !� I F1 I I ■ LL IL LL I I D I I I I I �� F0 v V D W U) W d � L- F7G U. W F6G z O S1 w p p U ° H2x8 p BW1 -n -n -n Z _ V 9 S1 BW1 Dp Z° —� 0 400 -- ---- A u. ce) O C/)w 1 Z W U n w 2 ■ ■ CONNECT FT4 TO LVL -n .n M .n "n =_ __-- -n "n ■ W/ SIMPSON HHUS28-2 U J 06uj ' rr cn cs, cn I -0M oo co _ p Z il I i Ci� 1i11 11 FT4 ISI w 0 Z¢p>Mi� sw1 IL JI Hv1=m``^_ I - -- --_ G1 ti F1 IIID LL av� zQp�2w c DO H2X8 DO rD IIIII BW1 F4 w I- Ur^) Z[�=ZwZ E SD1 2X4 SYP #2 BLOCKING @ LIIII G2 U vJ O Q � w 1 O 16" O.C. ATTACH EACH SD1 tD04 SIM: LEDGER o H Ls. Q U_0 d END TO TRUSSES W/ BOTTOM 10-8 �I�IILij F4 (3)12d TOE -NAILS. ATTACH F1 ATTACHED TO G3 W Z rL O EACH WALL STUD Z O U O $1 BLOCKING TO WALL p II 65.25x16 � B BELOW w/ SIMPSON DTC 1 18 0 BOTTOM D FT2 CLIP IIIII G4 @ g'-4° p �.±' � w D F1 d Z 1 FT1 CJ C' O r z ~ 0 c1 (2) 2x4 #2 SYP BLOCKING w J 1 U W W o t!� o BETWEEN GIRDERS / SIMPSON HU24-2 EACH END. �w z L j Q " IW n C2 BLOCKING TO BE INSTALLED 'Q BETWEEN TOP CHORDS 1 W W caZ W j a aWLL. 1 cis CJ5 U �4= �- O W f t p C,13F^ _... CJS o O R ,0 Z LU � f1 a N � ,... J1 U j CJ1 cn W BLDG DESIGN: -- ■ ■ ■ ■ STRUCTURAL ENG: MCD Uj DRAFTING: -DESIGN: --- I=- STRUCT: DP U — - QC CHECK: cc U JOB No. PSQ-0204704 _j __ _._..----- --_-_ __... SCALE: AS INDICATED 0 DATE: 03/16/18 FIRST FLOOR FRAMING PLAN.. w R NOTE. SEE PAGE S FOR NOTES AND CONNECTO LEGEND 1/411_,I#41 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &.DESIGN OF WMR & ASSOCIATES, LLC. Any use, duP1ication, or transfer ofthese documents without the expressed, written consent of M NTA CONSULTING & DESIGN, OF WMR &ASSOCIATES LLC is strictly prohibited.d. S5C I o, I _ __ I 1__--- -.'--1-.I�1J.:,V�VI6JI 111 -_-_------'------`----- _ I 1L _ ll,L �.J:_ L,1LL111V _ LIW 1LJ114 _IIJ,�-L 1�_ � �, _ . _ _ _ - __ I _ HEADER SCHEDULE BEARING WOOD WALL SCHEDULE COLUMN SCHEDULE CONNECTOR SCHEDULE BEAM SCHEDULE r UPLIFT VALUES VALUES STUD LUMBER CONNECTION & FASTENERS A (2)2X4 SPF #2 BUILT UP STUD COLUMN TAG HEADER. FASTENERS TAG SPECIES CAP. BLOCKING O I TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) TAG BEAM SIZE CONNECTIONS SPACING TOP BOTTOM (plf) ATTACH KING STUD TO HEADER w/(6) (2)12d (2)12d B (3)2X4 SPF #2 BUILT UP STUD COLUMN HETA16 w/(9) 10dx12" NAILS OR 2 2x6 #2 SYP w/ FLITCH PLATE NO O a FRAME TO CMU 1810 1810 'r0 POST: SIMP. HTS20 OR MSTA18 H2x6 O z 16d NAILS BW1 16" SPF TOENAILS TOENAILS UPLIFT MID -SPAN HETA20 w/(9) 10d x 1" NAILS TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS 4 2 4 SPF #2 BUILT UP STUD COLUMN (2)HETA16 OR (2)HETA20 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 -� ATTACH KING STUD TO HEADER w/(8) C O X B2x8 WITH 1/2" FLITCH l" l„ g H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE SP4 W/(6) SP4 W/(6) 570 If MID -SPAN O 2 (1)piy TRUSS (10)10dx 1 1" NAILS (1)ply 2035 (1)ply 2035 w/(6)10d NAILS & (14)� x2a z p z FRAME TO CMU (2)ply 2500 (2)ply 2500 PLATE TAPCONS w 16d NAILS BW2 16 SPF 10d x 12" NAILS 10d x 12" NAILS (2)ply TRUSS (12) 16d x 1" NAILS ON MASONRY: (1) SIMP. MSTAM24 H2x10 2)2x10 #2 SYP w/�" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) D (2)2X6 SPF #2 BUILT UP STUD COLUMN LU � 2 BW3 16 SPF SP4 W1(6) SP4 W/16) s H10A w/(18)10d x 1 J" NAILS OR H10A 1015 H10A 1340 16d NAILS 570 plf rd: PT. 1 FRAME TO FRAME 10d x 1z NAILS 10d x 1z NAILS (2)ply TRUSS H10A-2 w/(18) 10d x 1 z NAILS H10A-2 1070 H10A-2 1245 TO POST: SIMP. HTS20 OR LSTA18 2 2x12 #2 SYP w/1"FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) E (3)2X6 SPF #2 BUILIT UP STUD COLUMN TO BEAM: SIMP. HUC410 w/(18)16d & H2x12 ) z 3 12d 3 12d NO O HTS20 w/(24)10d x 11" NAILS N 16d NAILS O O MID -SPAN EE z FRAME TO FRAME 1245 1450 (2)2x10 #2 SYP (10) 10d NAILS BW4 12" SPF TOENAILS TOENAILS UPLIFT (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d z H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) < F� (2)2X8 SPF #2 BUILT UP STUD COLUMN �/ PLATE NAILS & (18)4"x24" TAPCONS �_ 16d NAILS SP4 W/(6) SP4 W/(6) 5 (2)HTS20 w/(24)10d x 1 �' NAILS FRAME TO FRAME 2490 2900 ON MASONRY: (1}SIMP. MSTAM24 25 BW5 12" SPF 760 plf MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 10d x 1 NAILS 1Od x 1' NAILS 3 2X8 SPF #2 BUILT UP STUD COLUMN ATTACH KING STUD TO HEADER w/(8) O ( ) H3.5x7.25 (2)1.75"x7.25" LVL El H2.5A w/(10)8d FRAME TO FRAME 535 600 w ``yyw16d NAILS TO POST`. SIMP. HTS20 OR LSTA18 ``® M SP4 W/(6) SP4 W/(6) 760 If '-rd. PT. TO BEAM: SIMP. HUC410 w/ 18 16d & fUj 'o ATTACH KING STUD TO HEADER w/(10) BW6 12 SPF 10d x 12" NAILS 10d x 12' NAILS P 3 H (3)2X4 SYP #2 BUILT UP STUD COLUMN ( ) 0 �.••°••..°„�/�/��.00i D"00 H3.5x9.25 (2)1.75"x9.25" LVL 16d NAILS O (2)2x42 #2 SYP (10) 10d NAILS 0 ®� °• •. (3) 12d ] MTS 12 w/(14)10d x 1 J' NAILS FRAME TO FRAME 860 1000 B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (D ~ • w u- 6�'•2� Y ° (3) 12d NO PLATE NAILS & (18)4"x24" TAPCONS :Z w: Z MID -SPAN J (2)2X6 SYP #2 BUIL (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) z �e O• Q U ATTACH KING STUD TO HEADER w/(12) 13W7 16 SYP TOENAILS TOENAILS UPLIFT T UP STUD COLUMN H5.5xl1.25 (3)1:75"x11.25 LVL ALS O ON MASONRY: (2) SIMP. MSTAM24 ui - p 16d NAILS El MGT w/(22)10d a" EPDXY ANCHOR w/SIMP. SET -XP EPDXY FRAME TO CMU 3330 3965m ZSP4 W/(6) SP4 W/(6) MIN. 12 EMBEDMENT Q ci. •® y,: W p O z ( } BW8 16 SYP 10d x 1 NAILS 1-0d x 1 NALLS 664 plf MID -SPAN 2 2 H3x12 3 2x12#2 SYP w/'" FLITCH ATTACH KING STUD TO HEADER w/ 10 j„� K O X8 SYP #2 BUILT UP STUD COLUMN HTT4 w/(18)16d x 2" NAILS & $" EPDXY ANCHOR w/SIMP. TO POST: SIMP. HTS20 OR LSTA18 ��®o��°•••°. °'�®�C�� Q O PLATE BETWEEN PLIES 16d NAILS FRAME TO CMU 3640 4235 TO BEAM: SIMP. HUC410 w/(18)16d & O ,K P >- SP4 W/ 6 SP4 W/ 6 SET EPDXY MIN. 7" EMBEDMENT -j �/®It11t111w�� D' U_ HEADER SUPPORT SCHEDULE O O 3 (10) 1od NAILS LU BW9 16" SYP �„ 664 plf 3rd. PT. O 4x4 SYP #2 POST 63.5x11. 2 1 7 „ w 10d x 1� NAILS 10d x 1� NAILS O 5x11.25 LVL TO MASONRY: SIMP., HU410 OR HUC410 w/(10)10d HGT-2 w/(16)10d NAILS w/ (2) 4" EPDXY ANCHOR w/SIMP. 25 _ 10 FRAME TO CMU 10980 8910 NAILS & (18)4"'x24" TAPCONS OPENING SIZE SEE PLAN FOR WALL WIDTH SET EPDXY MIN. 12" EMBEDMENT i; JACKS @ EA. END KINGS @ EA. ENDO (2) 12d (2) 12d NO 6x6 SYP #2 POST ON MASONRY: (2) SIMP. MSTAM24 0 BW10 12" SYP TOENAILS TOENAILS UPLIFT MID -SPAN (0 1'-0" TO 3'-11" 1 1 11 HTSM16 w/(8)10d NAILS & (4) 4"x 24" TAPCONS FRAME TO CMU 1010 1175 O W TO POST: SIMP. HTS20 OR LSTA18 0 SP4 W/(6) SP4 W1(6) N 8x8 SYP #2 POST Q „ BW11 12'' SYP 1„ 885 plf MID -SPAN TO BEAM: SIMP. HUC410 w/(18)16d 4-0 TO 7-11 2 2 10d x 1 NAILS 10d x 4z NAILS 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 (10) 10d NAILS D 885 If 1 B3.5x11. 8'-0" TO 9'-11" 2 3 SP4 W/(6) SP4 W/(6) O 3-1/2"x3-1/2" LVL COLUMN. 875 (2)1.75"x11.875" LVL TO MASONRY; SIMP; HU410 OR HUC410 w/(10)10d W BW12 12 SYP �„ �„ p 3rd. PT. NAILS & (18)4 x24 TAPCONS 10d x 1� NAILS 10d x 1-1 NAILS 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 _ 10'-0" TO 12'-0" 3 4 ON MASONRY: (2) SIMP. MSTAM24 Q 3-1/2"x5-1/4" LVL COLUMN. SP4 W/(6) SP4 W/(6) _j BW13 16" SPF 10d x 11' NAILS 10d x 12' NAILS 280 plf MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf STANDARD HEADER NOTES TO POST: SIMP. HTS20 OR LSTAI8 @ 32 o.c. @ 32 o,c. 3-1/2"x7" LVL COLUMN. TO BEAM: SIMP. HUC410 w/(18)16d & i=- 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN SP4 W/(6) SP4 W1(6) 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 (10) 10d NAILS BW14 " O O 380 plf MID -SPAN T B3.5x16 (2) 1.75 x16 LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d w IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT 12 SPF 10d x I NAILS 10d x 12' NAILS S 3-1/2"x9-1/2" LVL COLUMN. APPROVAL FROM E.O.R. O @ 24"o.c. @ 24"o.c. NAILS & (18)4"x24" TAPCONS a Z 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 ON MASONRY: (2) SIMP. MSTAM24 0 O ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3: �+ p ��++ q �+T� q �+ �+ T 5-1/4"x5-1/4" LVL COLUMN. Ov ~ 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE STANDARD BEARING V WALL WAS I RAP`J NOTES O z ts- SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 TO POST: (2) SIMP. HTS20 OR LSTA18 `t NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. V 5-1/4"x7" LVL COLUMN. M C.1 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO Q -1„ ON MASONRY: (2) SIMP. MSTAM24 w MEMBERS BUCKET INTO HEADER TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 18 LTT20B w/(10) 10d NAILS & e EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1300 5.25x16 (3) 1:75 x16 LVL D EPDXY MIN. 7" EMBEDMENT CMU * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) Q 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE X 7"x7" LVL COLUMN.,' „ „ ROWS OF 1/4" X 3 1/2" SDS SCREWS 24" O.C. x - PER HEADER SCHEDULE. SP6 AND 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. HTT4 w/(18) 16d x 2 NAILS w/g EPDXY ANCHOR w/SIMP. @ U @ I „ - EACH SIDE • 5. IF MORE THEN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 19 SET EPDXY MIN. 7 EMBEDMENT - AT LVL /PSL COLUMNS COLUMN TO FTG. 3640 4235 0 � W REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. Y 3 1/2" X 117/8" LVL COLUMN USE 18 #10x1-1/2" SD C/) SCREWS INSTEAD OF NAILS D OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. s �� 0 WF08/S 3 O 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. ❑ (3)HTS20 w/(24)10d x 1 � NAILS TO POST:. (2) SIMP. HT520 OR LSTA18 O 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. �„ 20 FRAME TO FRAME 3735 4350 ER SHEET FOR LVL SPECIFICATIONS. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING J BOLTS OR EPDXY Z 5 1/4" X 9 1/2" LVL COLUMN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 1 ON MASONRY: (2) SIMP. MSTAM24 U o 7. SEE STRUCTURAL COV S ANCHOR W/ WASHER@ 6 FROM EA. END OF BASE PLATE & WALL OPENINGS & O B3.5x20 {2) 1.75 x20 LVL 8, SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT AT 32" O.C. W/ 7"`MIN. EMBEDMENT. USE SIMPSON SET -XP EPDXY W/ EPDXY M T M4 W/ 14 16d SINKERS AND 10 1/4"x2-1/4" TITENS * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) o 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. ANCHORS: 21 S C 0 ( ) ( ) FRAME TO CMU 2420 2800 O ROWS OF 1/4" X 3 1/2 SDS SCREWS @ 24" O.C. w A d NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BI G. STANDARD COLUMN NOTES EACH SIDE cr ROOF NOTES: WALL IS INDICATED W/B8.W1, BW4; BW7 OR BW10. THESE WALLS ARE ONLY 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 0 0 SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO v U 1. NAIL ALL BUILT-UP STUDS PER DTL. WFO$/SD3, INTENDED TO SERVE AS A TRUSS DESIGN. BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE STANDARD BEAM NOTES W z 1. THE ROOF PLAN DEPICTED IS NOT GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8 A.T.R. TWRU �- o TE EIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT 2. ALL POST/ VL COLUMNS IN EXTERIOR CONDITION SHOULD P PLT. INVERTED DU ATTACHED TO POST. r 2. TOP PLA H L 23 DBL. TO P T TO VE H 5 FRAME TO FRAME 3300 3965 z 0 HEIGHTS. ATTACHMENT INDICATED IN THE BEARING WALL NOTES. BE P.T. OR WOLMANIZED. " " 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" 00 ELEVATIONS FOR BEARING. HE I NVERTED HUD5 TO POST w/ (14) 1/4 x 2 1/2 SDS. SCREWS Q � ACI SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. O.C. (TYP. ONE SIDE) MIN. 2 FROM TOP AND BOTTOM OF BEAM co z z 3. TRUSS SPACING O. MAX. OR AS OTHERWISE NOTED. 3. CONTRACTOR TO USE A c C5 LU ON PLAN. CONVENTIONAL FRAMING SHALL BE 16" C. ICU BASE CONNECTORS @ SPF/SYP O W w EE DETAIL WF09/SD2 U.N.O. _ „ LU _ LS 10. AT HEADER LOCATIONS WITHIN BEARING WALLS S SOLID POSTS. AT EXTERIOR CONDITIONS 2. NAIL ALL 2 PLY LVL BEAMS (MAX. 12 DEEP) TOGETHER USING (3) ROWS OF z O v " w 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS STANDARD CONNECTOR NOTES �n 2 O.C.W/ ON PLAN. 4x4: ABU44 w/(12)16d NAIL�!S & �" EPDXY ANCHOR WMIN. 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 0 0 p 0 � � E AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 4a � �,,,� � rn _ CO r• 11. COLUMNS WITHIN' BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE _j � SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2 GAP FROM TOP PLATE TO TRUSS 7 EMBEDMENT <L '' '' rr 06 10 U) g c, 8 CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD 1. ALL TRUSS/BEAM MA ONRY ON CONNECTIONS TO BE SIMP. HETA16/20U.N.O.N PLAN. LENGTH OF BEAM REQ'D. MIN. 4 BRG. EA. END U W cA N BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) ( ) �„TO S C N U LA 3. VERIFY w/PLAN CORRECT LE Q ( ) 0 (� w Z p c� C TOP/BOTTOM AND HAVE A J -,BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE 6x6: ABU66 w/ 12 16d NAILS & EPDXY ANCHOR w/MIN. O 12d TOENAILS. T, EMBEDMENT Z ~ -� as COLUMN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. HETA16/20 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. _ r�� `-� 0 m u- co 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE 12. 1F PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR 8x8: ABU88 w/(18)16d NAILS & (2) $ EPDXY ANCHORS w/ V J U �- FROM FLOOR TO 'CEILING. SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18(14) @ �-- _I O O >= o 8 CONTINUOUS FURTHER' REVIEW, MIN. 7" EMBEDMENT 24"o.c. OR 32"o.c.) 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT LL I D Q v c� 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS 24"o.c. MAX. ARE @ WRITTEN J �.,� Z d 0 3: LU o ADDITIONAL LOADS: ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, 32"o.c. APPROVAL FROM THE E.O.R. w I" = Z w z E A) ALL CEILING HUNG SOFFITS AND SOFFITS SIDE AND CRIPPLE STUDS AT 24"o.c. AT 2 -STORY OPEN"AREAS INSTALL AND BASE PLATE U.N.O. ON PLANS. MAX. AND (2) AT EACH CORNER. @ z �- O Q � w J O WITH CABINETS AS SHOWN ON PLANS. NON-BEARING WALL STUDS 16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST @ 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS ¢ O �C U_ (D a B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE. LEAVE A 1 1/2" GAP FROM 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS.. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP, H1OA FOR SINGLE PLY, OR H10A-2 W z I- O R O MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS TRUSS TO TOP PLATE AND ATTACH USING SIMPSON DTC CLIP (SEE DETAILS FOR 2 -PLY U.N.O. ON PLAN 0 W Z o 7. REFER T OF ALL HARDWARE BEFORE INSTALLATION. WF20 & WF21/SD2). ATTACH BASE PLATE w/ EITHER GUN NAILS @32"o.c. OR l v _ 0 STANDARD, NAIL SCHEDULE d cn ' PERMANENT BRACING/BLOCKING PER BCS, 1' CURRENT (2)12d NAILS TO EACH FLOOR TRUSS. 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. z .... 8. EDREQ'D TO PROVIDE PE ( IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. EDITION). SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS R ADDITIONAL BRACING/ BLOCKING INFO. DRAWING SET FOUj ROOF & EXT. WALL NAILING SHEATHING NOTES STANDARD NAIL GENERAL DIAMETER/ LENGTH (0 r 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. 4. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. O Z 11%_ a. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY - 0 r ROOFS... 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN.. _ - H H TRUSSES 8d 131" x 2�" ROOF SHEATHING TO BE 7/16" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 2 z Q 0 10. USE 5/8 TYPEX GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED HETA16/20 0 `y .j ABOVE THE GARAGE. FASTENING WITHIN 4'-0" OF EAVES TO BE 4" .O.C. AT ALL SUPPORTED EDGES AND 6 O.C. IN FIELD. FOR ALL OTHER AREAS NAIL 6" O.C. AT ALL SUPPORTED EDGES AND STRAP LOCATION. IF DOUBLE HETA16/20 @ A 2 -PLY OR 1 -PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. p y W O ' THIS LAYOUT HAS BEEN @ 10d .148 x 3 ..� .�,� LL.I 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, H 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR IF UPLIFT IS HIGHER THEN 2100lbs, CONTACT E.O.R. FOR FURTHER REVIEW. W PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF OTHERWISE AN ENGINEERED LAYOUT WAS BEEN DETERMINED BUT PRIOR TO SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE12d .148" x34" w O QUj CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP SPACED NO MORE THAN 24" O.C. FLOOR FRAMING ' NOTES w = Z (1) DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE GABLE ENDS: ,; �„ o LUQ w PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS ALL SHEATHING TO BE MIN, 15/32" O.S.B. AND SHALL BE NAILED 1 ROW 3'. O.C. 16d .162 x 3� ¢ 0. O @ GENERAL NOTES Q w SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6 O.C. ALL OTHER T ADVISED, AND THE E.O.R.IS TIG JOINTS. 3„ 1, FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. _ TRUSS FABRICATION PRIOR TO THIS REVIEW IS NO AD EDGES AND 6 IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEA H N J S gd RING SHANK 413 x 2 NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF N 9 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. V 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. Q _ CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL 1S REQUIRED, UNLESS EXTERIOR WALLS. 0 W 00 CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. SEE WF10/SD4 FOR MORE INFO. �^► �+ o 0 � N Z 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE NAILING I N'G NOTES 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND NAILS: TO AVOID CONFLICT. Z M Q TO DETERMINE THE REQUIRED SIZE. 2 751b MIN POINT LOAD SHOULD BE NAILS USED IN ROOF SHEATHING .APPLICATIONS 'SHALL BE 8d RING SHANK NAILS. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. BUILDERO 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION w _- N THE AFFECTED ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, BLDG DESIGN. ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS I INDICATED AS LONG AS IT MEETS OR EXCEEDS THE REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. � SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. HAND OR GUN DRIVEN NAILS. GUN DRIVEN AREAS. THIS LOADS EN NAILS SHALL HAVE HEAD SIZE U DIAMETER AND .LENGTH ,INDICATED. � STRUCTURAL ENG: MCD O NECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER EQUIVALENT CONNECTIONS IVALENT TO HAND DRIVEN NAILSFASTENERS FOR PRESERV- ATIVELY N FLOOR SHEATHING NOTES w DRAFTING: THE CONTRACTOR OR A/C SUPPLIER. TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. -DESIGN: T EL SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL " Y B N WITH NG DIMENSION I- STRUCT: DP STAINLESS S E , S FLOOR SHEATHING TO BE 3/4 PLYWOOD OR OS (U. A), H LO N ON BUILDER NOTE. A 1 3. MINIMUM. NAIL LENGTH`P R CONNECTOR IS`REQ. IF LONGER U BE IN WITH ASTM 5 PERPENDICULAR TO SUPPORT TRUSSES NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT PERPEND(). QC CHECK: CC IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS APA SHEATHING NOTE. EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. FLOOR NAILING NOTES w JOB No. PSQ-0204704 LAYOUT 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED NOTES & _j __-- -- PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE ATTACHED AT EACH END NAILS: NAILS USED IN ALL FLOORING APPLICATIONS. SHALL BE 8d, 8d RING OR SPIRAL :5 SCALE: AS INDICATED STOP SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE MEAD SIZE - WITH (3) 10d TOENAILS.w DATE: 0 /16/18 AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES EQUIVALENT TO HAND DRIVEN' NAILS, SPACING `SHALL BE 6 ON EDGES AND 12 IN FIELD. 3 I (030N NE TOR LEGEND w S6 COPYRIGHT MCD 2015: The information contained in this document Is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dupllication, ortransfer ofthene documents .without the expressed, written consent of MONTA CONSULTING &DESIGN OF WMR & ASSO IATES LLC is strictly prohibited. i _ -- -- � ...---- - --- 7 -�_ _--- _- .__ � 1 I _._ �__ I 1 h_ I li l l .11 kll,ll 11 L. ', I_ _. _ _ .__ - _ � __ ---- --- ---- - . _ .... r �. ,- _ Ll. 1111�:��.I�I.II ,III V.JWll.�. ll l lllll 11 .:L:1 M_ � , � .... _ O ci Uj wU_ V W WALL LEGEND C� = 9'-4" T.O.M. - INTERIOR/EXTERIOR BEARING WALL (OR LINTEL = 10'-8" T.O.M. IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ W H2x6 H2x6 ARCHITECTURAL PLANS U.N.O. z (1) z Q� D Cil EXTERIOR FRAME WALL LU 0 _ III - -- --- -__- '' SCHEDULE ( PARK SQUARE) N .� CJ3T I _ __- --- N i CJ3T III O � CJST w i CJ5T o w U ° O WALL HEIGHT STUD &SPECIES SPACING INTERIOR ZONE SPACING END ZONE s W 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAXw D3TI J ®`�i111Bltti��l, a2x4 CL z ° — c o 9'-0" SPF #1/#2 16O.C. MAX 16O.C. MAX z ®;.. "�® '•2�Y�•Ny00 3 A A3 ti 0 t= E �Q®�w• 3) p®Z ® e[ 9'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX D2T H W LLd ; z w , Q R U_ 10'-0'1 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX F1 i i F1 m �- ®: O .� Q D D2T 2••�, •�. ®z�"® DIT I I a' -' 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED U. w l®11t11110,� n n J1 TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR C_ `w REQUIRED STUD SPACING. U_ `-------------- ----J---- 5 3 DD 2. SEE DETAIL WF10/SD4 FOR REQUIRED WALL SHEATHING THICKNESS D5 16 Q III & NAILING PATTERN. z CJ3 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE0 LU SO D5 ILI NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SD5 SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN SIM. rn C 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR a a REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE x J7 MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS O 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. J, D4 �IIJ7 D3 A BVV2 n w ULTIMATE WIND SPEED: 140 MPH EXPOSURE: B J7 J CL Z O O ci Uj wU_ V W j O W (1) z Q� 0 U ° O � aLd U 1 J � aQ CL z ° — c o Z o z � w O ti 0 t= E ZQO__j�ca°o W H W LLd J0F ao -0 8 R O it W J O p Z O z E 3 A M SO Z F_ O OQQLu¢a ,- E1 I 11 SD5 1'll A 3 P W io M Wo N _ O � r CJdo A OH2'zLU CJI c. c. CJ1 �r•cri cn C 0 r �w CJ1 CJ1 � — --- Fo 7H2x6 n~ ` z C( (� 3 H2x6 W H2x6 `� W J Now , z �WOC 0 oce W W = Z x I LLJW aWa v Cf o W �mG °W 0 ��Z i Q_ a N W 0 .BLDG DESIGN: --- C/) STRUCTURAL ENG: MCD W DRAFTING: ti= -DESIGN: --- USTRUCT: DP QC CHECK: -- CC cA JOB No. PSQ-0204704 `_� SCALE: AS INDICATED F_ _ Q DATE: --- 03/16/18^-- ROOF FRAMING P NOTE: SEE PAGE S6 FOR NOTES AND CONNECTOR LEGEND W I �J I-- S7C N WMR ASSOCIATES, LLC is strictly without the expressed, written consent of MONTH CONSULTING & DESIGN, OF & • MONTH CONSULTING &DESIGN OF WMR &ASSOCIATES LLC. An use, duplication, or transfer of these documents� Y COPYRIGHT MCD `2015. The information contained in this document is copyrighted and Is the exclusive property of Y p SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16dAILS @ EA. END. BLOCK O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DI G. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER, BRACE IS TO BE CONT. @ THE REQ'D) TRANSITION FROM WALL TO GABLE WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS ,1 SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" BRACE TO PLATE TRUSS BOT. CHORD TRUSS UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN TRUSS 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" INSIDE FACE OF CMU WASHERS (MIN. 6" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ STRONGBACK W/ (2) 2x4 BRACE ` U j ¢ O AND CENTERLINE OF EACH END AND 32" 24" O.C. FOR FALSE BM W FOR 111111% J-BOLTO.C. MAX. C7 ATTACHMENT w/ (3) 10d z STUD U.N.O. SEE BEARING o - STAGGERED @ 12 z TOENAILS EA. END N NOTES & CONNECTOR z F— T ip 2x8 P.T. PLATE, CANT. Cn 2x TOP PLATE TO FOR CLG. NAILING = Y GABLE END W/ 16d 2ND 2x4 BRACE IF CONT. 2x4 0NAILS @ 6" O.C. PROVIDE 16d NAILS O FRAMING FOR FALSE � O.C. FOR 2X10 OR GABLE END TRUSS TO BEAM IF REQ'D w/ (3) LL_ REQ'D, SEE CHART = 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***A-A BRA�ING GREATER HEADER I— DOUBLE 2x TOP PLATE GABLE VERTICAL 2x6 2x4 DIAGONAL BRACE c0/� LL 10d COMMON NAILS @ W/ SIMPSON SP2 TYP. zz 81r O.C. TOP AND BOTTOM IF 4$" O.C. TO 3RD BAY W HEADER IS NOT FLUSH LSTA30 HEADER TO 0 rGE0 GABLE END BRACING FASTEN SIDE WALL SP4 TOP OF CRIPPLE AT STRAP LOCATION AGAINST TOP PLATE '" WHEN STUD LENGTH O °- 3/4"=1'-0" \ 3/4"=1'-0" REQ'D w/ IS < 12" USE LSTA30 U w W STUDS U.N.O. u> STRAPS AT EA. STUD BEAM PER PLAN SHEATHING PER PLAN. 11' WRAPPED OVER TOP STRONGBACK, SEE Uo PLATE & NAILED TO • � Meda M A d W d HEADER EA. SIDE W/ c� WU (5) 16d NAILS S CHART (11) 10d NAILS o G° Io• Zcr�Cn DOWNFRAME TO .. W U)W P W 0 ti W 06 J v BRACE Ta (/W1 O r. " NM r. (.� z (� Z < 0 U'_ L . 0 — °a r . c J O } o v W SP4 TOP OF CRIPPLE AT p DOOR SIM TO r� EXT. SHEATHING; D=zw E OOQ=WYO W BLOCKING ¢� -(D H W STRAP LOCATION GABLE BRACING (+) WF01/SD3 N SIMPSON H10A SIMPSON H10A ATTACH PER PLAN HO >J SEE CHART U) WWUj J o 2 W W (2) ROWS 12d NAILS I= 2X STUDS TYP. z DIAGONAL TO BEAM DIAGONAL TO TOP = C0 Z W O OWC5 de W _ STAGGERED @ 12" O.C. O O PLATE EA. FACE OR (3) ROWS CL CL N� .,� BLDG DESIGN: --- STRUCTURAL ENG: MCD ' 12d NAILS STAGGERED w F— DP QC CHECK. CC .__ JOB No. PSQ-0204704 SCALE: AS INDICATED PROVIDE 2x4 BRACE mn 03/16/18 @ 12" O.C. FOR 2X10 ATTACH JAMB STUDS H TO EA. ADJ. DIAL. STRONGBACK IF SEE HEADER — PER WF08/SD3 BEAM CONNECTION FRAME 1NALL CONNECTION SCHEDULE FOR FASTEN To DIAG. REQ'D PER HEADER CONNECTION U BASE PLATE -ro BE W w/(2) 16d NAILS. INFORMATION o CHART ATTACHED TO FTG GABLE BRACING @ _ o USING 1/2" 0 J -BOLTS �� 48 O.C. NOT REG'D U GABLE END A STUDS U.N.O. OR EPDXY ANCHOR @ 0 6' FROM EAVES SHEATHING z_ „ 6 FROM EA. END OF D FILLING AND BLKING o FASTEN PER AS REQ'D W/ (2) ROWS vw� BASE PLATE & WALL -� OF 12d @ 16" O.C. TO CL LAN. OPENINGS & 32" O.C. HEADER UNO 2 2x4 SYP #2 BLOCKING O @ 48" O.C. MAX. W/ (3)2X TRUSSES AT 24" O.C. W/ 7" MIN EMBED. & 2" o STUDS TYP. z 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD WASHER. AT SLAB CONTRACTOR TO FIELD VERIFY WHICH ATTACH JAMB STUDS 0 END. REDUCE PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 48 STRUCTURAL STEP DOWNS, EMBED. O PER WF08/SD3 CONDITION IS REQUIRED. CONTACT EOR SPACING TO 24" O.C. NAILING SCHEDULE -��, PLAN. STUDS @ 24 OATTACH W/ (6) 8d .C. SHEATHING MUST BE 7" BELOW o z FOR ADDITIONAL INFO AS REQ'D STUD a . NAILS (MAX. - ATTACHED PER DOOR STEP = SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" BRACE TO PLATE TRUSS BOT. CHORD GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED CLEARANCE BETWEEN 1/2" J -BOOTS w/ 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" INSIDE FACE OF CMU WASHERS (MIN. 6" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ STRONGBACK W/ (2) 2x4 BRACE ` U j ¢ O AND CENTERLINE OF EACH END AND 32" 24" O.C. FOR FALSE BM W FOR 111111% J-BOLTO.C. MAX. C7 ATTACHMENT w/ (3) 10d z STUD U.N.O. SEE BEARING o - z TOENAILS EA. END N NOTES & CONNECTOR z F— T ip 2x8 P.T. PLATE, CANT. Cn 2x TOP PLATE TO FOR CLG. NAILING = Y GABLE END W/ 16d 2ND 2x4 BRACE IF SURFACE '4 0NAILS @ 6" O.C. PROVIDE 16d NAILS O FRAMING FOR FALSE � GABLE END TRUSS TO BEAM IF REQ'D w/ (3) LL_ GABLE BRACINO CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W1(1) 2x4 BRACE 14'-0" < H618'4' STRONGBACK W/ (2) 2x4 BRACE GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH I (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THEHEADER PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 10d NAILS @ EA. (1) A23 FROM 2x4 BRACE IF REQ'D STRONGBACK TO TRUSS BRACE SEE CHART. DIAGONAL TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE &TOP FALSE BM PER PLAN 10d COMMON NAILS @ \ BELOW PLATE w/ PLYWOOD 1F REQ'D 6,. O.C. SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION OPENING ~ `��`®®ee®►If inri,� 0, P.T BASE PLATE O GABLE VERTICAL 12 z SEE GABLE ` U j ¢ O CONNECTION DETAIL s ✓®e®,11,o/ O t FOR 111111% SP4 @ BASE OF EA, O CONNECT ONS STUD U.N.O. SEE BEARING o - WOOD WALL SCHEDULE ON U w 2x4 ATTACHED TO EA. NOTES & CONNECTOR z GABLE 2x4 BRACE LEGEND SHEET FOR MORE WITH I (2) 10d NAILS INFORMATION NOTE: REQUIRED NUMBER OF KING STUDS PER THEHEADER PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 10d NAILS @ EA. (1) A23 FROM 2x4 BRACE IF REQ'D STRONGBACK TO TRUSS BRACE SEE CHART. DIAGONAL TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE &TOP FALSE BM PER PLAN 10d COMMON NAILS @ \ BELOW PLATE w/ PLYWOOD 1F REQ'D 6,. O.C. SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION `��`®®ee®►If inri,� 0, �� •®e�N®N�•e GABLE VERTICAL 12 ac • 0 0 2 0:_5 z ` U j ¢ d s ✓®e®,11,o/ O t tiff 111111% LIJ0 F— W •�Q 2ND 2x4 BRACE IF a • I— REQ'D, SEE CHART = 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING***A-A BRA�ING I— GABLE VERTICAL 2x6 2X CRIPPLES @ 16" O.C. c0/� LL 10d COMMON NAILS @ W/ SIMPSON SP2 TYP. zz 81r O.C. TOP AND BOTTOM IF W HEADER IS NOT FLUSH rGE_0"�GABLE END @ FLAT CEILING CONNECTIONS rGE0 GABLE END BRACING SP4 TOP OF CRIPPLE AT STRAP LOCATION AGAINST TOP PLATE '" WHEN STUD LENGTH O °- 3/4"=1'-0" 3/4"=1'-0" IS < 12" USE LSTA30 U w W STRAPS AT EA. STUD 11' WRAPPED OVER TOP Uo PLATE & NAILED TO • � Meda M A d d HEADER EA. SIDE W/ c� WU (11) 10d NAILS o G° Io• Zcr�Cn W U)W P W 0 ti W 06 J v (/W1 O r. " NM r. (.� z (� Z < 0 U'_ L . 0 — °a r . c J O } o v W SP4 TOP OF CRIPPLE AT p mw 0WV WWE0`t`,c Z D=zw E OOQ=WYO W ¢� -(D H W STRAP LOCATION z0 Z h■ 0Fn HO >J U) WWUj J o 2 W W (2) ROWS 12d NAILS I= rl� = C0 Z W O OWC5 de W L) STAGGERED @ 12" O.C. O EA. FACE OR (3) ROWS CL CL N� .,� BLDG DESIGN: --- STRUCTURAL ENG: MCD ' 12d NAILS STAGGERED w -STRUCT: DP QC CHECK. CC .__ JOB No. PSQ-0204704 SCALE: AS INDICATED . mn 03/16/18 @ 12" O.C. FOR 2X10 OR GREATER HEADER H SEE HEADER — SCHEDULE FOR HEADER CONNECTION U INFORMATION o o LSTA30 HEADER TO U STUDS U.N.O. ¢ z_ FILLING AND BLKING o AS REQ'D W/ (2) ROWS vw� OF 12d @ 16" O.C. TO CL HEADER UNO 2 2x4 SYP #2 BLOCKING O @ 48" O.C. MAX. W/ (3)2X TRUSSES AT 24" O.C. STUDS TYP. z 12d TOE -NAILS @ EA. ROOF SHEATHING PER TYP. NON -LOAD ATTACH JAMB STUDS 0 END. REDUCE PLAN ATTACH PER BEARING WALL PER SIMPSON DTC @ 48 STRUCTURAL PER WF08/SD3 J SPACING TO 24" O.C. NAILING SCHEDULE -��, PLAN. STUDS @ 24 OATTACH W/ (6) 8d .C. SHEATHING o z @ WALLS CARRYING LOADS SUCH ASO.C.MAX. STUD a . NAILS (MAX. - ATTACHED PER BASE PLATE TO BE w CABINETS OR HEAVY SPACING TO BE VERTICAL GAP NAILING SCHEDULE ATTACHED TO FTG SHELVING RE REDUCED DOWN TO �� LONG BETWEEN 12 I, USING 1/2" J -BOLTS OR 16" Q.C. MAX. @ BLOCK & TRUSS TYP. NON -LOAD 2x4 #2 SYP CONT. W/ DOOR EPDXY ANCHOR @ 6" z°' SIMPSON DTC @ EACH LOCATIONS CARRYING BOTTOM CHORD/ BEARING WALL PER (2) 16d COMMON OPENING FROM EA. END OF BASE � HORIZONTAL BLOCK LOADS SUCH AS TRUSS BLOCKING,) PLAN. STUDS @24" NAILS EA. STUD OR1OXPLATE & WALL cn LOCATION. ATTACH W/ CABINETS OR HEAVY REDUCE DTC SPACING -� - O.C. MAX. STUD TRUSS MEMBER,. OPENINGS & 32" O.C. W/ _ F- (6) 8d NAILS (MAX. SHELVING. TO 24" O.C. FOR SPACING TO BE TYP. (MAX. 24" O.C.). EMBED PER VERTICAL GAP WALLS CARRYING �- REDUCED DOWN TO IF MASONRY, USE (2) WALL SCHEDULE. AT O BETWEEN 12 LONG HOLD TOP OF LOADS SUCH AS _ 16 O.G. MAX. @ 1/4 TAPCONS W/ SLAB STEP DOWNS, BLOCK & TRUSS NON -LOAD BEARING CABINETS OR HEAVY LOCATIONS CARRYING MIN. 2" EMBED. @ 24" EMBED. MUST BE 7" w BOTTOM CHORD/ .-` ,, -- - WALL DOWN 1'z�� SHELVING LOADS SUCH AS O.C. MIN. BELOW STEP z TRUSS BLOCKING.) BELOW BOTTOM OF CABINETS OR HEAVY 2x BLOCKING x 12" TRUSS BOTTOM 2x BLOCKING x 12" _ SHELVING. TRUSS OR ROOF P.T BASEPLATE w LONG @ HORIZONTAL CHORD. LONG @ TRUSS SYSTEM c BLOCKING LOCATION - LOCATION FOR CLIP ATTACHMENT, @ 48" WOOD/MASONRY NOTE: CONTRACTOR TO NAIL w FOR CLIP ATTACHMENT. ATTACH O.C. ATTACH TO WALL WALL OR TRUSS, 1st KING STUD INTO HEADER P SP4 @ BASE S OF EA ~ U TO WALL SINGLE TOP SINGLE TOP PLATE W / � HOLD TOP OF SEE PLAN PER HEADER SCHED. THEN STUD U.N.O. SEE � PLATE W / MIN. (4) 8d MIN. (4) 8d NAILS: _ NON LOAD BEARING ATTACH ADDIT L KINGS AS BEARING WALL NAILS. WALL DOWN 1- REQ'D. SCHEDULE ON NOTES& .a BELOW BOTTOM OF CONNECTOR LEGEND SINGLE 2x TOP PLATE TRUSS BOTTOM SHEET FOR MORE INFO. SINGLE 2x TOP PLATE CHORD. W F2 NON-BEARING WALL (PARALLEL TRUSS) D02` LEDGER @ LOW ROOF F0 TYPICAL HEADER DETAIL 3/4"=1'-0" 1/2"=1'-0" w Y= I � ---COPYRIGHT MCD 2015:.The Information contained In this document Is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. An use, - du IIcatI n or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES LL Is strictly prohibited. W O� `��`®®ee®►If inri,� 0, �� •®e�N®N�•e tti�� OD 12 ac • 0 0 2 0:_5 z ` U j ¢ d s ✓®e®,11,o/ O t tiff 111111% LIJ0 F— I— LL U W W 11' Uo • � Meda M A d d WU G° Io• Zcr�Cn W U)W P W 0 ti W 06 J v (/W1 O r. " NM r. (.� z (� Z < 0 U'_ L . 0 — °a r . c J O } o v W W mw 0WV WWE0`t`,c Z D=zw E OOQ=WYO W ¢� -(D H W I— 0 0 LL1 Z h■ 0Fn HO >J U) WWUj J o 2 W W rl� = C0 Z W O OWC5 de W L) CL CL N� .,� BLDG DESIGN: --- STRUCTURAL ENG: MCD DRAFTING: -DESIGN: -STRUCT: DP QC CHECK. CC .__ JOB No. PSQ-0204704 SCALE: AS INDICATED DATE: mn 03/16/18 SD2 W O� 2x4 BLOCKS, (2) 1F�' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) P.T. @ TOP TO ALLOW PRECAST LINTEL PER CONT'. 2x4 BLOCKING . PLAN AROUND CURVE. MIN. 7/16" O.S.B. EA. SIDI 4THING PER PLAN 2 TAPCON ANCHORS MASONRY WALL PER 2x8 �•:: SEE PLAN SEE TYPICAL HEADER FRAMING DETAILS FOR ADDITONAL INFORMATION (HEADER CAN BE EITHER UPSET OR v.n. �icc I DOWNSET) @ 6" O.C. 2x8 S (2) 16d TOE 2x BLK'G. TO O.S.B. W/ � WHERE O.H. IS > 1'-0", NAILS EA. END DROP END GABLE w/ ARCH PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS OUTLOOKERS @ 24" 2x SPF CONT. HEADER PER --'' EACH END11.1 O.C. TO RUN BACK TO BLOCKING ATTACH TO LOCATION 1ST COMMON TRUSS 7/16 OSS W/ (2) 8d WITH (3) 12d TOENAILS, NAILS END VIEW W/ CMU NAILS (TYP MON w CONNECT TO DROP r GABLE WITH H2.5 CLIP. 7/16" OSS EA. SIDE, W/ HEADER (SEE PLAN) V MAX 2'-0" O.H. 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER O I 2x4 SPF, CONT. 1= - BLOCKING ATTACH TO o CONT. 2x4 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d w :11 NAILS (5) 16d NAILS BRACE 2x4'S @ 24" O.C. 2x BUCK PER DETAIL MD04/SQ1 ARCH PER ELEV 7/16" OSB EACH SIDE, o ` ®,UII41111!'®e ®/ W o TO BLOCKING GABLE END 2x BLK'G. TO O.S.B. 1N/ W/ 6d NAILS @ 16 O.C. O `® �® �K / iii00 (2) - 8d EACH END `� ®....... /I/� �, w Ci ob SHEATHING FASTEN TO SIDE& TOP NAILER C7 ® �. •® tvr.•e PROVIDE 2x4 BRACE P N z v®,•• ••.,• 2 :� Z TO EA. ADJ. DIAG. PER LA 2x BUCKS, © �: <v rn 6. ; m s� Ui $ °° ui Q FASTEN TO DIAG.w/(2) SPLICE AS REQ'D END VIEW W/ WOOD 16d NAILS. ,. . V oz CD 4( r w p SIMPSON H10A DIAG.fiFO ti-°°, Q Q To BLOCKING ARCH WINDOW FRAMING DETAILS o ®.,� • �w,�Q b ®®•® U. _ �1111111w UjF- NOTES: u O PROVIDE 2x BLOCKING 1) ADJACENT NAILS ARE, DRIVEN FROM OPPOSITE SIDES OF THE COLUMN CO GABLE BRACING @ 48" 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION LU O.C. MAX. 45° FROM FOR NAILING 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE 0 2 1/2 EDGE OUTSIDE (2) 2x4s PER DETAIL HORIZONTAL (+/- 10°) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1!4" > �( BRACE NOT REQUIRED 1" EDGE 1 1/2" EDGE 6' FROM EAVES. TRUSS PER PLAN �j � 64 64 SEE PLAN FOR 'I 'I IUZJ 10d x 3"_SUPPORT AND TIE 10d x 3 COMMON DOWN OF JACK© TRUSSES p 21/2" ° w c� 2„ Q PROVIDE BLOCKING z o w 2 1/4"C7 N z BETWEEN TRUSS BAYS w 1 1/2" w N V ¢ Q @ 48" O.C. FOR FIRST 3 CQ a N w BAYS SEE GABLE WALL PER PLAN N I 110 CONNECTION DETAIL (FRAME WALL SHOWN; 10d x 3" COMMON w 00 ci Z FOR REQ DMAY ALSO BECL CONNECTIONS MASONRY) 10d x 3" COMMON OPP. SIDE O N v F - ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** z a U U o v 10d x 3" OPP. SIDE (� <z[ � aSo Iw— Ill GEO GABLE END @ FLAT CEILING W/ BOSTON HIP - - co a bo 01 U � 3/4"=1'-0" 10d x 3 ,, COMMON CL DISTANCE PER OPP. SIDE DETAIL p W (2) 2x4's (2) 24's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C O (2) 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S > U O ° AFO�\TYPICAL, BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN CL 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. L _ ♦^ p FASTEN w/ (5) 10d COMMON I ( V J U o� NAILS @ EACH END (TYP) o 2x6 RAFTER TO 2x8 RIDGE o Z BOARD W/ A35 ON ONE SIDE OF RAFTER, ATTACH A35 ON O LlJ I � Z ADJ RAFTER TO OPP SIDE W M � (AS SHOWN) I O Lu U n� -- ----------_. __ o J � w Z� N FASTEN SYP OR SPF 2X6 (MIN. J z z J WIDTH)PLATE THRU O.S.B C¢ -j m �^ c SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS 1- P BELOW W/ 1/4"x4-1/2" ys J Z z E Q O ?� SIMPSON SDS SCREWS 2x6 2X8 RIDGE BOARD w F- azzUJ ww _ PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER z Q W ¢ I-� a EACH TRUSS BELOW2x6's @ 24" FRAMING (OR PRE -ENG VALLEY TRUSSES) W I- O A.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR O W V Z p LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. U _ O p CF01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. z 1/2"=1'-0'' 2x STUDS @ 16" O.C. FOR KNEE WALL w V FLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT p ZT_ I rr- 7) Iti BUILDER NOTE: - v rwvr ancr� i niiw rvr� a i r�r�r z SOFFIT FRAMING NOT F z Q 0REQUIRED WITH ALUMINUM C CONT. ROOF SHEATHING NAIL PER PLAN J OR VINYL SOFFITS O O 3 O S ROOF SHEATHING, D PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END o U) W o SFW C1,0 ROOF SHEATHING, 2,1. �'FR C'�6 FASTEN PER PLAN TO TOP CHORDS OF TRUSSES BELOW WHEN -' Uj -j W <s��'`IA TO FASTEN PER PLAN <F4,�'gA TO O BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS z W cT rR F �T rR ,y 's. ti �S BELOW AND CONNECT w/ HTS20 32" O.C. D 0 �,W n Op S O,cO S @ w Q O,y y _ _Z� 2x4 FRAMING @ 24 E PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW �- LL! W no O.C. MAX. o J 2x4 FRAMING @ 24 O.C. MAX. PROVIDE (4) 10d x 3" H A J � a WCL 2x SCAB w/ 10d NAILS F 2x PLATES OVER ROOF DECK PER VALLEY PROVIDE (4)10d x3 NAILS JOINT FRAMING DETAIL = H LL PER -ENG TRUSSES NAILS AT JOINT g H A O K 2x SCAB w/ 10d NAILS ` G DOUBLE TOP PLATE PER PLAN O �.. @ 4,. O.C. w O C Z TRUSS CONNECTION PER -ENG TRUSSES C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR z Q M :.. 2x FASCIA -�..� H PER PLAN fl -•• R PLAN c� FASCIA PER RAFTER LL N 2x S T R O (2) 8d TOE NAILS TO CONNECTION (2) 8d TOE NAILS CMU WALL PER PLAN TRUSS CO E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ C p BLDG DESIGN. -- LEDGER N TO LEDGER � STRUCTURAL ENG: MCD PER PLA J STRUCTURAL SHEATHING PER PLAN AND ROOF - 2x4 PT LEDGER W/ DRAFTING: 2x4' LEDGER W/ 2 16d w O FINISH PER ARCHITECTURAL PLANS 1/4" x4" TAPCONS 12" @ �, G E _ -DESIGN: @ 2x FRAME WALL PER NAILS 18 O.C. � --- O.C.PLAN CURVED ROOF TRUSSES PER PLAN OR CURVED F_ STRUCT: DP SEE ELEV, FOR SEE ELEV. FOR K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING G D QC CHECK: CC O.H. SIZE O.H. SIZE NAILED @ 6 O.C. STAGGERED (D JOB No. PSQ-0204704 NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING 1F REQ'D .�------ - _.___.-:. WALL f01, DORME CONDITION @CMU WALL CONDITION @FRAME FRAMING DETAIL NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE SCALE: AS INDICATED 1/21t=11-011 TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. © DATE: 03/16/18 fiF1 -TYPICAL SCAB OVERHANG W 3/41'=1'-0" SD3 O IATES LLC I strictly C L s t . ASSOCIATES, LLC. An use duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DES GN OF WMR &ASS st COPYRIGHT MCD 2015. The Information contained In this document Is copyrighted and s the exclusive property of MONTH CONSULTING DESIGN, OF WMR & �O y p p y ujJ' 1, .16 II IL JIL111 !IIV NILL, lll'Ll'llV It I 1,! A ---- I-- _-- NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME BE AT LEAST 8'441 MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP, TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS PSPN516Z W/ (12) 16d W/ (2) 1 Od NAILS 3" O.C. N AILING O.G. (FOLLOW h NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) N REQUIREMENTS THIS + ' ATTACH 2x4 STUDS TO REQDETAIL FOR ALL TOP D 2x4 #2 SYP P.T. TRUSS PER PLAN + (2) 1 Od NAILS @ 3" O.C. TOP PLATE W/ (3) 12d BLOCKING @ 24" O.C. • •----'"' WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE W/ (2) 12d END NAILS THEN (2) ROWS 10d ALL LOCATION LOCATIONS) cr_ TRUSS PER PLAN @ EACH END DTC CLIP, (2) 8d NAILS NAILS @ 8" O.C. INTO BLOCKING, (2) . • OTHERWISE 2x4 WALL BEYOND 8 M7 N �, „ N TRUSS PER PLAN 3/16 x 2 3/4 TAPCONS AGAINST 2x8 STUDS z IN CMU. OR SIMPSONATTACHED PER 5t O META16 @ 24 O.C.M F W 08/ D3 OVERLAP TOP PLATE o AT CORNER w TOP SPLICE @F6 ,illllllll/� IF IDOUBLE 2X4 TOP NAIL BOTTOM PLATE w `e® �� i` W�'�DTC CLIP, (2) 8d NAILS LAY 2x4 BLOCKING @ ATTACH 2x8 STUDS TO p .•••°••.« �/ �s 'IINTO BLOCKING, (2) 24" O.C. OVER THE PLATE TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT O ��► "N".•° ••«•�� ra00 MASONRY WALL OR TOP OF THE BOTTOM UP COLUMN BELOW W/ �'• a, 6•S2� wp3/16 x 2 3/4 TAPCONS LINTEL PER PLAN ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL (2) 10d NAILS z - �S CD O ®Z , � � Z • 2 wLINTEL SEE PLAN �' s ° IN CMU. OR SIMPSON CHORD. ATTACH W/ (2) TOP PLATE W/ (3� 12d AT ALL LOCATION o _ . Lu S Z = META16 10d NAILS @EACH TOE -NAILS TYPIC L AT =" o O: O ; ¢ TRUSS @ 24 O.C. p 2 ALL LOCATION TOP SPLICE 6 °• Q BEARING CONDITION CMU WALL BOTTOM SPLICE 1 VER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION o o,,a�6°°°••®•®.°••®` z STD CONDITION @ CMU @ Q 22 STUD PLATE ®s�®��o®1►sp19ep®��®` ¢ O U_ LL w SIMPSON DTC, 2 sa 2x4 BLOCKING (2)12d TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) r O FO TYPICAL TOP PLATE SPLICE @ BRG. WALL NAILS INTO BLOCKING, NAILS, TOENAILED @ O TRUSS PER PLAN (4) 8d NAILS TO TOP EACH END.AT 24" O.C. ROOF SHEATHING 3/4"=1'-0" cn PLATE PER PLAN 0 Lij TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS > c( INTO BLOCKING, (4) 8d D NAILS INTO TOP PLATE °- (2) 16d TOE NAILS BRACE TO LEDGER _ -- 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE O END NAILS @ EACH NAILS @ EACH WEB END. MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D WHEN CLOSURE WALL EXTERIOR SHEATHING. 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT IS 3FT OR TALLER - 2x z 2 DBL TOP PLATE (- , o D= NAIL SPACING WALL SHEATHING PER ATTACH PER PLAN 2 OR HORIZONTALLY LLTRUSS) TOP &BOTTOM USING (1) ROW OF 8d NAILS a aco SYP#2 BOTTOM S BEYOND71 @ M - — — PER NOTE #2 w PLAN a FROM TOP OF WALL O _ IT — T -I -" — 3 O.C. SEE 1NS10 AND WS11 FOR ADDITIONAL INFO. D BLOCKING READ @ w TO BOTTOM — _ — — — _ — — _. ? —� I I SHEATHING PER PLAN a Z 2x WALL, SEE PLAN 24" O.C. MIN 2) TRUSS w I — _ — 1T �" -Tl — TI- — I f N 3 z 0 NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M g BAYS Wf (3) 12d 2x8 #2 SPF STUDS AT WALL SPLICE, FIELD w ? ¢ NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 O 5 I I L i I I VERIFY IF REQUIRED a up.. W PLATE PER PLAN U TOENAILS EACH END. a 16 O.C. ( l I I I I I p = Q3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS p Q. STD CONDITION @ FRAME WALL ATTACH 2x4 LEDGER _ a p @ 3" O.C.1N HORIZONTAL CONDITIONS Q _ _ DOUBLE NAIL EDGE SPACING W/ (3) 12d NAILS @ 2x8 #2 SYP PT: BASE III J I_ 1L — _ T — z 4U NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. M (� EACH STUD PLATE W! 1/2" x 8" i I III LIT I — WALL SHEATHING O w U.N.O. ON PLANS, STAGGER ALL VERT. PANEL JOINTS w to ANCHOR BOLT OR z (4)1 Od NAILS @ EA. SPLICE, SEE SPLICE SHEATHING PER PLAN 3/8" S= NAIL SPACING a LIJ TITEN HD @ 32" O.C.& .-. 5� PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO BLOCKING TO MASONRY WALL OR III III I I I I I DETAIL. MAX 1/8 g - S S PER NOTE #1 s PLATE LINTEL SEE PLAN 6 FROM EACH END OPENING SPACE BETWEEN W W HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & v M V III III I 4 I I w co BOTTOM "' — _ a IIS II I� LI �� PANELS. � � — ; —, - O W j TRUSS PER PLAN --� TRUSS PER PLAN VAULTED CONDITION @CMU III 1 rvol III ( I I II -, n �, ,��T, ,,.,,, SINGLE NAIL EDGE SPACING co Z (2)1 Od NAILS TO III AROUND ill 11 11 11 2x STUDS BEYOND, LL O � CL BOTTOM CHORD I (( OPENING I I I I I I SEE PLAN FOR MORE LL PROVIDE PIECE OF @EACH END OF III 111 I I I I INFO z i t- O SHEATHING BETWEEN BLOCKINGw III `I I— --U TIII I I I I I --U) W= g EXTERIOR WALL 2x4 SYP #2 FLAT I I I I I I I I I I I I I s ~ O U) SHEATHING & BLOCKING. (2)1 Od NAILS TO BLOCKING, @ 24" O.C. 1 I—LL — _ (_ [LL _ JI _ _ 1L — —I L x PO O SHEATHING TO HAVE BOTTOM CHORDW/ (2) 12d END NAILS = _ — — — — — — — — — LCL co W SAME THICKNESS @EACH END OF @ EACH END. SYP #2 LED LU �,.�...,... O N g LL O STRENGTH ORIENTATION BLOCKINGFLOOR LL 0 O�o Z SYSTEM "' AS EXTERIOR WALL WALL SHEATHING PER — — — — — w SHEATHING PLAN CUT TO PIT CUT 2x BOTTOM PLATE STUD PER PLAN JOINT; MAX. 1/$" GAP 2x WALL, SEE PLAN SEE TRUSS PLAN FOR 1 BEYOND SEE PLAN ALTERNATE BLOCKING FRAME CONDITION p� e0l SHEATHING DIAGRAM 2x6 FLATBwISEKw/ 6dED (2) ROWS OF 8d NAILS 3" O.C. TOP & BOT. � F1 EXTERIOR SHEATHING SCHEDULE (2) NAILS EACH END @ OF SHEATHING SPLICE u� > SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL o Uo fl - O ' N U w� p co� .� CL 3/4"=1'-0,. A ` N Ld PA 8 s 0 1- VJ J z0 wo Z E LL O z2x6 M UW -W=W z O Q WUtiH � ¢ _CO o?S uk FU NON-BEARING WALL CLIP DETAIL SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL o = fl - O ' N U w� p co� .� 3/4"=1'-0,. .., W »� Z¢U—jJ(0 0 ¢ 1- J O c >- cc 8 J W oZF" Zwz wo E z2x6 -W=W �0g ¢ o0 ¢°- 0 SYP #2 LED LU �,.�...,... W� V LL 0 O�o Z 2x4 #2 SPE w LLa 1' 1 /2"=-0" 1/2"=1'-0" 1/2„=1'-0” 1/2"=1'-0" 1/2"=1'-0" p W SD4 COPYRIGHT MCD 2015: The Information contained in this document is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, Or transfer of thesedocuments without the expressed, written consentofIVIONTA CONSULTING DESIGN, OF MR&AS S OCIATES, LLC Is strictly prohibited. b. ted. H , r i 11i IIIoIuliosiIri,,, ¢ Vj z2x6 -- 0 SYP #2 LED LU �,.�...,... 2x4 #2 SPE TO STUDS w/ (2G1E/4" X LU O %"" SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. 4%" SIMPS. SDS a � r MORE INFO & MORE INFO& w/ 2 16d END NAILS O SCREWS @ 16" O.C. g CONNECTION CONNECTION EACH END x x MAX.; ** EXTERIOR WALL/TRUSS TO GABLE END STUDS p 2xl2 BOX HDR w/ 2x8's w/ (2) 1/4" X 3%" SIMPS. ¢ JLU TOP &BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF SDS SCREWS @ 16" W 2x12 w/ 1Od X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING@ 24" O.C. O.C. MAX.; p LLI @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS TO MASONRY w/ 2x6 0 Q W WALL TO PRECAST NAILING SCHEDULE & * + * EACH END PT SYP #2 LEDGER w/ _ = Z y LINTEL w/ (2)ROWS OF * , + + (4) 12d NAILS EACH SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF 12 (2) 1/4 x 2 3/4 W (.7Uj 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER x + MORE INFO & + + ROOF SHEATHING 4 (MIN.) ,� TAPCONS AT 12 O.C. p 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ 2 1 O NAILS O b,. , CONNECTION • + SIMPSON H3 CLIP z & LU 'a W• i STAGGERED INTO TRUSS & (3) 12d '.; � EACH VERTICAL, LL LIP DETAIL SEE WALL C + SHEATHING PER PLAN I- � = (� i i TOENAILS INTO OTHER TRANSOM BETWEEN FOR MORE INFO 2x4 SYP #2 LEDGER. (4) 1 Od NAILS FOR z 1- I"' Cl Q TRANSOM BETWEEN TRUSS LINTELS .� .. I � 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL TO STUDS OR BEAM w/ �� ,, 7 CONY. FRAMED � V Cn Q LINTELS 'D LINTEL PER PLAN �� @ 24; O.C.w/ EXT. .: @ 24" O.C. w/ EXT,. (2) 1/4 X 4% SIMPS, � MEMBERS ONLY O W Ln 13 LINTEL PER PLAN i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ �Q SHEATHING PER LINTEL PER SHEATHING PER SDS SCREWS @ 16 I— � N Z i ix6 2x6 #2 SYP P.T.PTCONT. .,, #2 SYP P.T. CONT. :� °. NAILING SCHEDULE & NAILING SCHEDULE & O.C.MAX.; w � „ „ w/ (2) 1/4 x 3 1/2 O „ „ w/ 2 1/4 x 3 1/2 4 12d NAILS EACH O :, . 4 12d NAILS EACH O TO GABLE END STUDS r, „ z c? LL CL N ?� TAPCONS @ 12" O.C. „ TAPCONS @ 12 O.C. � TRUSS MEMBER .•• TRUSS MEMBER (TOP , „ w/ (2) 1/4 X 3Y SIMPS. 3 -O MAX v� BLDG DESIGN: --- SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS SDS SCREWS @ 16 FASCIA PER o VERTICALLY VERTICALLY ALONG W/ WEBBING) O.C. MAX.; COMMUNITY SPECS STRUCTURAL ENG: MCD 2x6 2x8 wr (2) 1 Od NAILS @ TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR _ W - piaFTltvG: 2x8 w/`(2) 10d NAILS @ w/ (2) 1Od NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2)10d NAILS @ SYP #2 LEDGER w/ 1/4" x 2 3/4 TAPCONS @12 - PRE-ENGINEERED � f- -DESIGN: --- -STRUCT: DP POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL ATTACHMENT ATTACHMENT BY POCKET SGD EACH VERTICAL O.C. ROOF TRUSSES @ 24" U ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER ATTACHMENT BY O.C. MAX. QC CHECK: CC BUILDER BUILDER BUILDER SIMPSON H3 CLIP DESIGNED FOR ►— U) JOB No. PSQ-0204704 SHINGLE ONLY ----__----_-_----- S0 HEADER @POCKET SLIDER W/ TRANSOM HEADER POCKET SLIDER W/TRANSOM SO2 @ S03 HEADERI POCKET SLIDER @ D SO4 HEADER @POCKET SLI ER TYP A SHED ROOF DETAIL `D01 ICL Q F- Z Lu SCALE: AS INDICATED - DATE: 03/16/18 1' 1 /2"=-0" 1/2"=1'-0" 1/2„=1'-0” 1/2"=1'-0" 1/2"=1'-0" p W SD4 COPYRIGHT MCD 2015: The Information contained in this document is copyrighted and Is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, Or transfer of thesedocuments without the expressed, written consentofIVIONTA CONSULTING DESIGN, OF MR&AS S OCIATES, LLC Is strictly prohibited. b. ted. H , r i 11i IIIoIuliosiIri,,, J L _ - - - - _..., __ _ -1. - - SHINGLE OR TILE PER PRE-ENGINEERED ARCHITECTURAL ROOF TRUSSES AT 24" _ELEVATIONS. O.C. PRE-ENGINEERED ROOF TRUSSES @ 24" TYPICAL TRUSS TO O.C. FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES TYPICAL TRUSS TO 4 FRAME CONNECTION. z SEE STANDARD REFER TO PLAN FOR w ❑ CONNECTOR NOTES BUILT-UP COLUMN INFO. BEARING SEE PLAN PRE -ENG. FLOOR SYSTEM - IF NO FLOOR h N SYSTEM INSTALL z KNEEWALL & PROVIDE p SOLID BLOCKING ~ v DBL. TOP PLATE UNDER COLUMN w SEE ARCHITECTURAL N ABOVE ��®® /®'��' M PLAN FOR OVERHANG HDR. PER PLA ®a11111111i/40 BAND JOIST& BLKG w ®® ,K ��N ®® w ca INFO OR LVL GIRDER DO ®o® l�,:•®®®.®®•.®®®••®S ®��'� 4 NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED FLOOR SHEATHING & SHEATHING PER�?i w 00 MIN 2x4 SPF #2 STUDS C7 ; t� u- • .� Y ci WINDOW AS @ 16" O.C. SEE PIAN MTSC40 POST ABV. TO TRUSSES TO BE P.T. IFI ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NAILING PER FLOOR DETAIL WF1O/SD4 z ®• � w ®®� z NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR 2x STUDS,SEE SEE p z F- 0: - _ SCHEDULED FOR MORE INFO, POST BELOW U.N.O: FRAMING NOTES J ¢ p� Z „� PROVIDE SOLID BARRIER (FELT PAPER',, 0 LOCATION & SPACING LOCATION & SPACING FRAMING PLAN FOR �► �•� z s: O p STRUCTURAL COL PER 2x4 #2 SYP BLOCKING SPACING AND GRADE m . �G�• > < EXTERIOR FINISH PER BLOCKING WITHIN FLR. OR SIM) IS PROVIDED AND SEE ARCH PLAN ®-� PLAN INT. FINISH PER PLAN TRUSS STRAP -SEE STRUCTURAL COL PER ¢ '•., •; W ❑ SYSTEM TO MATCH PLAN FOR SIZE AND PLAN FOR SIZE AND @ 48 O.C. W/ (2) 12d ❑ ®® ••.•••®•.•• O ,. Z -. COL. DIMENSION FRAMING PLAN FOR REQ'D # OF STUDS TOENAILS EACH END TO VERIFY SIZE K p(� �!`0 4Q 0 REQ'D # OF STUDS O 2x BOTTOM PLATE W/ CONNECTIONS I 2x BOTTOM PLATE W! ®'®®►'s"ae®®®� U MID -SPAN BLOCKING REFER TO PLAN FOR DOUBLE'2x TOP PLATE DOUBLE 2x TOP PLATE 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. ry (2) 12d AT 12" O.C.Uj U.N.O. AGAINST TRU BUILT-UP COLUMN SS 2x BOTTOM PLATE 2x BOTTOM PLATE (1) ROW 8d NAILS @ 3" I- 3/4" FLOOR SHEATHING INFO. VERTICAL @ 48" O.C. u_ INSULATION PER PLAN ATTACHED PER3/4" FLOOR SHEATHING 3/4 FLOOR SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING 0 BEARING WALL PER ATTACHED PER ATTACHED PER TO BOTTOM PLATE/ cn SEE DETAILS WS10, NAILING SCHEDULE END z PLAN BEYOND TOP CHORD WS11 OR WS13 FOR FLOOR TRUSSES SEE COLUMNS NAILING SCHEDULE NAILING SCHEDULE p H ADDITIONAL PRE -ENG FLOOR TRUSS INFORMATION THIS PLAN FOR DEPTH AND > Q MID -HEIGHT BLOCKING OR FIELD FRAME 2x4 p DIRECTION PER BEARING WALL SYS. 42 FLOOR KNEE WALL STUDS @ SHEET SIMP. HTT4 TRUSSES @ 24 O.C. a NOTE: ALL FLOOR SCHEDULE 1,; 16" O.C. W/ (2) 16d NAILS W/(18) 16d x 2a NAILS TRUSSES TO BE P.T. IF TO POST (U.N,O. ON (MAX) @ EACH END. TRUSS TONO MOISTURE COLUMN BASE s„ O CONNECTION PER FRAMING PLAN & - CMU W/ STRAP PER e Q STANDARD CONNECTOR BARRIER (FELT PAPER PLAN ALL THREAD W/7" MIN. �. ; OR SIM) IS PROVIDED EMBEDMENT INTO TIE', (1) SIMPSON LSTA30 ~ +.� NOTES Q BEARING REFER TO BEAM USING SIMP. SET STRAP CENTERED MASONRY WALL PER °'� (1) ROW 8d NAILS @ 3" F=. SEE PLAN FOUNDATION PLAN FLOOR TRUSS SEE PLAN O.C. WALL SHEATHING EPDXY FLOOR TRUSS PER BETWEEN COLUMN +: PLAN AND GIRDER/BEAM FRAMING PLAN FOR NOTE: ALL FLOOR w ..' ' , ..:.:•;,; ' ; .. ,: • � � FOR FTG.. CONNECTION INFO.. TO,BOTTOM PLATE � • PROVIDE SOLID BELOW W/ (22) 1 O TRUSSES TO BE P.T. IF 1/$ GAP BETWEEN =� 7 BOND BEAM — INFORMATION SEE DETAIL WS11TH1.5 a —�_ ': LI�-- BLOCKING BELOW `' NAILS FLOOR GIRDER OR NO MOISTURE SHEATHING & CMU Q FLOOR SYSTEM DRAFT — + -� �— COL. EVEN WITHIN SHEET FOR MORE INFO O STOPPING AT 1000 SQ = -'� MASONRY WALL SEE BEAM; SEE PLAN BARRIER (FELT PAPER 2x4 PT SILL PLT. IF 0 FLOOR TRUSS :..^ FT MAX: DRAFT -` = = OR SIM) IS PROVIDED KNEEWALL ❑ PLAN FOR MORE INFO z LINTEL AS PER PLAN 7 . STOPPING MATERIALS MIN THlcl<NEss SHALL TYPICAL TWO STORY COL. GIRDER fis-041TYPICALGIRDER COL. CONNECTION fis6kTYPICAL GIRDER COL. n HIGH BEAM S1 TWO STORY PARALLEL FLOOR CONNECTION U WD. HD. HT, BE 1/2" GYP BOARD OR SQ3 v w C/) SEE PLAN 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" d W ATTACH TO FLOOR TRUSS W/ 8d NAILS AT v 16" O.C. TOP AND NOTE: NOTE: 2x 2ND FLOOR STUDS 0 R WHEN 3 OR MORE WINDOWS ARE IN AOW (ONLY JAMB STUDS BETWEEN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN SEE PLAN FOR MORE (2) SIMPSON LSTA18 W PRECAST SILL OR SILL BOTTOM CHORDS cn WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND STRAPS CENTERED @ z n= PER WINDOW BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER FLOOR W/ (14) 1 od 0 05 MANUFACTURER LATERAL LOADS LATERAL LOADS A A NAILS SEE FLOOR FRAMING > U WRITTEN PLAN FOR FLOOR 0 ° SPECIFICATIONS a , A o SYSTEM INFO. LU EXT FINISH PER PLAN SOLID SHEATHING @ SOLID SHEATHING @ W N 11 11 -ATTACH 2x STUDS W/ (3) 2x STUDS _ V) P4 ° HEADER HEADER (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. U 9 . SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6) STRAPS CENTERED @ VERT REINF. BEYOND pu �, ,� F� „ „ ZZ s 1Od x1-1/2 @ 24 O.C. <<sy 10d x1-1/2 @ 24 O.C. FLOOR W/ (14) 10d SIMPSON LSTA24 tiFFr (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 FFr CALIFORNIA CORNER A -A o Z STRAP W/ (22) 10d & SP8 2x8 STUDS STRAP W/ (22) 1 O & SP8 P 2x8 STUDS)DS NAILS ' • (2) SIMPSON LSTA18 - MASONRY WALL PER — J. NAILS. BEND STRAP � ) NAILS. BEND STRAP @ (2) SIMPSON META16 STRAPS CENTERED @W � � co PLAN :�f CONC. SLAB - OVER TOP PLATE MAX. 2) 2x SPF TOP PLATE OVER TOP PLATE MAX, (2) 2x SPF TOP PLATE FLOOR TRUSS TO FLOOR W/ (14) 10d p -- IX 3" THEN RUN DOWN ( 3" THEN RUN DOWN MASONRY WALL NAILS LU r SEE FOUNDATION U.N.O. ON PLAN U.N.O. ON PLAN z W U r. w PLAN FOR MORE INFO FACE OF JAMB STUDS/ FACE OF JAMB STUDS/, L (3) 2x STUD PACK 0 0 rn I=. E FIN. FLR. HEADER HEADER - SEE 2ND HEADER HEADER -SEE 2ND F= .� _ coV 8 EXT. SHEATHING ATTACH PER NAILING -- ¢ 06 - © � ti rn I` FLOOD PLAN FOR MIN. 0 0'-0" FLOOR PLAN FOR MIN. FLUSH W/ FACE OF SCHEDULE O U � w z m© M am.o- � -c- S HEADER E& REQ'D HEADER SIZE & REQ'D � MASONLTACHED ZF- Z > � `o aEXTERIOR SHEATHING JAMB STUDS ATTACH 2x STUDS W/ w UO U_ JAMBSUDSPER NAILING FROM TOP OF WALL „ I-- TO BOT. (RIBBON/ EXTERIOR SHEATHING SCHEDULE; PROVIDE (2) 16d NAILS @ 6 O.C. I- _I FROM TOP OF WALL „ (4) 2x STUDS = � = � 0 d $ SEE FOUNDATION BEAM) ATTACHED PER IF HEADER 1S UPSET TO BOTTOM OF FLOOR'', 1/8 GAP BETWEEN J Q O 0 2 ij o DETAILS FOR FTG INFO NAILING SCHEDULE. SHEATHING AND STANDARD CORNER A -A Z AND WINDOW IS SYSTEM (RIBBON / w 0 = z w z (2) 2x SILL AT WINDOW IF HEADER IS UPSET MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE O z I- w Y O LOWER: (1) 2x SILL BEAM) ATTACHED PERI SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z H O U Q = w _ W/ 2x CRIPPLE STUDS AND WINDOW 15 MASONRY WALL PER PLATE W/ (2) 10d NAILING SCHEDULE. SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d o l.- Q U 0 a AT EA. END NAILED TO LOWER: (1) 2x SILL PLAN W H O LO TOENAILS. EXT. SINKERS AND (14) /4 X2 Y4 TITENS TO MASONRY O Z a� STUD PACK W/ 10d PLATE W/ (2) 10d W o NAILS @ 8 O.C. THEN LESS THAN 4FTI (G 2x TOENAILS. EXT. U _ O O r fi_S_6�TYPICAL TWO STORY SECTION -SYSTEM 42 STUDS @ 16" O.C. SILL PLATE wi (2) 10d HEADER oENINGs SOg 2nd FLOOR CORNER FRAMING ATTACHMENT z _ 3/4"=1'-0" ATTACH SILL W/ (2) 10d LESS THAN 4FT:(1) 2x 3!4"=1'-0" ❑ (, .�.. TOENAILS. OPENING SILL PLATE W/{2) 1Od w c, TOENAILS AT EA. END LARGER THAN 4FT: (2) � OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING (2) 2x SILL AT WINDOW SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN Z WIDTH 4'-0") USE A35 CLIPS EACH SIDE W/ 2x � LARGER THAN 4FT: (2) FLOOR SHEATHING & O CLIP AT EA. END FOR W/ 2x CRIPPLE STUDS 2x SILL PLATE W/ A35 NAILING PER FLOOR DETAIL WF10/SD4 ATTACHED PER ATTACH PER NAILING PER PLAN CRIPPLES @ 16 O.C. AT EA. END NAILED TOI, NAILING SCHEDULE SCHEDULE 0 ~ SHEATHINGOPENINGS GREATER W/ 2 1Od TOENAILS CLIPS EACH SIDE W/ 2x FRAMING NOTES 2x STUDS , SEE z Oct ATTACH PER NAILING O STUD PACK W/ 10d THAN 4' BUT LESS T&B (PLYWOOD „, CRIPPLES @ 16" O.C. FRAMING PIAN FOR UNDER WINDOWS AND 2x STUDS ,SEE o > J SCHEDULE, THAN 6' NAILS @ 8 O.C.CTHEN W/ 2) 1 O TOENAILS GIRDERS: BLOCK FRAMING PLAN FOR SHEATHING REQ'D STUDS 16" O.C. ( SPACING AND GRADE O Vi W CONTINUOUS FROM T&B (PLYWOOD N ARCH PLAN SOLID BETWEEN SPACING AND GRADE -� (V Uj TOP OF TOP PLATE TO SIMP. HTT4 T&B) I 1 ATTACH. SILL W! (2) 10 10 2 NAILS SHEATHING REQ'D SYS. 42 FLOOR O VER FY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN z W GIRDER TRUSS PER BOTTOM PLATE. W/ (18) d x SEPARATE SHEATHING TOENAILS AT EA: END T&B „ A35 EA. END TO VERIFY SIZE - 11 PLAN TO POST (UN,O. ON UNDER 1NINDOW OF SILL (MAX OPEN'G ) TRUSSES @ 24 O,C. O Q W BEARING WALL PER �� ,_ „ (MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ � = Z U) FRAMING PLAN) & 8 WIDTH 4 0 ), USE A35 z (2) 12d @ 12 O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. I- W O W PLAN ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR ATTACHMENT W/ (2) EMBEDMENT INTO TIE OPENINGS GREATER (1) ROW 8d NAILS @ 3 (1) ROW 8d NAILS @ 3" z J DOUBLE BOTTOM O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING ¢ Q W CL PLATE BEAM USING SIMP. SET THAN 4 BUT LESS I- EPDXY THAN 6' TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE z = V 2 H5 EA. FLOOR TOP RIBBON 2x SYP #2 RIBBON MIN f . I— ( Q TRUSS TO DOUBLE 2x4) TO TRUSS W/ (4) W \ 2x SYP #2 RIBBON (MIN © BOTTOM PLATE, SLIT `� 2x TOP &BOT. 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 0 FLOOR DECKING TO RIBBONS, CONT. 16d NAILS; BOTTOM RIBBON TO BE PT IF ❑ O W N Z SEE TRUSS LAYOUT \ RIBBON TO BE PT IF w 0) --'-�--■- ACCOMMODATE NOTE. ALL FLOOR • BRG DIRECTLY ON z n= Q M � ,........ FOR HANGER STRAP TRUSSES TO BE P.T. IF (1) SIMPSON LSTA30 BRG DIRECTLY ON CMU CMU. �? �•- �• N STRAP CENTERED NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN (2) ROWS 8d NAILS @ (2) ROWS 8d NAILS @ w --- (FELT PAPER OR SIM) IS E BLDG DESIGN: �' 3" O.C. WALL .I. SEE PLAN FOR 3" O.C. TYP. WALL ❑ AND GIRDER/BEAM FOR FLOOR ,� . � STRUCTURAL ENG: MCD 2x RIBBON OR PROVIDED CANTILEVER SHEATHING T EA. PRO D BELOW W/ 22 1Od CONNECTION MASONRY AL PER SHEATHING TO SIMPSON META16 AT H G O � DRAFTING: -J-- ilLL BLOCKING W/ (4) 16d SEE FRAMING PLAN ( } W L �.; MASONRY OR MTS12 RIBBON � IF FLOOR SYS. NOT PRESENT PER FLOOR NAILS PLAN BOTTOM RIBBON DESIGN: D OR (3) 16d TOENAILS. FOR FLOOR ' �.: „ AT WOOD FRAME �❑..-STRUCT: DP FRAMING PLAN, 2nd FLR STUDS TO BEAR ON 1/8 GAP BETWEEN NOTE: ALL FLOOR U ---- _ CONNECTION NOTE: ALL FLOOR CMU WALL BLOW PER DETAIL INCDICATED ON SHEATHING &CMU WALL FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR; GRIDER OR TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF QC CHECK:. CC BEAM NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE REQ'D`ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS co JOB No. PSQ-0204704 BARRIER FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER -_...--_---.---_--. TRUSS PER PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE ( OR SIM IS PROVIDED '� SCALE: AS INDICATED BOTH SIDES OF THE WALL OR SIM IS PROVIDED CONNECTION NOTES ) PLAN FOR MORE INFO z i w DATE: 03/16/18 0 FLOOR TRUSS TO GIRDER CONNECTION CANTILEVERED FLOOR TRUSS CONNECTION W HEADER CONNECTION 2nd FLOOR S1 TWO STORY PERP. FL00R C NNECTION wS1 S 0 SO HEADED CONNECTION@2nd FLOOR HIGHBM S1— 3/4"=1'-0" 3/4"=11-011 3/4"=11-011 3/4"=1'-0" 3/4"=1'-0"SD5 p� u7 H COPYRIGHT M_righted and Is the exclusive property of . oMONTA 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. _ IIS I. II I I I I fl (2) 2x SYP #2 BUILT-UP STU[ COLUMNS I ' L , I. i�._L _1111IILII,.W��1.IVIIILI�V1I�Ll I II (2) 2x SYP COLUMNS ON EITHER SIDE OF GIR,DERPROVIDE SUFFICIENT MIN. (4) 160 NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH SIDE OF G.T. USE (4) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER 16d NAILS) 601 LEDGER @ GIRDER tG03 LEDGER @ OPEN TO BELOW 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7' EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN ISEE2NC 3!4"=1'-0"' \ / 3/4"=1'-0" EXTERIOR SHEATHING -STRUCT: DP ADDITIO 2x4 LEDGER W/ (2) FROM TOP OF WALL SIMPSON H2.5 O.C. MAX W/ MID POINT TO BOTTOM OF SILL 10d NAILS@ 16 O.C. IMIN. 2x6 #2 SYP I PLATE ATTACH PER BLOCKING(U.N.O.)EXT. _ _ _ _ — — _ _ _ ._ — NAILING SCHEDULE ISCREWS @ 16" O.C. „ TO 2nd STORY WALL BOTTOM PLATE END. BLOCK IMAX - EQUALLY ROOF SHEATHING — SPACED & 3" FROM ( I ISIMPSON H2.5 EA. I ATTACH PER NAILING 3ER BY OTHERS (TRUSS I SCHEDULE OPT. TRUSS RECESS LEDGER I EACH DIAGONAL D04 SECTION @ LOW ROOF PRE-ENGINEERED BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 PRE ENGINEERED TRUSS PER PLAN EXT. SHEATHING BELOW W/ (9) 1 Od ° MIN. 2x6 #2 SYP CONT. SHEATHING PER PLAN SIMPSON H10A @ FASTEN ROOF LEDGER W/ (2) Y4"x3-1/2" NAILS AND (5) 1/4"x2 NAI S AND ONS SS PER PLANS ATTACH PER NAILING DS WOOD SCREWS C27 SHEATHING TO 2x MAX. PER PLAN 16" O.C. MAX. & 3" SCHEDULE ; L FROM EA. END - USE • STRAP; CENTER I (3) SCREWS FOR 24" ( SIMPSON LUS26. USE ;ER PER PLAN (RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY . ° ° ° 2x8 #2 SYP P.T. SILL (TRUSS. VERIFY W/ I TRUSS MASONRY WALL AND TRUSS SHOP RAWINGS � PLATE W/ 1/2" EPDXY FOUNDATION. REFER (5) 16d NAILS ___ ... ..._....------------_ J 2x8 SYP #2 LEDGER W/ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIR,DERPROVIDE SUFFICIENT MIN. (4) 160 NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH SIDE OF G.T. USE (4) w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER 16d NAILS) 601 LEDGER @ GIRDER tG03 LEDGER @ OPEN TO BELOW 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ %2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7' EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN ISEE2NC 3!4"=1'-0"' \ / 3/4"=1'-0" I --- -----------------------I WALL SE -STRUCT: DP ADDITIO 2x4 LEDGER W/ (2) INFORM) SIMPSON H2.5 O.C. MAX W/ MID POINT TRUSS TO LEDGER 10d NAILS@ 16 O.C. IMIN. 2x6 #2 SYP I ICONT. LEDGER w/ (2) BLOCKING(U.N.O.)EXT. I% -'x3" SDS WOOD FINISH PER ISCREWS @ 16" O.C. „ TO 2nd STORY WALL BOTTOM PLATE END. BLOCK IMAX - EQUALLY SECTION @ COMBO TRUSS SPACED & 3" FROM ( I ARCHS :, END OF LEDGER - LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY ATTACH PER NAILING SCHEDU ADJACENT BAYS @ IO.C. IS REQUIRED w/ SHOP DRAWINGS I MSTAM24 EA. SIDE OF L-------------------------- J OPT. TRUSS RECESS LEDGER I EACH DIAGONAL D04 SECTION @ LOW ROOF 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 1 Od TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS. INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION AND DIRECTION 3/4"=1'-0" 3!4"=1'-0"' \ / 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" -STRUCT: DP 2x4 LEDGER W/ (2) EXTERIOR WALL SHEATHING d 2x4 BLOCKING W/ (2) O.C. MAX W/ MID POINT 10d NAILS@ 16 O.C. NAILINGPERPLAN. SHEATHING CONT. 16d NAILS @ EACH Q BLOCKING(U.N.O.)EXT. (2> 2x HEADER FINISH PER TO 2nd STORY WALL BOTTOM PLATE END. BLOCK fiFl)\BRACING @ 2 STORY FRAME WALL SECTION @ COMBO TRUSS tea ARCHS :, 2x EXT, FRAME WALL ATTACH PER NAILING SCHEDU ADJACENT BAYS @ —SP4 TOP & MSTAM24 EA. SIDE OF =1'-0" PER PLAN I EACH DIAGONAL FOR MORE INFO EA. STUD TO WALL BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 PRE ENGINEERED BRACE AS SHOWN EXT. SHEATHING BELOW W/ (9) 1 Od TRUSSES @ 24" O.C. SHEATHING PER PLAN SIMPSON H10A @ FASTEN ROOF NAILS AND (5) 1/4"x2 NAI S AND ONS ATTACH PER NAILING EACH DIAGONAL SHEATHING TO 2x MAX. PER PLAN PER SCHEDULE ; BRACE BLOCKING W/ 8d NAILS • STRAP; CENTER STUDS ABOVE ARE ° SCHEDULE 11/2" THREADED ROD @ 6" O.C. c`n STRAP BETWEEN BLDG DESIGN: . ° ° ° 2x8 #2 SYP P.T. SILL CONTINUOUS TO TO ALIGN W/ STUDS MASONRY WALL AND PER PLAN SEE ARCHS FOR ROOF PLATE W/ 1/2" EPDXY FOUNDATION. REFER (5) 16d NAILS FRAME WALL ° ° ANCHOR BOLT OR TO BEARING WALL DIAGONAL BRACE TO WATERPROOFING AND CONTRACTOR MAY USE r J -BOLT W/ MIN. 7" NOTES FOR BASE BLOCKING SIMPSON HTT4 AT 23/4 EMBED. @ 32" O.C. & 3" CONNECTION PROVIDE 2x4 SYP #2 WINDOW JAMB STUDS FROM EA.END 2x'BOTTOM PLATE, CONT, BRACE W/ (2') INSTEAD OF INDICATED (2) 12d TOENAILS CONNECT TO DOUBLE 16d NAILS EACH DIAGONAL BRACE. EXTERIOR FLAT STRAP. & 2" WASHER TOP & BOTTOM. TOP PLATE W/ 16d NUT & 2" WASHER TRUSS ANCHOR (SEE INTERIOR FLAT STRAP MAX 1/8" GAP NAILS @ 6" O.C. 2ND STORY 0 IS STILL REQUIRED AT BETWEEN SHEATHING FIN. FLOOR TRUSSES PER PLAN SEE LD02/SD2 FOR JAMB STUD CONDITIONAND 2x BRG WALL W/ • CMU TOP OF WALL TO DBL a• MORE INFO. (2) 2x4 #2 SYP PLAN SEE ARCHS FOR 7 7 B (2) 2x TOP PLATE 2x4 SYP #2 DIAGONAL ROOF SHEATHING FURRING AND ° BRACE @48 O.C. MAX, SIMPSON SP2 TOP & 2x BLOCKING W/ (2) 12d INTERIOR FINISH • PLATE a CONT. #5 IN TIE BEAM 2x BEARING WALL PER 45° FROM MASONRY WALL PER PLAN, FRAME CONTINUOUS TO 2x SYP #2 LEDGER TO UPPERFLOOR WALL W/ HORIZONTAL BRACE (2) 2x SPF TOP PLAN o NAILING SCHEDULE EXT. FINISH PER BOTTOM DI AT= 1/4" X 'a.1 /2" SIMPSOIN NOT REQUIRED PLATES U.N.O. ARCHS 2ND STORY WALL SDS SCREW 16" O.C. 6' FROM EAVES. QUj D -STRUCT: DP U.N.O. ,. JOB No. w._._ PSQ-0204704 c Q CY (2> 2x HEADER FO WALL SPLICE DETAILS fiFl)\BRACING @ 2 STORY FRAME WALL SECTION @ COMBO TRUSS tea W SEE FLOOR PLAN —SP4 TOP & OLU =1'-0" m Gi FOR MORE INFO BOTTOM OF EA. STUD U.N.O. SIMPSON CS18 PRE ENGINEERED (2)`2x HEADER ` EXT. SHEATHING P / 2 2x BRG WALL W/ SIMPSON S 2 2 BAS PLATE W Gc� x E\_LSTA30HEADER TRUSSES @ 24" O.C. 2x8 MIN. SPF #2 @ 16" ✓ ATTACH PER NAILING �� 12d NAILS 12 O.C. TOP &SP1 @BASE., LSTA18 OR TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO MAX. PER PLAN O.C. =SEE FRAMING SCHEDULE USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN • , STUDS ABOVE ARE HEADER BELOW 12 PLAN FOR MORE INFO. c`n OR LSTA1$ TO WALL IS CONT. BRG ON TRUSS BLDG DESIGN: --- 0 TO ALIGN W/ STUDS STRUCTURAL PER PLAN SEE ARCHS FOR ROOF BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. BELOW FOR MORE INFO WATERPROOFING AND 2x4 BLOCKING NOT REQ'D IF STUD IS TO TRUSS BELOW) 1/2" THREADED ROD WITHIN 6" OF —1/2" THREADED ROD FINISH BETWEEN STUDS W/ CONNECTED W/ MTS12 3/4 FLOOR SHEATHING ATTACHED BUILT UP COLUMN ABOVE W/ NUT @ 32" O.C. MAX W/ (2) 12d TOENAILS OR LSTA18 PER NAILING SCHEDULE & 2" WASHER TOP & BOTTOM. NUT & 2" WASHER TRUSS ANCHOR (SEE EACH END Zx BLOCKING V11/ (2) 126 TOP & BOTTOM PLAN) SEE LD02/SD2 FOR TOENAILS EACH END FLOOR TRUSS PER 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL MORE INFO. (2) 2x4 #2 SYP PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 7 7 B �. 2x SPF BASE ROOF SHEATHING BLOCKING W/ SIMPSON ..PARALLEL. 2x BASE PLATE W/ 12d SHEATHING ROOFp SIMPSON SP2 TOP & 2x BLOCKING W/ (2) 12d STUDS W/ 1ST FLOOR • PLATE BOTTOM PLATE. IF SHEATHING 1S NOT ATTACHED PER HUC24-2 EACH END, BELOW o NAILING SCHEDULE 2x8 #2 SYP P.T. SILL USE (4) 10d & (2) 10d 9 ' " R @ 24 O.C. TO FLOG ATTACHED PER SP1 BASE. LSTA18 TOENAILS EACH EN @ STUDS CONT. ADD BLOCKING PLATE W/ 1/2" J -BOLT NAILS. UNDER I I I I W/ MIN. 7" EMBED. @6'' WINDOW JAMBS USE jk SEE PLAN STA30 SYSTEM BELOW NAILING SCHEDULE OR MTS12 MAY BE 2x BASEPLATE W/ (2) (2) 2x SPF#2 BASE @ SHEATHING SPLICE (2) 2x TOP PLATE ----� O.H. FROM EACH END & @ (2) 2x6 W/ HUC26-2. PROVIDE SOLID BLOCKING PRE-ENGINEERED ' PER ELEV. 32" O.C. MAX W/ 4,, PLYWOOD FLOORING USED @ BASE „ 12d NAILS 12 O.C. PLATE. ATTACH 1ST PLY WITHIN FLOOR SYSTEM W/ 3 1 Od TOENAILS O FLOOR SYSTEM WASHER. ALTERNATE :' LOW ROOF TRUSS SEE 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR ', UNDER BUILT. UP COLUMNS KNEEWALL OR (2) 2x HEADER SEE 2x #2 SPF STUDS @-16" CONNECTION. USE 1/2 ,, IF SHEATHING IS NOT TRUSS PLAN FOR EXTERIOR SHEATHING W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 BEAM PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING ALL THREAD ROD W/ 7" "' CONTINUOUS TO BASE CONNECTIONS (IF STUD TOP F WALL TO & CONNECTIONSFROM O O MIN. EMBED USING PLATE, SP8 TOP AND TRUSS IS CONT. BRG @ TOP (REQ D BOTTOM OF TRUSS/ SIMPSON SET -XP a � BOTTOM ARE REQ'D " ON MASONRY USE MASONRY (SHOWN) It �. \ ~ �. SCHEDULE ATTACHED PER NAILINGSCHEDULE,, 2ND PLY W/ 2 10d NAIL' S @ 12 0 C ROOF SHEATHING ATTACH PER NAILING E SEE FOUND. PLAN FOR FTG REQ. •• GIRDER SEE PLAN FOR �� EPDXY @ 6 FROM „ META16 @ 24 O.C. OR OR WOOD WALL PER WINDOW ATTACHMENT EACH END & @ 32" O.C. ° ° C.M.U. WALL PER PLAN ON WOOD USE HGA PLAN (2) 2x SPF TOPor INFO. IF WALL MAX W/ WASHER CLIPS @ 24" 0 C O WINDOW SEE PLAN SHEATHING ISN'T CONT. -DESIGN: --- QUj D -STRUCT: DP U.N.O. ,. JOB No. w._._ PSQ-0204704 c Q CY -SCALE: AS INDICATED�� FOR LOCATION LSTA18 STRAPS AREPLAT TO fiF1'*SECTION @ OPEN TO ABOVE SECTION @ COMBO TRUSS tea W = D OLU m Gi (2)`2x HEADER ` Z 2x BLOCKING w! 2 12d REQ'D FROM STUDS • SEE FLOOR PLAN N .�. TOENAILS EACH SIDE GIRDER BELOW111=1'-011 c`n 1/2"=1'-0" BLDG DESIGN: --- 0 0 STRUCTURAL ENG: MCD FOR MORE INFO IF WALL SHEATHING IS SEE LD02/SD2 FOR STOPPED BELOW MORE INFO IF, 2x STUDS SEE PLAN EXT. SHEATHING FROM ROOF LINE TRUSSES ARE TO WALL 2x BRG WALL W/ ALIGN 2ND FLOOR TOP OF WALL TO DBL STUDS ABOVE ARE TO ALIGN W/ STUDS ..PARALLEL. 2x BASE PLATE W/ 12d SHEATHING ROOFp SIMPSON SP2 TOP & 2x BLOCKING W/ (2) 12d STUDS W/ 1ST FLOOR BOTTOM PLATE. IF SHEATHING 1S NOT BELOW 9 ' " R @ 24 O.C. TO FLOG ATTACHED PER SP1 BASE. LSTA18 TOENAILS EACH EN @ STUDS CONT. ADD BLOCKING I I I I STA30 SYSTEM BELOW NAILING SCHEDULE OR MTS12 MAY BE 2x BASEPLATE W/ (2) (2) 2x SPF#2 BASE @ SHEATHING SPLICE HEADER TO PLYWOOD FLOORING USED @ BASE „ 12d NAILS 12 O.C. PLATE. ATTACH 1ST PLY W/ 3 1 Od TOENAILS O :' ti 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR ', BUILT UP FRAMING SEE FLOOR FRAM ., ., EXTERIOR SHEATHING W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 A.B. INFO STUD PLAN FOR MORE INFO `� ATTACH PER NAILING 3/4 FLOOR SHEATHING TRUSS, THE( ATTACH @ TOP (REQ D It \ ~ �. SCHEDULE ATTACHED PER NAILINGSCHEDULE,, 2ND PLY W/ 2 10d NAIL' S @ 12 0 C ROOF SHEATHING ATTACH PER NAILING E SEE FOUND. PLAN FOR FTG REQ. N (2}2x4 #2 SYP SCHEDULE A VUSS P O CS1S PER �, w. SIMPSON I KIN W/ SIMPSON BLOCKING 1/2 J -BOLTS @ 6 FROM EA. END OF SEE CHART FOR REQUIRED JACKS / STRAPS TOP & DIREC 2x4 SYP#2 BLOCKING L- — — — — — — IHUC24-2 EACH END, WF16JSD6 A WALL &WALL OPENINGS, @ 32"a.c. B KINGS # OF STUDS. TO MATCH F A. STUD NFO I BOTTOM O E &MORE 1 1 TOE L W/ (2 Od O NAILS a USE (4) 10d & (2)10d } MAX. WJ 7" MIN. EMBEDMENT & BETWEEN FLOORS sI�E pv�N PER BEARING WALL NAILS. UNDER— LOW ROOF TRUSS W/ WASHER SEE BEARING WALL (2) 2x TOP PLATE SCHEDULE WINDOW JAMBS USE 16 TALIL RAISED HEEL SCHEDULE FOR MORE INFORMATION. (2) 2x6 W! HUC26-2. SEE PLAN FOR BO II Ulm CHORD ALTERNATE CONNECTION: 1/2" ALL AT OPENINGS LARGER THAN FLOOR GIRDER SEE LOW ROOF TRUSS SEE EXTENSION �+ 4'-2" ATTACH TOP PLATE TO FLOOR TRUSS PER BEARING WALL I THREAD ROD 6 .FROM EA. END OF PLAN FOR PLAN ATTACH EACH TRUSS WALL, WALL OPENINGS & AT 32" O.C: HEADER WITH LSTA12 BENT EMENTS. CONNECTION TRUSS PLAN FOR REQUIR„ CONNECTIONS STUDS TO ALIGN W/ TO BEARING WALL MAX (7" MIN,EMBEDUSING SIMPSON OVER W/ (5) 1 O NAILS INTO TOP SEE TRUSS LAYOUT MASONRY (SHOWN) STUDS ABOVE USING SIMPSON H1OA SET -XP EPDXY) W/ WASHER PLATE AND (5) 10d NAILS INTO FOR TRUSS LOCATIONHEADER & CONNECTION INFO OR; WOOD WALL PER U.N.O. ON FRAMING PLAN PLANS AA 1 -- . z O F Ca _ �``®i1t11tt101/1�� s "" 'r, ,Q z _ W ¢ O=Z' _ tee► V' °®®"®®�••W Q C w, © ®� z O J U. LL 00 w LLO o W CL � I LU — --- r O co J z II II LU J Z O O oCL Q Q! v U W CL _ - -- O z O > Uo a A n � V) 8 d F- J.Z ..� U` z8 - o D d Z W O Cow O OU�Fw`- E J Q1 CD I� J c^ V � r„ � O (oz -Nv-- C 0 � (�Hz;M�� Z Jv©o�=� O H Wcn�0� c Q 0 w h ZoxZwz E OzF-w�0 I--- U <C o w = CL I— O Lo O W Z �,• o a z W V...�" 0 Z CL � O � z Q Q o J o tli uj ° z 2 W 11 � oaW w = Z V� F- W O W z GC --j uJ DRAFTING: X -DESIGN: --- QUj D -STRUCT: DP QC CHECK: CC JOB No. w._._ PSQ-0204704 c Q CY -SCALE: AS INDICATED�� 0 tea W = D OLU m Gi N Z a N .�. c`n BLDG DESIGN: --- 0 0 STRUCTURAL ENG: MCD uJ DRAFTING: X -DESIGN: --- D -STRUCT: DP QC CHECK: CC JOB No. w._._ PSQ-0204704 c Q -SCALE: AS INDICATED�� ---- ._ W DATE: 03/16/18_..___ D T MT BRG. F1 2 STORY INTERIOR BEARING WALL @ 'S14 @ � @2S a w VF1 TYPICAL CONNECTION GIRDER OR BEAM SECTION RAISED HEEL TRUSS F2 SECTIO � 3J4"-1'-0" 1/2"=1'-0" 3/4"=1'-0" 1 -- 1-0 SD6 F- ,. i strictly prohibited. TE C st ict o N F WMR ASSOCIA S LL s I o transfer of these documents without expressed, written Consent of MONTA CONSULTING & DESIG O & , CD 2015: The information contained In this document I� copyrighted hted and Is the exclusive property: of MONTA :CONSULTING. &DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, r tra e p Y p COPYRIGHT M pY 9 I I I COLUMN HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END 6" MIN. SIMPSON A34 CLIP TO OF LANDING W/ MIN: (6) FLOOR SYSTEM 16d NAILS FROM ~z (2)2x12 SYP#2 HEADER STANDARD (3)2x12 2x12 STRINGER TO BE TO BUILT-UP STUD o COLUMN HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" LINE UP 2xJOIST INa 6" MIN. LINE WITH MIDDLE ~z STANDARD (3)2x12 2x12 STRINGER TO BE o SYP#2 STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 ul CLIP TO FLOOR MIN. 2x8 SYP#2 JOISTS SYSTEM & LANDING 0 @ LANDING @ 16"0,C. r FRAMING o W/ SIMPSON A35 OR N p z LUS26 HANGER ON U_ z EACH SIDE O MID SPAN BLOCKING Q z w (2) 2x12 SYP#2 BEAM I— ►- TO MATCH JOIST o f7 PER SCHEDULE REQ'D DEPTH W/ (3) 10d w w `1lilllllll//� TOENAILS EACH END o `®�®`®® a OR STRINGERSNO co 10 MIN. d •*.®w��'��®® •®gyp• �� ♦ 0 CONNECT TO. BEAM ® V �o• « W TO BEAR DIRECTLY ON MIN. 2x8 SYP#2 JOIST (P.T. IF z ' p OL J Z 00 BUILT UP COLUMNS BELOW OR ATTACHING TO MASONRY ® S m Q : _ ¢ �� Q Cj sem',, WALL) CONT. LEDGER w/ (3) rFy + t1J ° • O © -� ®s ALTERNATE HANGER16" @ RIGHT OF THIS MAX. 16d NAILS�. @ SEE TABLE FOR MAX. TO EACH STUD. ((2) 1/4" x 3 m p ,, 2 •.6 '�► `••. -, Uj a� DETAIL WIDTH OF LANDING 1/4" TAPCONS @ 16" O.C. cy ®• '�®� ••'� * �C °� Z IY •ct 0 MAX. FOR MASONRY WALL) A -A PLAN VIEW 90 DEGREE TURN LANDING STAIR WINDER DETAIL °''�"1111illiep®°°'°� U_ W MIN. (3) 2x SYP #2 STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING s REQ'D @ END OF LANDING p W/ MIN. (6) 16d NAILS SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB PLYWOOD SHEATHING v� FROM (2)2x12 SYP#2 OF LANDING SHEATHING OVER OVER LANDING HEADER TO BUILT UP LANDING ATTACHED Y 2 I MIN. 2x8 S P# JOT S ATTACHED PER I- STUD COLUMN PER GENERAL FLOOR LEDGER (P.T. IF GENERAL FLOOR > O Q OPTIONAL (2)2x12 SYP#2 CONSTRUCTION NOTES ATTACHING TO CONSTRUCTION '1 Q ATTACHMENT TOW ��•— MASONRY WALL) NOTES CMU/LEDGER IN LIEU OF BEAM@ END OF W = BUILT UP -COLUMN MID SPAN BLOCKING 16" O.C. MAX LANDING PER D SCHEDULE 1- 0 WOOD: HU210-2/HUC210-2 W/ TO MATCH JOIST OPTIONAL (2)2x12 SYP#2 Q (18)16d NAILS TO� DEPTH W/ (3) 10d � ATTACHMENT TO CMU/LEDGER LEDGER/SUPPORT AND TOENAILS EACH END IN LIEU OF BUILT UP COLUMN W (10)10d NAILS TO (2)2x12 p z WOOD: SYP#2 HEADER U- HU210-2/HUC210-2 WI (18)16d J z MASONRY: p 7 NAILS TO LEDGER/SUPPORT o- 0 HU210-2/HUC210-2 W/ h AND (10)10d NAILS TO (2)2x12 (18) 1/4"x3-1/4" TAPCONS W oSIMPSON A35 SYP#2 HEADER © ~ TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 W W SEE PLAN FOR CONNECTLONS MASONRY: HU210-2/HUC210-2 W/ (18) Q HEADER MASONRY WALL OR MASONRY WALL OR 1/4"x$-1/4" TAPCONS TO CMU W STANDARD (3) 2X12 WOOD WALL FRAME WALL BEYOND AND I,(10) 1 O NAILS TO (2)2x12 SYP#2 HEADER W w W SYP #2 STRINGERS W/ p p B n- ¢ 0 _-- - SIMPSON A34 / A35 G� CLIP TO FLOOR SYSTEM &LANDING P-13CROSS SECTION OF BEAM TO LEDGER U. �s FRAMING - NOT USED IN. 2x8 SYP#2 JOIST (P.T. IF (2) 2x12 SYP#2 BEAM PER ATTACHING TO MASONRY05 SCHEDULE REQ'D @ END OF MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED > O U o LANDING FOR STRINGERS TO @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH TO. BEAM TO BEAR AT LANDING OR LET -1N 2x4 CONNECT W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP#2 CLEAT AND ATTACH TO Uj DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. MAX. FOR MASONRY JOISTS BELOW W1(2) -12d NAILS S 1 o COLUMNS BELOW OR EACH SIDE WALL) ALTERNATE HANGER @ @ 16" O.C. 3%2' ` 2x4 #2 SPF STUDS ~ V o RIGHT OF THIS DETAIL (3) 16d TOENAILS -- SEE ARCH PLAN I I 2x4 CONT. TOP PLATE @ 24" O.C. 2x6 VERTICAL @ 6'-0" U z MAX 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 0 C MIN AND ANY Z o A -A PLAN VIEW � 180 DEGREE TURN LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4"' O.S.B. W/ 8d NAILS @ 3" O C TOP AND A35 @ EA. STRINGER BEAMMOI5TS REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 9'-0" STUDS W1(2)16d TOE @ OPENING W/IN � ," itIff X x NAILS `� KNEEWALL NOTCH SILL PLATE � r� W h 2x4 SILL PLATE W/ (2) FOR VERTICAL 00 V J � 2x4 #2 SPF STUDS @ �+♦ 10d NAILS ,@ 4"" O.C. W tiUj (NOTCHED @ 2x6 24" O.C. W/ (2) 12d O p J CD F- E TOENAILS BOTTOM J VERTICAL LOCATIONS). 2x L -BRACE W/ 12d U rr� °i6 - (j U) r',- TC -D @ 4" O.C. O V U Co Z r� M :E BOTTOM CHORD TO LANDING w -i z O J m NOTCH SILL AND PLYWOOD FLOORING� ~.� ~ o >= co o o NOTE: TO ALLOW VERTICAL Q, 0 c 00� s z SEE ARCHS. FOR MAX. 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM 2x6 VERTICAL AND TO SLIDE DOWN TO W z Q 0 O n W o FLOOR SYSTEM PER RISE OF STEPS AND CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC. L -BRACE 6'-0" O.C. & FACE OF TRUSS W fJ. Z p Z W Z E FRAMING PLAN TYP. @ W W O z I— ua Y O MIN. TREAD DEPTH 2. (2)2x12 SYP#2 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR @ ANY OPENING SECTION'X-X U Ca ¢ = W, ¢ = I. STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. 2x4 CONT. TOP PLATE Q M ¢ _ (L NAIL (2)PLY BEAM TOGETHER USING (3)12d NAILS AT 8" O.C. p F'- V 0 < O C� (ATTACH TOP PLATE 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO ATTACH 2x6 VERTICAL W W � M PENDING LANDING 1 "� "" „ TO STUDS W/ (2) 16d 0 Z CONSTRUCTION. TO TRUSS W/ (3) Y4 x 3 31/2 0 W � o HEIGHT AND PLAN DOUBLE TRUSS PARALLEL TO FLOOR TOE NAILS O = O 0 LAYOUT. HEADER SDS WOOD SCREWS N.T.s, EQUALLY z .•.. WITHIN SUPPORT SPACED/CENTERED IN 2x4 #2 SPF STUDS @ WALL COULD BE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 I O.C. EVERY OTHER U r REQUIRED. SEE PLAN ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE0 Z 2x12 STRINGERS ONE FOR REQUIRED STUDS W/ (2) 16d TOE 3�"" g ( ATTACHED TO TRUSS � HEADER AND NAILS BELOW (OTHERWISE �- ON EACH SIDE AND O ONE @ MID -SPAN A /"� NFORMSUPPORATION. MAX.. 4R0" ABOVE FLOOR ATTACH W/ (2) 12d © .'a' TOENAILS @ BOTTOM) A34 @ EA. STRINGER 2x4 #2 SPF STUDS I W W TO LANDING ` " 24" O.C. W/ 2 12d X X NOTCH FLOOR 2x4 SILL PLATE W/ (2) o W J , O I � 16d TOE NAIL EA. W • - - 2x JOIST (P.T. IF _ TOENAILS BOTTOM - SHEATHING TO z 2x ATTACHED TO ATTACHING TO MASONRY I ACCOMMODATE 2x CONT. BRACE & 10d W 0 Q �/I I I I (2) 2x12 SYP#2 BEAM NAILS @ 4 O.C. TO _ = Z STRINGER WALL) CONT LEDGER w/ 2x4 SILL PLATE W/ (2) W III PER SCHEDULE @ END �" "" _ FLOOR SHEATHING W C� I I I I (3) 16d NAILS @ 16 O.C. NOTCH SILL AID 10d NAILS @ 4 O.C. J I I I OF LANDING L14 PLYWOOD FLOORING (NOTCHED @ 2x6 - 0. MAX. TO EACH STUD: ((2) Q W 2x12 STRINGERS ONE I I I I STRINGERS TO 1/4 x3-1/4" TAPCONS @ TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS Q D CONNECT TO.. BEAM 16" O.C. MAX. FOR TO SLIDE DOWN TO "" " ON EACH SIDE AN I I I I W/ (2) Y4 x3 SDS TO BEAR DIRECTLY ON ONE @ MID -SPAN I I I I MASONRY WALL) FACE OF TRUSS BUILT UP COLUMN SCREWS EQUALLY C.) Q Z I I I I -� SPACED & CENTERED 0 W m i I BELOW. 2x6 VERTICAL AND IN TRUSS I— i ATTACH 2x6 VERTICAL "- �" - o O N Z A35 CONNECTION I I I TO TRUSS W/ (3) %4' x 3" WOOD OR MASONRY L -BRACE @ 6 0 O.C. & ANY OPENING Z @ Q M SDS WOOD SCREWS WALL SEE PLAN FOR E UALLY 2x8 P.T. SPF #2 (MIN.) LET -IN MORE INFO Q FASTEN TO SLAB USING MIN. (3) 2x4 SYP #2 SPACED/CENTERED IN TRUSS SEE PLAN COLUMN 2X JOIST PER TRUSS TO OUTSIDE MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS @MIN. SCHEDULE FACE OF TRUSS END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR W W BLDG DESIGN: --- v STRUCTURAL ENG: MGD DRAFTING -DESIGN: --- U -STRUCT: DP N.T.S. QC CHECK: CC c JOB No. PSQ-0204704 Q SCALE: AS INDICATED w DATE: 03/16/18 ST01 GENERAL LANDING & rST03 SECTION HANDRAIL W/ o r ," •_ w STAIR FRAMING INFO SCALE: 314" FLOOR TRUSSESST1 SCALE: 3/4 -1-0 ' ' A LLC. . An use, duplication, or ran fer of these documents without the expressed,rit n ns ' U TING &DESIGN OF WMR & ASSOCIATES, C e t s twritten consent of MONTA CONSULTING &DESIGN OF WMR &ASSOCIATES LLC Is strictly prohibited. COPYRIGHT MCD 2015. The Information contained In this document 15 copyrighted and Is the exclusive property of MONTH CONSULTING y p ,y I _....__.-_-- ..... -__