Loading...
HomeMy WebLinkAbout2892 Gipper Cir 18-2558 (a)GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 IbAn2 U.N.O. Fb =2650 Fb =3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-133 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WAN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-83. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"4" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "*EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS, STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 TB -1 WIND PRESSURE & SUCTION EFFECTIVE FLOOR PLANS ELE-1 (PSF) WIND INTERIOR DETIALS INT -2 (+) VALUE DENOTES PRESSURE AREA (SQ FT) CLOSED STAIR SECTION ELV-1 - VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 Z�m 1115 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 S3 (-) 22.0 -) 26.4 50 (+) 19.0 (+) 19.0 S5.1 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 SD2 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'4" x 7'-0" SD5 (+)18.4 -7777.7 GENERAL STAIR DETAILS (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 a �a5� 5 5 Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. RECORD COPY REVIEWE=D PnR CODE COMPLIANCE PLANS EXAP;INER DATE SANFO D_BUILDiNGt_7_.IVISION A Ir' Et?? liT I ^!,I�i SHALT_ BE CONSTRUFD TO BF A LICENSE . { "kOCEE WITH THE WORK AND NOT AS AUTHC r `/ TO VI AATE, CANCEL, ALTER OR SET ASIDF ANY OE THE PROVISIONS OF THE TECHNICAL COO S. N<'E; S' ALL ISSUANCE OF A PERMIT PREVENT T -IE RUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE ""TION TESI EQLJIRED s esults to be tlerifiea <tt Stab inspeotion David Weekley Homes REAGAN POINT - LOT 15 MODEL 7512 ELEVATION'A' GARAGE SOUTH 2892 GRIPPER CIRCLE SANFORD, FL 32773 INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES FS -1 FOUNDATION FORMS PLAN TB -1 TIE BEAM PLAN PLN -1 FLOOR PLANS ELE-1 UTILITY PLANS INT -1 INTERIOR DETIALS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTION ELV-1 FRONT AND REAR ELEVATIONS ELV-2 LEFT AND RIGHT SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN Z�m 1115 U(9Q�Z") S2 FOUNDATION PLAN S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN SD1 GENERAL DETAILS _ SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 1/23/2017 CREATED ELEV. A & B w/OPTIONS HG 2 11/20/2017 UPDATED ELEV. A&B TRUSSES AND ENGINEERING PER RPT -1& 11 MR 3 5/11/2018 APPLIED ARCH. UPDATES FROM 12/01/17 & 12/20/17 PER RPT -15 & UPDATED PLANS TO MEET F.B.C. 6th EDITION (2017) RESIDENTIAL MR COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. �W vN„11111111iii/Z * a U O W A .^ O Z r y w �: Q �"' oo Y o i p T 0i Z 3..� J Z �Ci� a 6011 •. �F, * �`` '�' 0 ♦ film1111 1 Z it }v X o w J M LL 0 _o F_ U W 0 W w MLL U O W A .^ W as g AS INDICATED o O U a 9 z Z z o� J Of O I" U) = LO06 W Z�m 1115 U(9Q�Z") ZU� - N U��WNMJtitiS - H>m�ooJ �w>0.CL JCQW (1) Froaa V�:LU 32zZD �wQzOa F_QMo wQW)W0000 11 tiMN MLL STRUCTURALENG: BAD FDRAITING: -STRUCT: MR HECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED O C0 W W) LIL Z M O I" U) = 0 W H- U YQ - W �w>0.CL V�:LU WQ� O �NQN wQW)W0000 11 tiMN STRUCTURALENG: BAD 1 DATE: 05/16/18 1 S1 I 00 i� ONO c FDRAITING: -STRUCT: MR HECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED 1 DATE: 05/16/18 1 S1 I 00 i� ONO c ARCHIVEPLAN REVISIONS # BY DATE DESCRIPTION 1. XS 09-07-2016 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION 2 W 11-4-16 - REVISED WINDOWS @ STUDY (2) 3-0 5-2 ILO (2) 25SH ELEVATION "A" - REVISED WINDOWS @ STUDY 3-0 6-0 ILO 25SH ELEVATION "B" 3 W 12-06-16 ALL ELEVATIONS: - REVISED T.O.M. TO 9-4 ILO 10-0 SECOND FLOOR PLATE TO 19-8 ILO 20-4 - REMOVE ONE RISER AT TOP STAIRS - ELEVATION "A" REVISED WINDOWS HEIGHTS @ STUDY 7-4 ILO 8-0 - ELEVATION "B" REVISED WINDOWS @ STUDY 3-0 5-2 ILO 3-0 6-0 @ 74 4 AO 12-01-17 ALL ELEVATIONS: REVISED CHASE AT BEDRM 3 CLOSET -REVISED GUARDRAIL CONFIGURATION AT 2ND FLOOR STAIR -ADDED +/- 7-10 CLG. NOTE AT POWDER BATH -ADDED NOTE TO DOOR TO PWDR 6-8 MAX. -ADDED SHED ROOF OVER REAR DOORS 5 JS 12-20-17 ALL ELEVATIONS: -REMOVED STORAGE SHELF @ OWNER'S CLOSET a�°a�nos�� c:) G� (V �-0 HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST E � O w-. O ASR R # BY DATE DESCRIPTION 1. AO 5-15-18 ADJUST SHED ROOF ON SIDE ELEVATION N t0 d v 'a x N� e N Lm d N p Q a�°a�nos�� c:) G� (V �-0 HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST fit °2 co Q i J . yy, • Q co 0 • z •°h• • ���� 4p Ld Q: cm eR TIT C= Y N2 rl o z �_j m m O .. Z ~ Zr . d. ■t 4m -8 O a N �O W M J O V N Fm — ch Z V J 0 LL a LU Z a'� 4 a0 a LL W N Z 0� N SOUTH 7512-A PHS MATTSON ORLANDO R 'b � r C 00 N t0 d v 'a x N� e N Lm d N p Q a�°a�nos�� c:) G� (V �-0 1-1 N C >+ O _£ E � O w-. O y. N "tt LO N 7 Ox dv),=0,c- Y O C O O p� A N V y N O ++ 0.020 � N L �0""y3 Om sy 41 Q G> N 6.2-S M d= > L V R1 L HH�cvaE�n m O .. Z ~ Zr . d. ■t 4m -8 O a N �O W M J O V N Fm — ch Z V J 0 LL a LU Z a'� 4 a0 a LL W N Z 0� N SOUTH 7512-A PHS MATTSON ORLANDO � r 00 N x N� � ZQ G� coT N r A � m O .. Z ~ Zr . d. ■t 4m -8 O a N �O W M J O V N Fm — ch Z V J 0 LL a LU Z a'� 4 a0 a LL W N Z 0� N SOUTH 7512-A PHS MATTSON ORLANDO IN 30'-0" FORM SET PLAN Q- rn u - •co "ZIr o o: = • I- o ori � • •.�• ``� Ld M C Y oo N �C13 0 0 z >- LLj c1 J c -i U. m c 4) O L I���f.1pPI 4) L 4) V 4) 'C ice+ 00 d (4 4) a N 7 c 4> E O L ° E0 0 H C �+ 41 = O �+ ++ �C o20E34; �+ yL, NO C ds N3Nc°r- 0 c O O p O d y v a y ea O v w 40 3 °v ~ N •3 O V C CL .2 _ — > i L •W •- m V 111-101, Ln 171-611 Pit r 10 17'-6"x4' CONC. PAD AC I O 5'-4" 6'-811 3'-6" PAD I �► — — — J O tri �``` r�r �``` a. r�ri ---- ----------- --------i 1 I I � I 5'.10" ' I I � r O I I Z v� gz z I � I L----------------------� I I � 11'-6" I I I I 1 I I I � I I � I I 1 I I I I I I I I I I I I 1 I I 1_ I I \` 8'-2" r�r ^ ELECTRICAL I yr 1 cp. t 1111 1 1 1 I ' Li e iii! ' J 1 I t IIIIII o III I ' I ! Ilil' 1 I ' ; t Ii111 I I� hI i I I I II L J'1 Iv'Ivl 1 I I I IL i II11 ! I 1' 1 ilii i IT- v j i 1 I u I ri 1 I 1 1 I I I r � � FP 17,11 Ir --_--J � I I IL JI 1 Ir ---------- ------------- 1 I I LJ I I 1 I 1 1 � 1 I � I I W I I I I � I I I I yr r - 1 L---T------ ------ 2'-0" 8'-0" 1016111 3'-4" 6'-0" 12'-8" jo 11'-4" 18'-8" 30'-0" FORM SET PLAN Q- rn u - •co "ZIr o o: = • I- o ori � • •.�• ``� Ld M C Y oo N �C13 0 0 z >- LLj c1 J c -i U. m c 4) O L I���f.1pPI 4) L 4) V 4) 'C ice+ 00 d (4 4) a N 7 c 4> E O L ° E0 0 H C �+ 41 = O �+ ++ �C o20E34; �+ yL, NO C ds N3Nc°r- 0 c O O p O d y v a y ea O v w 40 3 °v ~ N •3 O V C CL .2 _ — > i L •W •- m V 0 0 r*ft Mtn 0 m d Ln O N N-8 ASO N O J I r O zaoc a. a 0 LL WNZ W0)4 to cocl) r O N �N �M Z v� gz z u 0 0 r*ft Mtn 0 m d Ln N N-8 ASO M - W J M N Fm Z M — V J 0��- W zaoc a. a 0 LL WNZ W0)4 cocl) N SOUTH 7512-A FS -1 MATTSON ORLANDO 2 0 9-4 T.O.M TIE BEAM PLAN I I06z I I Ikiz I I IcoW I Of 9-4 SOFFIT CIO BEAM SIZE & TYPE PER ENGINEER_ 2 0 W 0. M co o - C-oo e � N � 0 z rl } LLI2 J �u- m ^O O N t— r�1 Lr) TOM m o" Z ti ON Lo . q Z r- am $ o N -� O W M J � V � N - M Z V J O�� om W C) Z a w CL O a (' CCS LL. W N Z W ma c N SOUTH 7512-A TB -1 MATTSON ORLANDO to O c m O Tom L ,a f+ D -0 V - r .°am nava _ E 2�-o E a� 0 O t O O N • C C L = t C C1 U E_ow» d3 c 0 r H 3 O Y � N3yc0c_ N ftftftft :2 � O c O O O Y O = V = O d O N E v m y m O A H i co:'= L-+ C= OU) *0 0 4) 0) 3 V E °= = y CL 7 •m > L O y ea N y.r L R R H m E N Lr) TOM m o" Z ti ON Lo . q Z r- am $ o N -� O W M J � V � N - M Z V J O�� om W C) Z a w CL O a (' CCS LL. W N Z W ma c N SOUTH 7512-A TB -1 MATTSON ORLANDO to O Tom ft -oft - r oNoommum a� m� �o � NNN` Cl) N ftftftft ZTOM A Z V Lr) TOM m o" Z ti ON Lo . q Z r- am $ o N -� O W M J � V � N - M Z V J O�� om W C) Z a w CL O a (' CCS LL. W N Z W ma c N SOUTH 7512-A TB -1 MATTSON ORLANDO t z . - at 101 L_J SECOND FLOOR I U I L_J NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE L_J FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUBMALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD NOTE: ALL BEDROOM WINDOWS TO MEET EMERGENCY EGRESS CODE -in, - nil FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 9'- 4" UNLESS NOTED OTHERWISE ui Q- M C 00 00 N � r1 0 z ulU J LmLi- m PLANS FT. TOTAL LIVING 2313 LIVING 00 1ST FLOOR 1002 2ND FLOOR 1311 2 CAR GARAGE 408 ELV. A 126 SLAB E TOTAL SLAB 1536 LO r r m O .. Z ~ 0- LO • L $ o IL N -50 W M V W N Fm — M Z V J 0 W LL a W 0 Z CLa O a LL LuC4Z W(na 00 cl) N L -- �j SOUTH 7512-A PLN -1 MATTSON ORLANDO C O 00 LL s � L N® -a E E 440 J�wod0 m• = w Ec'c1 . 0 0 ` Eo- 0 0 c toa3 = 4� N i C L N a O y C V c— C Z C O O O.x O r •a +, O 0N 0 V y mL L C — �o � 00Eyeaa•� • i L v !� Z Tom � L ft-Nft LO r r m O .. Z ~ 0- LO • L $ o IL N -50 W M V W N Fm — M Z V J 0 W LL a W 0 Z CLa O a LL LuC4Z W(na 00 cl) N L -- �j SOUTH 7512-A PLN -1 MATTSON ORLANDO O 00 - N 440 4� 4� 4� m o �o � �N cl) M !� Z Tom I ft-Nft A Z LO r r m O .. Z ~ 0- LO • L $ o IL N -50 W M V W N Fm — M Z V J 0 W LL a W 0 Z CLa O a LL LuC4Z W(na 00 cl) N L -- �j SOUTH 7512-A PLN -1 MATTSON ORLANDO i❑i 101 i❑i L_J L_J L_J (2) # 2/0 XHHWALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R AMP PEDESTAL 120/240 VOLT 30 COMBO CIRCUITS MLO O� DISCONECT AND SERVICE BY METER CAN OTHERS AMP NTS v (2) # 2/0 XHHW ALUMINUM WIRES (1) # XHHW ALUMINUM WIRE ELECTRICAL RISER NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. GRND. OPTION 1: #4 BARE CU TO GROUND 8FT. GROUNDING RODS 8 FT. APART -7 GRND. OPTION 2: FOOTER STEEL GROUND (REQUIRED) FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS w/ MOULDING .... 9" A.F.F. TELEPHONE.... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD UTILITY LEGEND 110V OUTLET 12" A.F.F. (U.N.O.) GFI GROUND FAULT INTERRUPTOR d (WEATHER PROOF AS NOTED) c0 HALF HOT OUTLET L ,a V 220V OUTLET i - (36" A.F.F. @ UTILITY) N PHONE LINE TV� _ E CABLE TELEVISION a STANDARD SWITCH c O (3 OR 4 WAY AS NOTED) -- SURFACE MOUNTED LIGHT Q WALL MOUNTED LIGHT ® RECESS CAN LIGHT N (EYEBALL AS NOTED) VT Q EXHAUST VENT S D SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) D Z DOOR BELL H®S DOOR BELL CHIMES ELEC. PANELBOARD W/ gz CIRCUIT BREAKERS H13 BT T HOSE BIB GAS GAS TAP CW W COLD/HOT WATER II SUPPLY WP/GFI 0� a COACH LT. - - COACH LT. PREWIRE @ 8" PREWIRE @ 8" ABV.HDR.PER ABV.HDR.PER COMM. SPEC. COMM. SPEC. FIRST FLOOR VON r r m O .. zti Lo om o N O W M J t�- �Vti N — M Z V J p U o LLI ILZ O Q (� U, W N Z W m 4 c N SOUTH 7512-A ELEml MATTSON ORLANDO i o00 _ - � O c0 d L L ,a V i - L L N .0 O _ E 2,.a -0 E a o= c O J 0 0 y v O y = N ;� Ocpm c� T O _ y = O Y Z !— Y= O O O Y gz NLu. UN -O ON%N°'~m3 R V r_ y Q i aim. > d L C ++ M VON r r m O .. zti Lo om o N O W M J t�- �Vti N — M Z V J p U o LLI ILZ O Q (� U, W N Z W m 4 c N SOUTH 7512-A ELEml MATTSON ORLANDO i o00 - N O i - r r O r to T O �N cl) M Z !— gz Z VON r r m O .. zti Lo om o N O W M J t�- �Vti N — M Z V J p U o LLI ILZ O Q (� U, W N Z W m 4 c N SOUTH 7512-A ELEml MATTSON ORLANDO i 1 00 CABINET MOULD (TYP.) OPEN ABOVE W3012 W2436 W3036 W3036 W2436 W1236 E:1 E:1 0 MICRO W/ L2 .... BACKSPLASH PER VENT HOOD FILL COMMUNITY DDD ANGE W D D D OVEN OPEN TO HALLWAY 341/2" HIGH WALL b DD DD � °O �o T B24 B30 B30 B24 B33 B27 SB36 DW `—FILL KITCHEN ISLAND 70"x42" MC MIRROR SPLASH PER SPECS VS36 OWNER'S BATH UTILITY I VS36 OPEN ABOVE 12" SHELF V131 VS30 VB15 COUNTERTOP r�SEE DTL.j, r--------- ------ WASHER DRYER BATH 2 OPEN ABOVE OVAL MIRROR PWDER 12" SHELF I COUNTERTOP OPEN ABOVE COUNTERTOP 2' _ 011 LAMINATE COUNTERTOP 2x4 B RAC I N G ' 2x4 CLEAT ANCHORED OR FASTENED TO STUDS b M COUNTERTOP DETAIL SCALE: 1/2" =1'-0" OPEN TO DINING 341/2" HIGH WALL END PANEL w 58"x38" MIRROR SPLASH PER SPECS 00 - cm � a co co • T uj, a 2 : - Z c/) s•� it N O ra V131 VS30 VB15 COUNTERTOP r�SEE DTL.j, r--------- ------ WASHER DRYER BATH 2 OPEN ABOVE OVAL MIRROR PWDER 12" SHELF I COUNTERTOP OPEN ABOVE COUNTERTOP 2' _ 011 LAMINATE COUNTERTOP 2x4 B RAC I N G ' 2x4 CLEAT ANCHORED OR FASTENED TO STUDS b M COUNTERTOP DETAIL SCALE: 1/2" =1'-0" OPEN TO DINING 341/2" HIGH WALL END PANEL W Q. cr) 0o G8 ��- �00 ®z } w a c� �EL. 00 - cm � a co co • T uj, a 2 : - Z c/) s•� it W Q. cr) 0o G8 ��- �00 ®z } w a c� �EL. � � r r m o " Z ~ ZLo .t $ 0 CL N �O W ch w N — M Z V J OWLL a W Z a � a a0 U W N Z Woa 0o cl) N SOUTH 7512-A INT -1 MATTSON ORLANDO Q� - cm � N N O ra 4� 4� m �o � � �N C/) M Z r- A z V � � r r m o " Z ~ ZLo .t $ 0 CL N �O W ch w N — M Z V J OWLL a W Z a � a a0 U W N Z Woa 0o cl) N SOUTH 7512-A INT -1 MATTSON ORLANDO STAIR SECTION r •••saN � ,."I'lilt nW to cc r, � x LL 6•: Z N v o _ O P % j Lu B O. Z t- o .: 2 ;% ss �; O e >- Q :mss �� ••• .•1� r •••saN � ,."I'lilt nW to TOM m o zti� .� .L'M $O a N O W M - J � N — M z V J 0 L 0. LU Zap Q ao CD U. W N Z OC (D Q 0o Cl) N SOUTH 7512-A INT -2 MATTSON ORLANDO O c O L a o L L .am N(a cE E 4i O O U1 p O N c v 4� cOa H O + r'scmE� w Os'''s d EotSw-�3 c = �N Cl) M PO" a c i y= 0� a� Y N3vcUc= +•' O cs c 0 0 0 ,C O:ra= O A u mo to 0 L o t c— ON �o""�~N3 = N O V= N R CL d O > 0,0 G1 Ri L TOM m o zti� .� .L'M $O a N O W M - J � N — M z V J 0 L 0. LU Zap Q ao CD U. W N Z OC (D Q 0o Cl) N SOUTH 7512-A INT -2 MATTSON ORLANDO O N - r N o 4i OC 4� m � � O �N Cl) M PO" z r A z V TOM m o zti� .� .L'M $O a N O W M - J � N — M z V J 0 L 0. LU Zap Q ao CD U. W N Z OC (D Q 0o Cl) N SOUTH 7512-A INT -2 MATTSON ORLANDO 11" 1" 10" NOSING (TYP.) 1x BLOCKING I ti 9 -0n 2x12 TREADS 1" 10" 2x6 RISERS NOSING TYP. 2x4'S STUDS @ I EACH TREAD ON @ I ' BOTH SIDES ti 91-4" I , I 11" CLG. I 2x12 STRINGER ' ONE ON EACH 1" 10" SIDE AND DOUBLE NOSING--,(TYP.) I I � @ MID -SPAN I ti 10'-0" ' 2x4 KICKER PLATE HANDGRIP BALUSTERS 2x12 TREAD 2x12 STRINGER 1x6 TRIM W/ROUTERED EDGES OR PER COMM. SPECS. 2" CASING OR MOULDING 2x4 STUDS GYP. BOARD— SOLE PLATE — OR EQUAL W/CIRCULAR OR WINDING STAIRS 1 I I I I I I CLOSED STAIR SECTION DETAILS HANDGRIP BALUSTER,' THAN 4" 0.1 MAXIMUM 1x6 TRIM ( AS REQ. P COMM. SPECS. 2" DOOR CASING 0 MOULDIN( � � I 4== J I I I I I I I I I I I I I I FI I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3/4" PLYWOOD DECKING 2x12 STAIR HEADER ALTERNATE STUD WALL SOLE PLATE FIN. FLOOR I I I I I I 1x8 TRIM ' I I BALUSTE TO SIT ( RAISEI WALL 2x BLOCKI1 FILLER, TR TO FIT GYP. BOARD FINISHED WALL 1x12 TRIM )UTERED N UPPER SIDE STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) OOD BASE RINGER OR '/CIRCULAR NG STAIRS I lyyl l i l l�////�f� `°°°�► � 000 c � Q.z 2 m = =Lu=W ¢ 0:ZLa 6 . -L °% i� Gj y' • t0 L L ca .00 y O Q. c E r m o Z 44* ti Zr 4m $O N W M J V ti N — M Z V J 0 OC u. a W 0 zap IL 0 Q U. W N Z oc(n Q 0o cj) N SOUTH 7512-A INT -3 MATTSON ORLANDO � 000 c L 0 O � - L L N .00 y O Q. c E :Z" E a ITS=C0 0 J c o 0 N v 0 yc t O 4� y •=zcmEv iF• ;+ E m to _ E0 03 Q c i y 0 0 .0 as y3nc0c= Y cs c 2 -cc pec O +r 0 A O E M a0+ p y L = _ O �o""0~y3 y g 00 dN d 0�-mi • L ai Qi � >, L 1-ya�c�aEMH r m o Z 44* ti Zr 4m $O N W M J V ti N — M Z V J 0 OC u. a W 0 zap IL 0 Q U. W N Z oc(n Q 0o cj) N SOUTH 7512-A INT -3 MATTSON ORLANDO � 000 r N O � - � r N 0 4� OC 4� m to T O �N cj) M .'I.y y Z� A z V r m o Z 44* ti Zr 4m $O N W M J V ti N — M Z V J 0 OC u. a W 0 zap IL 0 Q U. W N Z oc(n Q 0o cj) N SOUTH 7512-A INT -3 MATTSON ORLANDO DB@9-4 ALUM. DF 9-4 PLATI ALUM. FF 2X6 SUB ALUM SO 4" WIDE F STUCCO 4" BAND 12" SQUA COLUMN (STUCCC SUPPOR' BY ENGIP 6" BAND 4" WIDE I SINGLE E 24" SQUi BASE TEXTURI COATIN( 0-0 F.F. CORNICE DTL. 19'- 8" PLATE 9'-4"T.O.M. 0" FIRST FLOOR L DDD=mw D c m O L L L ,a FRONT ELEVATION "A" NOTE: ASPHALT SHINGLES TYPICAL PER SPECS I 4 v/ (o 4 WIDE RAISED SINGLE BAND 12 Q6 6" FASCIA (TYP.) 4" FRIEZE (TYP.) 19'- 8" PLATE 6" TRIM (TYP) SIDING W/ 6" TRIM 4" TRIM (TYP) SEE PORCH CORNICE DETAIL 9'- 4" PLATE 6" WIDE RAISED SINGLE BAND 4 WIDE RAISED SINGLE BAND TEXTURED COATING (TYP) kt _ 0"FIRST FLOOR -- 19'- 8" PLATE- - - ----------------------------------- ------------------------------- - - -- -- ---19,_ 8" PLATE -- __ 9'_4"PLATE , \ 9'- 4" PLATE / ` / FR. DR. FR. DR. FR. DR. FR. DR. FR. DR. - - 0"FIRST FLOOR _ _ _ _ _ __ �_LA __ _-0"FIRST FLOOR REAR ELEVATION �r o Y co N Qz uj c3 J u- m L TOM m O .. Z Zr .Lt $ o C. N o W M mi V ti N — M Z V O UL (LW 0 Z a � a (L o LL W N Z 0o cl) N SOUTH 7512-A ELVml MATTSON ORLANDO c m O L L L ,a N o • roc Cc G) to 0 Q r r E O H •r t =d Eos -43 �+ uoi c as y3NCOc— M �o=000"d = oma 'O= o 4) 0 H V v H m o Oo N a+ 0 d �N ~ • L M i d t0 L m E m N H H o L TOM m O .. Z Zr .Lt $ o C. N o W M mi V ti N — M Z V O UL (LW 0 Z a � a (L o LL W N Z 0o cl) N SOUTH 7512-A ELVml MATTSON ORLANDO Co N o i - r r O CD �N ~ cl) M Z� gz z L TOM m O .. Z Zr .Lt $ o C. N o W M mi V ti N — M Z V O UL (LW 0 Z a � a (L o LL W N Z 0o cl) N SOUTH 7512-A ELVml MATTSON ORLANDO ---19'-8"PLATE _-- 12 9'-4" PLATE _ -12F7- SHED ROOF e�`�\11111111///0 41 Q'v � cv) LL4.,2 i • T '0 J= ' �( • - w co Q - �� ASPHALT SHINGLES 26`;> z w Z! TYPICAL PER SPECS 12 6 D 12 //►lellll� N� Q6 CD _y N 0 0 a , , `- - -----"T--,�--%------'r--------,--r---- �-----------L--;----------,----�--,--'--`---------- -- -- - --- I in -- -�-- - - - - -- a , ♦ ♦ , , , , 0 - -0.. FIRST FLOOR - - - - - %- - - - - - - - , - - ♦%, SIDE ELEVATION -- 19'_8"PLATE -------------- 12 3v 9'- 4" @ PORCH 12" TRIM 0" FIRST FLOOR______ 3'-4" RAKE SIDE ELEVATION 12 6 v ASPHALT SHINGLES TYPICAL PER SPECS _y ♦ U4 ' / ao ` o 00 as O to ` ® z o = SIDING W/ oo�E>,��E ' O m o 0 0 V 00 0 C� N y•C �G1 UM2 .0 E o , 'Or'L2'i:�oi0,c O — O C= C O O oo -x o='O= o .� N V v H m G @ �0`��~y3 (n 4) 4)w N R d 7 i L d 41 �C L 1=-CLa�omEmn 12 77 Q6 04 U4 --------------19'-8"PLATE _ M ao a� o 00 as O to ® z o = SIDING W/ oo�E>,��E 6" TRIM (TYP.) O m o 0 0 V 00 0 C� N y•C �G1 UM2 .0 E o , 'Or'L2'i:�oi0,c O — O C= C O O oo -x o='O= o .� N V v H m G @ �0`��~y3 (n 4) 4)w N R d 7 i 12 77 Q6 04 12 03 ' , ♦ - - t ,/ 11 ♦ . , . . , 12 PLATE -47 \ - -_ -_-___-- -- __- - - - - -- i_i _,- ----___-_--�-----T---- _ --- _- _____-T__-_-___ % - - - - - - ' - - SHED ROOF '0" FIRST FLOOR 0 8" WIDE RAISED SINGLE BAND 9'-4"PLATE @ PORCH 0" FIRST FLOOR 19'_8"PLATE U4 --------------19'-8"PLATE _ M ao a� o 00 as O to ® z o = SIDING W/ oo�E>,��E 6" TRIM (TYP.) O m 12 03 ' , ♦ - - t ,/ 11 ♦ . , . . , 12 PLATE -47 \ - -_ -_-___-- -- __- - - - - -- i_i _,- ----___-_--�-----T---- _ --- _- _____-T__-_-___ % - - - - - - ' - - SHED ROOF '0" FIRST FLOOR 0 8" WIDE RAISED SINGLE BAND 9'-4"PLATE @ PORCH 0" FIRST FLOOR 19'_8"PLATE Lc) Tom T" Tm m o Zti �� qt� ' t 0) $ o CL N O W M J � � N - M Z V J p W LL a WCL 0 Z a a0 Cr) 0 LL LL! N Z co c) N SOUTH 7512-A ELV=2 MATTSON ORLANDO 0 c• as O to L o = oo�E>,��E O o 0 0 V 00 0 C� N y•C �G1 UM2 .0 E o 0 d 3 'Or'L2'i:�oi0,c O — O C= C O O oo -x o='O= o .� N V v H m G @ �0`��~y3 (n 4) 4)w N R d 7 i L d 41 �C L 1=-CLa�omEmn Lc) Tom T" Tm m o Zti �� qt� ' t 0) $ o CL N O W M J � � N - M Z V J p W LL a WCL 0 Z a a0 Cr) 0 LL LL! N Z co c) N SOUTH 7512-A ELV=2 MATTSON ORLANDO 0 r O O �N M .� z !_ A z Lc) Tom T" Tm m o Zti �� qt� ' t 0) $ o CL N O W M J � � N - M Z V J p W LL a WCL 0 Z a a0 Cr) 0 LL LL! N Z co c) N SOUTH 7512-A ELV=2 MATTSON ORLANDO 16" N1 � Al 198 PLT. HT. — — — — — — — — — — — — — — —1— — — — — — — — — — — — — — — — — — — — — — — 1 6:12 TRUSSES F Z� U)s U) N r C.0 OFF RIDGE VENT (SEE SPECS.) —------------ to 19-8 PLT. HT. to ROOF PLAN �U) W 6:12 TRUSSES co�Lu 6:12 TRUSSES F 16" I I i 6:12 TRUSSES F I III III III N III M III III r-� _9-4_P_LT.HT._ _ L -J L -J ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1536 / 300 = 5.12 5.12/2=2.56x144=369 ROOF VENT = 369 / 138 SQ. IN. = 2.67 VENTS a ''_ ����11 i 1► 11 ►��� uA.° 4 0) LL 6; oa ftA Q Q$°Z co co - WCC: LL1 • W W �( H :U O Q • uj Jam✓ �� ®•. .� �� �.� ��`` . C L r m 0.. Z qq Z � o a' $ o N —� O W M CD V ti N — M Z V J p LL 0. W Z CL O a Lr) LL. W N Z oc(n a co c) N SOUTH 7512-A RFP -1 MATTSON ORLANDO O c - m O O L ' - �o N d caOCG�00 v J C 0 N O N c a> E •= t C d _ E0��3 M A= Z� L OE O Y >y uioNCO=_ Oftwooft z A =00o�d o=o fn 0v H m o 0�° 0� N= OU) v • i L ya)mEcyan :Q L F- L r m 0.. Z qq Z � o a' $ o N —� O W M CD V ti N — M Z V J p LL 0. W Z CL O a Lr) LL. W N Z oc(n a co c) N SOUTH 7512-A RFP -1 MATTSON ORLANDO O cc - N O ' - �o CEO to O �N M ~ Z� Oftwooft z A V L r m 0.. Z qq Z � o a' $ o N —� O W M CD V ti N — M Z V J p LL 0. W Z CL O a Lr) LL. W N Z oc(n a co c) N SOUTH 7512-A RFP -1 MATTSON ORLANDO SCALE: 1 = 20' 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1536 FLATWORK:191 LOT:3200 COVERAGE:53.9% SOD AREA: 1173 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. 40' S40051'28"W A/c 15' B. L. '-01I, 1 30'-011 5'-0' 3:1 I I I lw '-0' I 2 ' A . PORCH O N4' -------------------- ' U. E. WALKWAY 40' S40051'28"W GIPPER CIRCLE ~ to tN c MCNIC a, o — V L 00J _ 0� - IUL J 00 cr)m II -' S 7512 A °0 c E E Qi0O V 4� LL WN Z in L mQ CiEc UU)j O O£O T N O 00 �► C L U) 3 O Y 00 '-0' I 2 ' A . PORCH O N4' -------------------- ' U. E. WALKWAY 40' S40051'28"W GIPPER CIRCLE III Z ~ to tN c z� �O a, o — V L OTom _ 0� IUL a L L oLL c ci II .°4) U) NasQ, � (Y}. c E E Qi0O V 4� LL WN 4� Z Ul c .) mQ CiEc �+ �+ oz 0o O£O T N 'C 5 0 E 3 6 �► C L U) 3 O Y cc o='0 = o ON V v N_ o N A L i c � — O N 04- C 3 G1 V _W O' 3 E=a�cc>Lv 1'- C1 R m III Z ~ to tN ti N z� �O 00 — V N OTom _ 0� IUL a W II O � Q 4� LL WN 4� Z W mQ to 0o T N 0 04 A III Z ~ M tN ti N z� �O M — V SOUTH 7512-A PLT -1 MATTSON ORLANDO W J M V � ti N � Z M — V J O IUL a W Z a a0 � Q LL WN Z W mQ 0o N SOUTH 7512-A PLT -1 MATTSON ORLANDO 0 in LO C� LL O H U N 0 0 11'-10" A/C PAD ® Imo::*I& I 71if i 0: 0 11 S3 S3 7'-6" 11'-6" I II 10'-0" F13 3�--� ■ S3 (-)0'-4 000 LI LL vry NO DO Q? SD `4 1'-0" 1'-0" a 11'-4" 2 -STORY FTG. S3 LF M* L_ 4'-3" 30'-0" 2 -STORY FTG. 17'-6" —( FO F08 S3 S3 S3 S3 ih on 18'-8 1/4" fli 3 0'-0" FIN. FLR 3-1/2" THICK CONC. SLAB W/ 6X6 W/1.4 X W/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. • • 4F1 IS3 I Ic S3 ID I S3 LLz �U Do 00, -0" (2 -STORY FTG.) D 4„ 2�-T I- '-0" 6'-0" 96M IF S3 �f 12'-8" (2 -STORY FTG.) 2.5 F08 2.5 S3 �r% 18'-8" 10'-8" S3 3.5 S3 0 I R IF08 in �t S3 io FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 250OPS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED 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 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP -- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp W#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 5'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. t INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Uo •• % i co ; � Wco 0i u- b �s v� =a i = •Z r O�J -amu 00 :0 < ° * W 20 O N W o H 0 0 O -= Z 't'L�•�� WQ•' 1` • • 611 •00.00• 0• < Z O Q � P. J m ILL CLz� Uo za U Z O P. CLz� am Z z 0 W �,•r- � W Z n E Q Z z Q O> -C"4 C O~ -1-j 03 uJ Z J U) of 0> 0 8 J W Q=0¢� F-�: 2 Z o 0 Z Z QawYOE H �'�' �O�ga W a W F- LL L) M i ~ N M LL i � O LL LLQ W) i � r Q 11 O O U J - Z Q W Y OW ~W > a a 1 U�LU WQ� Q>NQN � a W) - ! a 1`WN i i STRUCTURAL ENG: BAD i DRAFTING: I i -STRUCT: MR i QC CHECK: MRB JOB No. DWH-0205195 i SCALE: AS INDICATED DATE: 05/16/18 ao N ao N C? v N 0 N O r LO M N tF 0 N "v N 00 co SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 5'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 21 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU PLAN VIEW SECTION VIEW MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1/2"=10-0" DOWEL LAYOUT PLAN 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q W t� ••••••••••••••/�/�hAs�'' M �— • 2 ' W �• •Z �r O OBJ— w co LLI DATE: cn4 2 U !. �� I : •• •••• (/ I••••Q U M z Q 0_j Z z° W Q W STRUCTURALENG: BAD DRAFTING: U 0 �— MRB JOB No. DWH-0205195 N AS INDICATED DATE: U C O z $a U M Z z° Q J z � LL W J W °6° �� 8 z z Ci 0 O Q~ J J w 7 (n N m u' i Cpp W O J U) w D O U <000 00 ¢ v m J Z�zwEQZwYz F= OU Qa0 LL H W w �O�ga W W Q F— OfM LL Wo = Z O (n O 2 O STRUCTURALENG: BAD DRAFTING: -STRUCT: M ti �— MRB JOB No. DWH-0205195 N AS INDICATED DATE: 05/16/18 M LL 0 O LL W L() Z O O� = W HV Y Q W WUa°' F-3: 0. WQ� LUC O>NQN IYQ�W00 - d ti W N STRUCTURALENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 S2.1 (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO BOND BEAM IN FULLY - BOND BEAM IN FULLY I PENDING SITE PENDING SITE GROUTED CELL. CONDITIONS, SEE GROUTED CELL. 1 REFER TO MD08 FOR ' Ii CONDITIONS, SEE REFER TO MD08 SPLICE INFORMATIOR DETAIL MF20 FOR SPLICE INFORMATION DETAIL MF20 FOR I. DEEP MONO DEEP MONO W � �Ir MASONRY WALL MASONRY WALL °I� SEE PLAN SEE PLAN I CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN $ FOUNDATION PLAN I VARIES ; I. SEE PLAN A ..° ..a d °. ° ° - 00 d A d° w —I I _ do ' d . �a GRADE x _ d Id ' GRADE I ElI I I I a e =_ r ISI—I t ;_ C9 I III I I—°� I—o Co I I I—I IF. (2) (2) #5 BARS CONT. (2) #5 BARS CONT. ' III=III (I I CLEAN COMPACTED W/ 3 COVER TYP. CLEAN COMPACTED (, i W/ 3 COVER TYP. FILL @ 95% STANDARD - — FILL @ 95% STANDARD 8" 1'-0" DENSITY DENSITY 11 WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS SHALL BE V-4" WIDE W/(3) #5 BARS FO TYPICAL EXTERIOR FOOTING AFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" SEE PLAN FOR SHOWER SIZE01 OPTIONAL CURB BY 8" MIN. I BUILDER FIELD VERIFY I z CONC. SLAB PER g FOUNDATION PLAN a� W M EL a " d d bo a X GRADE I:a d. P ;d. — a a d ... . o00 4 q 1— (III I I i I I I-1 PENDING SITE CONDITIONS, SEE DETAIL MF20 FOR DEEP MONO (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS 1F0 FOOTING @ SHOWER AT MASONRY — — — — — — 4" GARAGE TOP VIEW @ CORNER CONC. SLAB PER -7 FOUNDATION PLAN i NMI Lq F WJJI, 3/4"=1'-0" FILLED CELL PER PLAN GARAGE WALL BEYOND CONC. SLAB PER - FOUNDATION PLAN THICKENED EDGE CONC. SLAB PER - FOUNDATION PLAN DRIVEWAY BY PVC SLEEVE MAX — BUILDER- CONCRETE 6" DIAMETER OR PAVERS M � F z_ L CLEAN COMPACTED FILL @ 95% STANDARD — III III DENSITY 4" 8" 8" x 8" THICKENED 01 EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. THICKENED EDGE @ GARAGE DOOR CONC. SLAB PER - FOUNDATION PLAN 3/4"=1'-0" ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER M CONC. SLAB PER FOUNDATION PLAN U) w da a '..e ". -T— °.. d F e -1 Z d °—III F 91 (1) #5 BAR CONT. W/ 3" COVER TYP. IF BEARING WALL d e � 3/4"=1'-0" ABOVE - WALL 2x BRG WALL PER - a NOTE TO CONTRACTOR: - o 7" EMBEDMENT BELOW ALL REINFORCEMENT SPECIFIED IN PLAN NOTE: AT FRENCH LOWEST STEP OF C? C') MIN 5" (2) #5 BARS @ TOP =III STEEL AT 2 STORY LOCATIONS ;'aI °.d < 9 °.° (1) #5 CONT. W/ 1-1/2" z 1E > WHEN MONO DEPTH -III—I COVER TYP. ° z 0. CLEAN COMPACTED EXCEEDS 26", IF a a w g z . r ° . I' . ° ANOTHER STEP - a 0 o��F= DEPTH < 26" THESE I I=III DENSITY I.: '° d <' ° '' �a ° ° d:. a q- d BARS ARE NOT REQ'D =1 I _ <I . ,: .. I . GRADE III #3 STIRRUPS @ 48" ° d e ° e —__— , r'" _ —I i _ LLQ. X N LIL O.C. WHEN MONO zZ —I I I I (-1 11= z -� GRADE DEPTH EXCEEDS 26", LiL z .d.. ° - ,.. r �° w ;�'�.�. w EXCEEDS 26", IF _ O (2) #5 BARS CONT. W/ IF DEPTH < 26" THESE—I 11= °" d '.. W DEPTH < 26" THESE —III o Q BARS ARE NOT REQ'D 1= eI I °" °I- _ '- J (2) #5 BARS CONT. W/—, FOOTING PER MF08 ON -I I I— — I— J ' CLEAN COMPACTED 3" COVER TYP. V-4" I_I FILL @ 95% STANDARD 11 DENSITY *2k DEEP MONOLITHIC FOOTING w M CONC. SLAB PER FOUNDATION PLAN U) w da a '..e ". -T— °.. d F e -1 Z d °—III F 91 (1) #5 BAR CONT. W/ 3" COVER TYP. IF BEARING WALL \ % �/ 3/4"=1'-0" ABOVE - WALL 2x BRG WALL PER MIN. 6" EMBED. INTO ANCHOR TO HAVE MIN. NOTE TO CONTRACTOR: MAIN FOOTING W 7" EMBEDMENT BELOW ALL REINFORCEMENT SPECIFIED IN PLAN NOTE: AT FRENCH LOWEST STEP OF TOP COURSE TO BE MIN 5" CURB n STEEL AT 2 STORY LOCATIONS CHAIR BLOCKS. (1) #5 CONT. W/ 1-1/2" ADJACENT MONO AND/OR STEM WALL > w M ENTIRE BASE TO BE COVER TYP. z z REQ'D PER GRADE W/ CLEAN COMPACTED CONCRETE SLAB PER a a w g z g ANOTHER STEP FOUNDATION PLAN a 0 o��F= a I DENSITY 4. .•. � ate. ° d:. a q- d SEE ° W/ 3" COVER TYP. Z O III FOUNDATION PLAN ° d e ° e —__— , r'" a o (2) #5 BARS @TOP WHEN MONO DEPTH LLQ. X N LIL a zZ —I I I; _ -� GRADE I—I ®I CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING 3/4"=1'-0" \ % �/ 3/4"=1'-0" CONC. SLAB PER 2x BRG WALL PER MIN. 6" EMBED. INTO FOUNDATION PLAN NOTE TO CONTRACTOR: MAIN FOOTING W PLAN AND BEARING ALL REINFORCEMENT SPECIFIED IN PLAN NOTE: AT FRENCH VERIFY W/ DETAILS FOR REQ'D TOP COURSE TO BE ALL REINFORCEMENT FOUNDATION DETAILS SHALL TIE IN TO n STEEL AT 2 STORY LOCATIONS CHAIR BLOCKS. SHALL MAINTAIN 3" CLEAR ADJACENT MONO AND/OR STEM WALL > CONCRETE STAIRS AS ENTIRE BASE TO BE TO GRADE AND 1-1/2" FOUNDATIONS AS SPECIFIED THIS DETAIL. z REQ'D PER GRADE W/ CLEAN COMPACTED MIN. 24" BEFORE MANUF. FOR w g z MIN (1) #5 BAR ANOTHER STEP 8"x12" THICKENED a 0 o��F= CMU BASE W/ (1) #5 I DENSITY 4. .•. � ate. SLAB W/ (1) #5 CONT.- < 2x P.T. BASE PLATE SEE FOUNDATION PLAN W/ 3" COVER TYP. Z O _ I—III— FOUNDATION PLAN °a e ■p , r'" a o (2) #5 BARS @TOP WHEN MONO DEPTH LLQ. X N LIL 4. .� ..— II—oz zZ .' . ad ° .. ., .ae. .4 . p _ -� GRADE I—I LiL z .d.. ° - ,.. r �° w ;�'�.�. w EXCEEDS 26", IF _ O (2) #5 BARS CONT. W/ °''<d4' FOUNDATION PLAN °" W DEPTH < 26" THESE —III —III- Q BARS ARE NOT REQ'D eI I °" °I- 4 ° J N J LL Co y w m C FOOTING PER MF08 ON A. a aI- d° GRADE #3 STIRRUPS @ 48" W I_I w ° ` �° °. I VERIFY PLAN DETAILS _ I- w OH3:gw o E ° °. .. d ° - FOR REQUIRED #5 I= l cw°� n O <¢wY0 �oLga ad,' CONT. BARS. MAINTAIN ( 3" COVER TYP. L-1-71 I U . I' d. IF DEPTH < 26" THESE I I I=I d 1=11 1= °.. °a _d III W. BARS ARE NOT REQ'D I =I I III—I I (I -16" MIN. I .—MIN oe VERIFY PLAN DETAILS III -1 11=1 11=1 I I' ' BEND EACH CONT. #5 SEE FOUNDATION FOR I FOR REQUIRED #5 BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR INSTALL #5 HOOK 0 FILL @ 95 /o STANDARD 3" COVER TYP. BARS FOR EACH CONT. DENSITY DENSITY BAR. LAP REBAR PER CLEAN COMPACTED v DETAIL MD08 ON d .I a -! _ �,_'_ _ ..e. LINTEL PLAN FILL @ 95% STANDARD I FO TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" Tl FINISH PER ELE11. FINISH OO PENETRATINGC ■moi �■■� FOOTING PER PLAN CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1'-0" (FRONT VIEW) NOT USED 3/4"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR PENETRATING PIPE MAX. 4" #5 LOOP TIE (TYP.) REFER TO FOUNDATION PLAN FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN PVC SLEEVE MAX 6" DIA. 3/4"=1'-0" HOLD BRG WALL BACK VERIFY W/ DETAILS FOR REQ'D MIN. (2) #5 DOWEL W/ CONC. SLAB PER 2x BRG WALL PER MIN. 6" EMBED. INTO FOUNDATION PLAN PLAN AND BEARING MAIN FOOTING W PLAN AND BEARING FLUSH W/ NOTE: AT FRENCH SIMPSON EPDXY @ TOP COURSE TO BE ALL REINFORCEMENT FOUNDATION BELOW n 12" O.C. CHAIR BLOCKS. SHALL MAINTAIN 3" CLEAR CONC. SLAB PER > CONCRETE STAIRS AS ENTIRE BASE TO BE TO GRADE AND 1-1/2" FOUNDATION PLAN z REQ'D PER GRADE W/ CLEAN COMPACTED CLEAR TO ANY FACE MANUF. FOR U) M MIN (1) #5 BAR FILL @ 95% STANDARD EXPOSED TO WEATHER REQUIRED RECESS CMU BASE W/ (1) #5 I DENSITY 4. .•. � ate. 11d11I111��� s' > 2x P.T. BASE PLATE SEE FOUNDATION PLAN CORNER. SEE PLAN I _ I—III— FOUNDATION PLAN THRESHOLD PER - ■p , r'" o (2) #5 BARS @TOP WHEN MONO DEPTH — 4. .� ..— II—oz zZ I—III <• I I— 011' _ -� I I I—I BAR, ONE FOR EA. .d.. ° - —III I -I I I_ I I—III I I I I I I I I,, I I I _I—X11- EXCEEDS 26", IF I I I I I I I I I( I I- (2) #5 BARS CONT. W/ °''<d4' FOUNDATION PLAN e o DEPTH < 26" THESE —III d I'. Q BARS ARE NOT REQ'D THICKENED EDGE 4 ° J N J LL Co y w m C FOOTING PER MF08 ON ° d° GRADE #3 STIRRUPS @ 48" W (/)o g Q=00<- I :° I .' z ° ° O.C. WHEN MONO w OH3:gw o E °1. ° III= ° =III- z_ DEPTH EXCEEDS 26", O <¢wY0 �oLga ad,' W W vJ PAVERS PER PLAN PITCH U . I' d. IF DEPTH < 26" THESE I I I=I d °.. °a _d Q W. BARS ARE NOT REQ'D — GRAD ILL(.5 oe (2) #5 BARS CONT. W/ SEE FOUNDATION FOR I e CLEAN COMPACTED 3" COVER TYP. I I I I 1''4 =I I — FILL @ 95% STANDARD —r °F DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR (FRONT VIEW) NOT USED 3/4"=1'-0" 8" C.M.U. FINISH PER ELEV. FINISH FLOOR PENETRATING PIPE MAX. 4" #5 LOOP TIE (TYP.) REFER TO FOUNDATION PLAN FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN PVC SLEEVE MAX 6" DIA. 3/4"=1'-0" HOLD BRG WALL BACK VERIFY W/ DETAILS FOR REQ'D 2x BRG WALL PER FOR SIZE AND BASE 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING CONNECTION PLAN AND BEARING FLUSH W/ NOTE: AT FRENCH WALL SCHEDULE TOP COURSE TO BE WALL SCHEDULE FOUNDATION BELOW n '.4, CHAIR BLOCKS. 00 CONC. SLAB PER > a['I. ..A .' 4Aw.. ENTIRE BASE TO BE 2x P.T. BASE PLATE FOUNDATION PLAN z I I CLEAN COMPACTED = MANUF. FOR U) M FILL @ 95% STANDARD SEE ELEVATION REQUIRED RECESS CMU BASE W/ (1) #5 I DENSITY CONC. SLAB PER 11d11I111��� s' > 2x P.T. BASE PLATE FOUNDATION PLAN CORNER. SEE PLAN I FOUNDATION PLAN THRESHOLD PER - FOR BASE SIZE; BARS , r'" 4 17 — — �^�'*� •� �e 4. .� ..— II—oz zZ I—III <• I I— 011' —I I - -� a"�' ,'<'• (—III— 1 I I I BAR, ONE FOR EA. .d.. ° - —III I -I I I_ I I—III I I I I I I I I,, I I I _I—X11- I 1 I I I I I I I I I I( I I- (2) #5 BARS CONT. W/ , III -1 FOUNDATION PLAN e 3" COVER TYP. 8" 8" 8" 8" (2) #5 BARS CONT. W/' 3" COVER TYP. 6" 8" 8" 10" CLEAN COMPACTED FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0" 3/4"=1'-0" TYPICAL CORNER BAR DETAIL (TOP VIEW) (2) #5 x 4'-0" BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION a d Q _d I 1—I Co 11 I I I I I— REFER TO I FOUNDATION PLAN -FOR CONT -1 I I I PLAN FOR IIFDN.I- FOUNDATION SIZE & REINF. I INFORMATION PIPE PERPENDICULAR TO FND CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS PIPE PARALLEL TO FND LU U w v <h SLOPE THRESHOLD PER MFR'S SPECIFICATIONS ;., : `— SLOPE tl•" e, PER MFG SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED EXTERIOR DOOR POURED SILL 3/4"=1'-0" MASONRY WALL - SEE PLAN CONC. SLAB PER - FOUNDATION PLAN (1) #5 FROM FTG. TO TIE BEAM MIN. 25" SPLICE GROUT CELL SOLID PER PLANS ..d d ° I ...° q..e " zCo —III I I I—I I— (2) #5 BARS CONT. —III III— I I I I =1 I I W/ 3" COVER TYP. 8 8 8 8 CL CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS fEFJ� FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" WOOD POST PER PLAN VERIFY W/ DETAILS FOR REQ'D FOR SIZE AND BASE �1►linou�iio STEEL AT 2 STORY LOCATIONS _ CONNECTION ♦♦^^ VJ NOTE: AT FRENCH - 2 TOP COURSE TO BE DOOR LOCATIONS. n '.4, CHAIR BLOCKS. 00 CONTRACTOR TO > a['I. ..A .' 4Aw.. ENTIRE BASE TO BE 4� Z VERIFY WITH DOOR z °. FILLED SOLID = MANUF. FOR U SEE ELEVATION REQUIRED RECESS CMU BASE W/ (1) #5 W #5 CONT. 11d11I111��� s' VERTICAL @ EA. °' rdI REINFORCEMENT SEE CORNER. SEE PLAN d' I A. I . FOUNDATION PLAN THRESHOLD PER - FOR BASE SIZE; BARS , r'" FOR QUANTITY MANUFACTURER'S �^�'*� •� �e ° e e. ', SPECIFICATIONS •r �e� #5 x 25" x 25" CORNER BY TIE IN OR EPDXY AJ O BAR, ONE FOR EA. e.. d Jn� HORIZONTAL CONC. SLAB PER - d °I`I ° °' 'I. REBAR, TYP. U.N.O. FOUNDATION PLAN e A dA Q Nn e- G 5z TYPICAL CORNER BAR DETAIL (TOP VIEW) (2) #5 x 4'-0" BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION a d Q _d I 1—I Co 11 I I I I I— REFER TO I FOUNDATION PLAN -FOR CONT -1 I I I PLAN FOR IIFDN.I- FOUNDATION SIZE & REINF. I INFORMATION PIPE PERPENDICULAR TO FND CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS PIPE PARALLEL TO FND LU U w v <h SLOPE THRESHOLD PER MFR'S SPECIFICATIONS ;., : `— SLOPE tl•" e, PER MFG SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED EXTERIOR DOOR POURED SILL 3/4"=1'-0" MASONRY WALL - SEE PLAN CONC. SLAB PER - FOUNDATION PLAN (1) #5 FROM FTG. TO TIE BEAM MIN. 25" SPLICE GROUT CELL SOLID PER PLANS ..d d ° I ...° q..e " zCo —III I I I—I I— (2) #5 BARS CONT. —III III— I I I I =1 I I W/ 3" COVER TYP. 8 8 8 8 CL CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS fEFJ� FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" WOOD POST PER PLAN FOR SIZE AND BASE �1►linou�iio U _ CONNECTION ♦♦^^ VJ - 2 TOP COURSE TO BE M � CHAIR BLOCKS. 00 V * Q O; Zw > o ENTIRE BASE TO BE 4� Z z cv FILLED SOLID = U SEE ELEVATION ' CMU BASE W/ (1) #5 W Q 11d11I111��� s' VERTICAL @ EA. CORNER. SEE PLAN . M D' FOR BASE SIZE; BARS z TO TIE INTO EXT. FTG. ° e e. ', BY TIE IN OR EPDXY O �° z Jn� CONNECTION V' d °' 'I. O w E rn I m Q Nn e- G 5z THICKENED EDGE 4 ° J N J LL Co y w m C FOOTING PER MF08 ON W J °: `° W (/)o g Q=00<- THIS SHEET BEYOND z ° ° w OH3:gw o E ° CONC. SLAB OR O <¢wY0 �oLga ad,' W W vJ PAVERS PER PLAN PITCH U . I' d. I ° ' °.. °a _d Q W. I d — GRAD ILL(.5 oe SEE FOUNDATION FOR I e a d _ PAD SIZE 0 °F CLEAN COMPACTED v I . d .I a -! _ �,_'_ _ ..e. I—I FILL @ 95% STANDARD I ... DENSITYfEF1 FOOTING @ ENTRY MASONRY COLUMN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" I i �1►linou�iio U _ ♦♦^^ VJ - 2 w M � 00 V * Q O; Zw > o C3 4� Z z cv �. %.. •�l�� = U o ' �� '•". W Q 11d11I111��� s' o 0 . M D' Z O 0- U W . 0 U _ ♦♦^^ VJ A o O Nps Id J > z i U o ' W z o z i i O W Jn� > C) C,6WZ-m w E rn Nn e- G 5z J N J LL Co y w m C > W J (/)o g Q=00<- j z fA Z OH3:gw o E f' O <¢wY0 �oLga W O U j_: Q ofM W LLf— ILL(.5 CIO 0 i ~ N > M J U. d J, O O Ito U. W Lo Z o ~ _ 0 ai WF_ U Yap W LU � LUWaa IL —N Wp0 W ..�C� C14 �Q jW0 aa1`WN i i STRUCTURAL ENG: BAD DRAFTING: ! i -STRUCT: _MR > QC CHECK: MRB i JOB No. DWH-0205195 i - SCALE: AS INDICATED DATE: 05/16/18 i i ! S3 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3") 4—. AT CORNERS PRECAST "U" PROVIDE LINTEL W/ 3000 STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS LINTEP L ER PLAN f " ' CORNER AS REQ'D INDICATED IN -SHEAR WALL T OPENING II 117„ LINTEL, #5 TO BE AL SHEAR WALL SEGMENT 1111 HOOKED INTO "D„ TRANSOM OPENING SIDE VERTICALS - ' Oe a ' — a.ad 06- a . d: a .. — ^ 9 1/4 24 #4 . a d. d a d 3 55/8 e a �.. I. a IIj a BOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ° ROUGH OPENING PER PLAN d a I° METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 =.a e d .. A- d V a 'a. a ° e' °• a e ° J w O o W Lo LL I' a .. I ' LU N e U) zp . i CO dr Q eo ' A. Ie ". TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK a TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR O LL a. TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" r� GRADE 40 GRADE 60 BAR SIZE e .. LAP SPLICE BEND 0 LENGTH LINTEP L ER PLAN f " j NO -SHEAR WALL T OPENING II 117„ TYPI AL SHEAR WALL SEGMENT 1111 ' "D„ TRANSOM OPENING 1 7/8 d s a 41 /4 9 1/4 24 #4 . 5 5/8 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE e LENGTH LAP SPLICE BEND 0 LENGTH LINTEP L ER PLAN f " 4085/4085 NO -SHEAR WALL T OPENING II 117„ TYPI AL SHEAR WALL SEGMENT 1111 ' "D„ TRANSOM OPENING 1 7/8 4,6/4 s d 41 /4 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LINTEP L ER PLAN f " 4085/4085 CASTE -CRETE, QUALITY, AND LOTTS 4085/2839 II 117„ t ' 1111 ' "D„ TRANSOM OPENING 1 7/8 4,6/4 1694/1552 2,1/4 41 /4 9 1/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 FRAME INFILL AROUND 31/8 7 113/4 25 33/4 ' WINDOW BY BUILDER 40 #6 33/4 81/16 14 30 SEE WF01/SD1 FOR 181/16 181/2 48 .. 1 43/8 / MORE INFO 1/2 35 1 51/4 19 13/16,21 3/4 56 3'-4" 1006 1663/1349 5365/1999 7342 / 3123 10000/4249 �oC,� HAVE MIN. 8" BEARING EA. END 4'-0" i' 1651/1349 5365/1999 7342/3123 10000/4249 w DOOR OR WINDOW OPENING 4'-6" 710 1423/1105 MAX 4'-0" 6036/2549 LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 4085/4085 CASTE -CRETE, QUALITY, AND LOTTS 4085/2839 II 117„ "D„ ' 1111 IICII "D„ #3 1 7/8 4,6/4 1694/1552 2,1/4 41 /4 9 1/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 1 41/2 181/16 181/2 48 #7 1 43/8 9 13/16,16 1/2 35 1 51/4 19 13/16,21 3/4 56 U m 9 c LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL 3/4"=1'-0" #3=2YZ' #4=2Y2' #5=2Y2' #6=3" #7=3Y2' STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 2'-8" 5'-4" 5-4- T T T 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. w 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O RELAXATION. 7/32 WIRE PER ASTM A510. U O z LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT 0o MARK I REQUIREMENTS U = UNFILLED p R = RECESSED & FILLED WITH GROUT Of O 8R6-1B/1T QUANTITY OF #5 REBAR @ o BOTTOM OF LINTEL CAVITY w 08F8-1B/1T 8F16-1 B/1 T 1�_ O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP O °O 8F16-1B/1T NOMINAL HEIGHT O TYPE DESIGNATION NOMINAL WIDTHLn O 8R14-O0/1T 0 PRECAST LINTEL LOAD TABLE U 8F20-1B/1T GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 2'-4" 1694/1694 3725/3280 APPROVED LINTEL MANUFACTURERS: 2'4" 1425/1425 3343/3280 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE 4085/4085 CASTE -CRETE, QUALITY, AND LOTTS 4085/2839 4'-4" 846/833 2121/1716 STANDARD LINTELS 5'-4" 664/572 1761/1761 2595/2595 6-4" 526/434 1539/1539 STANDARD LINTEL NOTES 7'4" 1 480/322 1 1334/1334 1964/1552 8'4" 1 415/235 1 1152/1152 1694/1552 CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24 -113/8F24-013 8F32 -113/8F32-013 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693/2561 6113/3820 8974 / 5961 10000/8107 iJ C W�mLL`° c OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3'-4" 1006 1663/1349 5365/1999 7342 / 3123 10000/4249 �oC,� HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 w = 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 U INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726/699 1843/1625 3486/2255 6205 /2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 00 ADEQUATE FOR THE LOADS. 10'4" 292 567/454 1366/1277 2423/1770 4006/2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFTY( 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. " A 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS s 13'-4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439 /0 , 16-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS - 18'4" 0211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. i 20'-8" 0 146/0 550/0 981 /0 1376/0 22'-8" 0 1 110/0 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 2'-8" 5'-4" 5-4- T T T 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. w 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O RELAXATION. 7/32 WIRE PER ASTM A510. U O z LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT 0o MARK I REQUIREMENTS U = UNFILLED p R = RECESSED & FILLED WITH GROUT Of O 8R6-1B/1T QUANTITY OF #5 REBAR @ o BOTTOM OF LINTEL CAVITY w 08F8-1B/1T 8F16-1 B/1 T 1�_ O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP O °O 8F16-1B/1T NOMINAL HEIGHT O TYPE DESIGNATION NOMINAL WIDTHLn O 8R14-O0/1T 0 RECESSED LINTELS -FILLED U 8F20-1B/1T CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB 2'-4" 1694/1694 3725/3280 5499/5421 2'4" 1425/1425 3343/3280 4933/4933 X-0" 1230/1230 2769/2769 4085/4085 3'4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 5'-4" 664/572 1761/1761 2595/2595 6-4" 526/434 1539/1539 1329/2267 7'4" 1 480/322 1 1334/1334 1964/1552 8'4" 1 415/235 1 1152/1152 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 2'-8" 5'-4" 5-4- T T T 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. w 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O RELAXATION. 7/32 WIRE PER ASTM A510. U O z LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT 0o MARK I REQUIREMENTS U = UNFILLED p R = RECESSED & FILLED WITH GROUT Of O 8R6-1B/1T QUANTITY OF #5 REBAR @ o BOTTOM OF LINTEL CAVITY w 08F8-1B/1T 8F16-1 B/1 T 1�_ O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP O °O 8F16-1B/1T NOMINAL HEIGHT O TYPE DESIGNATION NOMINAL WIDTHLn O 8R14-O0/1T 0 8F16-0B/1T U 8F20-1B/1T O" 8F20-OB/1 T O 8R22-1B/1T 0 8F24-1B/1T ui 8R22-0B/1T /0-� n m I 8F24-0B/1T n") I 8R30-1B/1T F J (� Qw Imo -00 _ a Qz L0 ',,E O z I + 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 0 8F32-1B/1T 1-1/2" CLEAR H O 8R30-OB/1T Qw 0 8F32 -08/1T _ #5 REBAR AT TOP MIN. (1) REQ'D Q z C.M.U. O 8F38-1B/1T o � LOO � O 8F12-1B/1T zLl - OBOTTOM REINFORCING PROVIDED /8 0 8F40 -OB/1T 7-5* ACTUAL IN LINTEL (VARIES) OOw 8F8 -0B/1T 8" NOMINAL WIDTH xO 8F40-1B/1T UNFILLED SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. LINTEL PLAN 1/8"= 1 1-011 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W w U M ti �— MRB CO M '' e—coco Uj N • /1 i co U_ ui 00 0 Z O°C) ` J q* 40 ` Q w Q Q Q 0 Z w eh m W w STRUCTURAL ENG: BAD DRAFTING: U M ti �— MRB JOB No. DWH-0205195 N AS INDICATED DATE: 05/16/18 U z o z ' U n 0 e :., 1 z Z z J z 0 LV _j LVF- 06wz-m" E (A t- 0)v Z 0 M� m 7 F- iJ C W�mLL`° c W _< co o:0�-0 0, 0 0wv F- (!) 0E-32ui o LLJ OU a Z �oC,� LLIQ o Lo LU C0 F— w = Z O U) 0 O 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: M ti �— MRB JOB No. DWH-0205195 N AS INDICATED DATE: 05/16/18 M LL 0 W Lj ° CO) LL LLJ W) Z o t~ C0 = 0 W H U i Q W wWaa w�w a� �_ O>rQC04) U3 00 1` W N STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND VER BEAM TO T GABLE TRUSS WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL SHEAR WALL SHEATHING SCHEDULE MR QC CHECK: U VERTICAL HORIZONTAL • ll SHEAR WALL SHEATHING NAIL SIZE EDGE NAIL EDGE NAIL FIELD BLOCKING TAG REQUIRED z SPACING SPACING SPACING REQUIRED J MIN. 7/16" z a F_ i2 w > SW1 STRUCTURAL 1 8d COMMON 6" O.C. 6" O.C. 12" O.C. ALL EDGES O SHEATHING z w t Z MIN. 7/16" o OCL 11-- CO SW2 STRUCTURAL 1 8d COMMON 4" O.C. 4" O.C. 6" O.C. ALL EDGES z SHEATHING W Z=�r E 4 Y 1— (11 v♦ = z SBS = SHEATH BOTH SIDES OF WALL. SHEATH EACH SIDE OF WALL AS DENOTED BY SHEAR WALL TAG HORIZ. EDGE NAIL SPACING . . . . . . . . . . MR QC CHECK: U U 0) co • ll 0 z = U Q a cn • J_ Q • z • cw7 0 w • J U z a F_ i2 w > HORIZ. EDGE NAIL SPACING . . . . . . . . . . MIN. (2) 2x BUILT UP STUD COLUMN & BASE CONNECTION AT ENDS OF SHEAR WALLS U.N.O. STRUCTURAL SHEATHING PER SCHEDULE 2x BLOCKING w/ (3) 12d TOE -NAILS @ EACH END @ ALL SHEATHING EDGES MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN 2x STUD PER PLAN ANCHOR BOLTS PER PLAN HOLD DOWNS AS REQ'D. PER PLAN TYP. SHEARWALL SEGMENT FLOOR TRL PER PLAN SHEAR WA PER PLAN MID -SPAN BLOCKING U.N.O. 3/4"=1'-0" A TTA/'•1_I M ^7R SHEATHING kLL USING (2) JAILS @ 6" O.0 TAGGERED 3" =19J TYP. SHEARWALL DETAIL FLOOR TRUSS PER PLAN SHEATHING PER PLAN. SEE NOTES ON SHEET S5 3/4"=1'-0" FIRST FLOOR FRAMING PLAN 1 /4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MR QC CHECK: U U 0) co • ll NAIL SPACING W IN FIELD J =N I' °° �t Z MIN. (2) 2x BUILT UP STUD COLUMN & BASE CONNECTION AT ENDS OF SHEAR WALLS U.N.O. STRUCTURAL SHEATHING PER SCHEDULE 2x BLOCKING w/ (3) 12d TOE -NAILS @ EACH END @ ALL SHEATHING EDGES MID SPAN WALL BLOCKING U.N.O. ON FRAMING PLAN 2x STUD PER PLAN ANCHOR BOLTS PER PLAN HOLD DOWNS AS REQ'D. PER PLAN TYP. SHEARWALL SEGMENT FLOOR TRL PER PLAN SHEAR WA PER PLAN MID -SPAN BLOCKING U.N.O. 3/4"=1'-0" A TTA/'•1_I M ^7R SHEATHING kLL USING (2) JAILS @ 6" O.0 TAGGERED 3" =19J TYP. SHEARWALL DETAIL FLOOR TRUSS PER PLAN SHEATHING PER PLAN. SEE NOTES ON SHEET S5 3/4"=1'-0" FIRST FLOOR FRAMING PLAN 1 /4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w H Q z O F— U CA W 0 W 01 MR QC CHECK: U U 0) co •• • • "::1 ll r •<C/ 0) U_ O �� W 00 O Z J =N I' °° �t Z J d ►w- °• O < s�.• Q U 4( Q J w Q z a z i2 d O ry ILL w H Q z O F— U CA W 0 W 01 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: U 0 DWH-0205195 SCALE: AS INDICATED N 05/16/18 M d U � O • U z a d $ ry Z z aam O Q z w t Z o OCL 11-- CO = i O w � �� W LL 1� z U W Z=�r E 4 Y 1— (11 v♦ = z Q < z - C-4 , v°>M 7 LU P:0 QJJLLCfl m C U�WQ� LL Li Qca 1:0Qv f Z�zuj �. zQQO WYZ ELL '0 11'Qowoao 0-0tiWN Uwj LU LU Q I— �12� o = z cn O 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: M ti JOB No. DWH-0205195 SCALE: AS INDICATED N 05/16/18 M U. d O LL w t Z o 11-- CO = O W H U Y Q = W �a. w�0- a. U�WQ� LUD O>NaN 11'Qowoao 0-0tiWN STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 S5 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (plf) O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN (3)12d (3)12d O(2)2X8 SYP #2 BUILT UP STUD COLUMN BW1 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. NAILS NAILS UPLIFT COVER SHEET. BWZ 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 570 pif MID -SPAN BW3 16" SPF SP4 W/(6) 10d x 12" NAILS 10d SP4 W/(6) x 12' NAILS 570 pif 3rd. PT. BW4 12" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET 1245 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL UPLIFT COVER SHEET STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. NAILS NAILS POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 760 pif MID -SPAN BW6 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 pif 3rd. PT. BW7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN El 12" EMBEDMENT FRAME TO CMU 3140 3140 UPLIFT HTT4 w/(1 8)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. SET TO BEAM: SIMP. HUC410 w/(18)16d & NAILS NAILS FRAME TO CMU 3640 BW8 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 664If p MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. 1020 1175 12 10d x 12" NAILS 10d x 12" NAILS 1110 1235 BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD UPLIFT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED NAILS NAILS 3455 17 BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 plf MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 885 pif 1rd. PT. 3 BW13 16" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 280 plf MID -SPAN @ 32"o c. @ 32"o c. BW14 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 380 pif MID -SPAN MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 @ 24"o.c. @ 24"o.c. SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM STANDARD BEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN (2)META16 OR (2)META20 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. 2 ENGINEERED LUMBER COLUMN PER STRUCTURAL <8>3-1/2"x5-1/4" COVER SHEET. (1)ply 1985 3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL <8>3-1/2"x7" COVER SHEET. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER SHEET. to ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. J U)R0>: 0 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET 1245 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER SHEET STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32' 8d RING SHANK .113" x 2$' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) TO POST: SIMP. HTS20 OR MSTA18 Y o GV J Z eZLLJ Sw : z e 00 O �e TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(8) 10dx12' NAILS OR META20 w/(8) B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)-41 "x24" 1❑ 10d x 12' NAILS. AT PARALLEL TRUSS CONDITIONS USE FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 LTA2 w/(10) 10d x 12' NAILS @ 24" O.C. U.N.O. 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 Z 0 (2)META16 OR (2)META20 H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS 2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 NAILS & (18)4'x24" TAPCONS (2)ply TRUSS (14) 16d x 12' NAILS w (2)ply 1900 (2)ply 1900 (2)1.75"x9.25" LVL H10A w/(18)10d x 12" NAILS OR to H10A 1015 H10A 1140 a (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HTS20 w/(24)10d x 12' NAILS PLATE NAILS & (18)4'x24" TAPCONS J U)R0>: 0 F (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 SEE PLAN FOR WALL WIDTH (2)HTS20 w/(24)10d x 12' NAILS TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO T-11" 1 (10) 10d NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 6❑ H2.5A w/(1 0)8d FRAME TO FRAME 535 600 Cn MTS 12 w/(14)10d x 12' NAILS TO POST: SIMP. HTS20 OR MSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 (2)1.75"x11.875" LVL MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. NAILS & (18)4'x24" TAPCONS El 12" EMBEDMENT FRAME TO CMU 3140 3140 TO POST: SIMP. HTS20 OR MSTA18 HTT4 w/(1 8)16d x 22' NAILS & $" EPDXY ANCHOR w/SIMP. SET TO BEAM: SIMP. HUC410 w/(18)16d & a EPDXY MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 HGT-2 w/(16)10d NAILS w�" EPDXY ANCHOR w/SIMP. SET NAILS & (18)4'x24" TAPCONS 10 EPDXY MIN. 5" EMBEDMENT FRAME TO CMU 6280 6280 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS LTT20B w/(10) 10d NAILS & E" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 18 Efl1290 EPDXY MIN. 7" EMBEDMENT CMU 1500 19 HTT4 w/(18) 16d x 22" NAILS w a" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 Y o GV J Z eZLLJ Sw : z e 00 O �e TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)-41 "x24" H2x10 PLATE TAPCONS 00 LL ON MASONRY: (1) SIMP. MSTAM24 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 Z 0 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x24" TAPCONS O w ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 to TO BEAM: SIMP. HUC410 w/(18)16d & H5.25x11.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)4'x24" TAPCONS J U)R0>: 0 PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT SCHEDULE TO POST: SIMP. HTS20 OR MSTA18 SEE PLAN FOR WALL WIDTH TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO T-11" 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 8'-0" TO 9'-11" 2 NAILS & (18)4'x24" TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 Cn W TO POST: SIMP. HTS20 OR MSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & 2 (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL " U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL " U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Y o GV J Z eZLLJ Sw : z e 00 O �e 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 0 ¢ Z ®O� 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 00 LL 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) Z 0 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) O w 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) to 16d NAILS H5.25x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) J 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH ATTACH KING STUD TO HEADER w/(10) J U)R0>: 0 PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO T-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP 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 PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF & EXT. WALL NAILING SHEATHING NOTES ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) 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 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I- 0 O U W 0 ,,`�r1111111111110 ` •s�io� U i eeeeeeeeeee�e/'% Imo'' % l�2 m a a0 p p O� j _ Y o GV J Z eZLLJ Sw : z e 00 O �e ems -#a U J O p W ;/ ee q eeejesoeeee � 0 ¢ Z ®O� � � LL 00 LL I- 0 O U W 0 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 S5.1 ° �- O 0 Ad ti N � o M LL Ill _ o z Z 0 O Z Z LL W M O w W o C, O U 0 to = W 06 W Z - mom E rrnn H r3 J Z-^� V Q N m z °� J�. W ��^^ J U)R0>: 0 J W S Q=$QW Z? z Ly Z WWaa Z z Ly Z<< w R 0 E OV O LU 2owga w W Z 0 O > Q awn H LL5 = .-. Z Cn W 00 O 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 S5.1 M �- ti N M LL O Cl) LL W M to T- Z O F- to = O WN U �1aZW WWaa W� LU 0 O > ,V .-. wa a.0l`WN � W 00 - -� STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 S5.1 ATI TO tUhtJ UJINU 2SO NAIL) L 4"O.C. I KAF'J tUCitS U51NG 8CI NAILS L 4"O.C. STRAPS SEE DETAIL WF10/SD3 FOR NAILING REQ'D. SEE DETAIL WF10/SD3 FOR NAILING REQ'D. REQUIREMENTS AT DOUBLE TOP REQUIREMENTS AT DOUBLE TOP PLATE AND FLOOR SYSTEM. PLATE AND FLOOR SYSTEM. NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 1 2x4 SPF #1/#2 I 16" O.C. MAX I 16" O.C. MAX 9'-4" 1 2x4 SPF #1/#2 I 16" O.C. MAX I 16" O.C. MAX 10'-0" I 2x4 SPF #1/#2 I 16" O.C. MAX I 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDEREM TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. ROOF FRAMING PLAN 1 /4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ,• �/° LI ch ••. .•• /� °�� CIOLLi ao •.2��- rn U- C=31 coJ O Yo z Z Cc*Q U o 0i Z Q V J p r-1 s Uj o 711 ••••s••N•.�1' �` ¢ Q 0 V �� ♦ J 8 C O z (g4 z O IZ ry U U) W 0 W w STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR U 0 JOB No. DWH-0205195 A w � M N ti N Z yUd J e M 8 C O z (g4 J U c� z z 0 40M 0 Z z � W r (A W U J J ' E TO 06 W Z cfl n Q Z C* z N •- 6 o > M w O I.I NCOLL 0 � LL.1 LL J <OO�v c�o Q=oa"- J F- O zDzwz LU � W>aa E LL W O VO 0 o� EL Q �XLO W F- LL � o = ;W0 Z o STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: M JOB No. DWH-0205195 SCALE: AS INDICATED ti N 05/16/18 M LL 0 O W r Z TO C* i O I.I W F V �QF)w LU � W>aa IL t V�LU Wa� O>NaN -� �a tlOtiWN ;W0 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 S5.2 4 a 17W R _ a e� • d Q dW. d ��•: 1.4 W ;. > g ENTIRE COLUMN TO a BE GROUT FILLED W W .. U.N.O. U) 41, 1 .. ■ d, . d a . 1 1 — 4 a PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 1/2"= 1 1-01, NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEERED TRUSSES PER PLAN @ 24" 0. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. KNEEWALL ABOVE MASONRY WALL ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"1 SQUARE WASHER 2x6x12 P.T. SYP #2 I i CENTER BUCK .-(0 1/2" J -BOLT W/ 5 1/2" EMBED. 1 2x P.T. SYP #2 NAILER _._1._/2' • MIN. OF OPENING W/ (1) 1/4"x2-3/4" 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS -i--- ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT ' MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. r WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" - ' - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS 2 LL: @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY 00 BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR o MFR.'S WRITTEN SPECIFICATIONS --(n >_J!_ Q _T_ 45 DEG. BEVEL CUT 2x6 P.T. SYP #2 BUCK MQ �Q --- _ O END, 1 1/2" ABOVE GARAGE F.F., EA. SIDE _ SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) ARCH PER ELEV 1/2"=1 1-01, LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU �— HEADER (SEE PLAN ARCH PER ELEV 3/4"=1'-0" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER :RAMING DETAILS FOR kDDITONAL 14FORMATION HEADER CAN BE EITHER UPSET OR )OWNSET) !x W/ (2) 16d TOE NAILS EACH END 3) 16d COMMON JAILS (TYP.) !x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. FO SIDE & TOP NAILER >-x BUCKS, O2x SEE GE02/SD2 FOR FB LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OUTLOOKER OR ROOF SHEATHING FOR STRAP ,I OC SHEATHING UP TO MAIN HOUSE PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ `, CANTILEVER 8d NAILS @ 4" O.C. IF REQ'D, PROVIDE VALLEY TRUSS CONV. FRAME OR CLOSURE WALL w/ OPRE-ENGINEERED VALLEY TRUSSES PER SINGLE TOP AND BASE A ' J O PLAN PLATE w/ (2) 16d NAILS EXT. SHEATHING; s TO TRUSS. STUDS @ ATTACH PER NAILING O.C. 24" O.C. & EXT. SCHEDULE / SHEATHING INSTALLED C <8> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR PER NAILING PATTERN CONT. PLYWOOD ROOF B SHEATHING PER NAILING RAFTER I SCHEDULE OR OPT. 2x4 1/2" x 8" ANCHOR BOLT W BLOCKING PERP. TO EA. E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ VALLEY TRUSS NAILED C CRICKET AS REQUIRED TO TRUSS BELOW @ 24" Z =) Z Q Q w O E E OU O O.C. W/ (2) 16d NAILS TYP. FINISH PER ARCHITECTURAL PLANS MAIN SPAN ROOF ATTACH TRUSS TO ROOF TRUSSES PER PLAN OR CURVED TRUSS TRUSS BELOW USING PLATE NAILED @ 6" O.C. STAGGERED G (3) 16d NAILS MAIN SPAN ROOF . 2x BLOCKING W/ (3) 12d TRUSS d.. TOE NAILED @ EA. END UPLIFT CONNECTOR UPLIFT CONNECTOR MASONRY WALL (SEE SCHEDULE) (SEE SCHEDULE) u MASONRY WALL H SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY jl�EO GABLE END AT VALLEY FRAMING CONNECTION TO TRUSS 3/4"=1'-0" O2x STUDS @ 16" O.C. FOR KNEE WALL FB LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT SPACING ROOF SHEATHING FOR STRAP ,I OC CONT. ROOF SHEATHING NAIL PER PLAN F UP TO MAIN HOUSE PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ `, OTO TOP CHORDS OF TRUSSES BELOW WHEN WALLS SHALL BE ATTACHED BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D ATTACHED TO MIN. BELOW AND CONNECT w/ HTS20 @ 32" O.C. \ OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW WALL STUDS W/ (2)-16d NAILS A ' J O 2x PLATES OVER ROOF DECK PER VALLEY @ 12" O.C. � s FRAMING DETAIL 1 O.C. B O H DOUBLE TOP PLATE / A K C <8> SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR 2 B O.C. 2 1 /2" RAFTER I W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT W Z E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ W C JO STRUCTURAL SHEATHING PER PLAN AND ROOF Z =) Z Q Q w O E E OU O G FINISH PER ARCHITECTURAL PLANS E ATTACHED PER ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING PLATE NAILED @ 6" O.C. STAGGERED G NOTE' SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D DORMER FRAMING DETAIL NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN SPACED "TITEN HD ANCHORS W/ 01N. 1 2' EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D 2x BUCK DETAIL (2) 2x PLATE @ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP I BUILDER FRAME OF WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE O FO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE 1/2"=V-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" P.T. BUCK FASTENER SCHEDULE LAST STUD OF — TAPCONS SPACING KNEE WALL JOINING LAST STUD OF KNEE WALL 3/16" x 2 1/4" UP TO MAIN HOUSE JOINING UP TO MAIN HOUSE NI II I WALLS SHALL BE WALLS SHALL BE ATTACHED (2) 2x TOP PLATE ATTACHED TO MIN. TO MIN. (2) 2x FULL HEIGHT ( (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS I WALL STUDS W/ @ 12" O.C. 2x4 (2)-16d NAILS @ 12" 12" O.C. 1 O.C. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN WALL STUDS W/ WITH STUDS 16" O C WI FOR BEAM SIZE 12" O.C. @ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP I BUILDER FRAME OF WALL TO BOTTOM OF RADIUS AS REQ'D BEAM. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE O FO KNEEWALL AT DOWNSET BEAM 3/4"=1'-0" MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE JVFO KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE 1/2"=V-011 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D 3/4"=1'-0" P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 UP TO MAIN HOUSE 3/16" x 2 1/4" 191, Q 1x8 3/16" x 2 1/4" 12" O.C. 2 FOR BEAM SIZE (ONLY ATTACHED TO MIN. 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" " WALL STUDS W/ 2x8 3/16" x 3 1/4" 12" O.C. 2 NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE LAST STUD OF U ° M ti QC CHECK: KNEE WALL JOINING JOB No. DWH-0205195 I (2) 2x TOP PLATE UP TO MAIN HOUSE 05/16/18 Q (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY ATTACHED TO MIN. W I IF OPENING PROVIDED (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" O.C. 2 1 /2" /� FZC��8 I W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT W Z SHEATHING FROM OR TITEN HD @ 32" W I TOP OF WALL TO O.C. & 6" FROM EACH Z =) Z Q Q w O E E OU O BOTTOM OF WALL. END FT1• ATTACHED PER 2x PT BOTTOM = NAILING SCHEDULE PLATE �' OTHERWISE SP2 CLIPS PRECAST LINTEL OR . EACH STUD TO BEAM KNOCK OUT COURSE d.. ABOVE AND SP1 CLIPS EACH STUD TO MASONRY WALL BOTTOM PLATE "FOKNEEWALL AT MASONRY WALL RE. ELEV FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION ai- TOP OF MASONRYY SEE ARCH PLANS FOI OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID WINDOW PER FLOOR PLAN w PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS I1.EXT FINISH PER PLAN 1" ELEV 0'-0" CONC. SLAB - ` VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO I I-� MASONRY WALL PER PLAN SEE FOUNDATION DETAILS FOR FTG INFO NOT USEDS01 TYPICAL ONE STORY CMU WALL SECTION _C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. MAIN FLOOR 3/4"=1'-0" W F- 0 Z O W 0 W W STRUCTURAL ENG: BAD DRAFTING: U ° M ti QC CHECK: k JOB No. DWH-0205195 0 AS INDICATED DATE: 05/16/18 Q U ` °9 M W W U. /� FZC��8 WL Q Q Q M r W Z P:O~J-(p LLCC J U) 0u��o>-0 8 1— W <00W: (%i Z. -w z �.� Z =) Z Q Q w O E E OU O V �owfga LU 0W Q Of F– W W Cl) = Lo Z O 07 0 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: M ti QC CHECK: MRB JOB No. DWH-0205195 ti N AS INDICATED DATE: 05/16/18 M U. d O C0 LV Lo LL Z u p H = O W 1- V _jaZw w w a a LU j3 o>�aN -_ a�I`!YLuN STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 SIMPSON—., DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE I 1 11 FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. CLEARANCE BETWEEN 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM INSIDE FACE OF CMU WASHERS (MIN. 6" CHORD BRACING @ 16" PLYWOOD SHEATHING & AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM J -BOLT EACH END AND 32" ATTACHMENT W/ (3) NAILING PER O.C. MAX. (D 10d TOENAILS EA. END w PLAN SHALL io MIN. (2) TRUSS BAYS U)RUN CONT. BACK FROM GABLE J ACROSS GABLE 2x8 P.T. PLATE, CANT. Q c J TO BOTTOM OF FOR CLG. NAILING = U END (MIN. 48) FALSE BEAM. SURFACE o m 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS O GABLE END W/ 12d NAILING GABLE END TRUSS TO = NAILS @ 6" O.C. SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE (1) #5 CONT. TOP AND BOTTOM 2x4 #2 SYP BLOCKING CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BELOW BETWEEN W/ SINGLE BOTTOM & TOP PLATE CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GEO GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING ROOF SHEATHING ROOF SHEATHING PER (2)16d NAILS PLT. TO SPAN 2'-0") w/ (2) 16d 2'-0" MAX PLAN END NAILS EA. END STUD TOP &BOTTOM (TYP.) (END NAIL PLTS 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — ,MkVARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - IOTE: PROVIDE ADDIT'L REQ'D ILOCKING AS REQ'D 2x8 #2 SPF STUDS @ 'ER HIB -91 & TRUSS 16" O.C. TYP. 4ANU.'S DRAWINGS; ,EILING GYP. BD. IS 2x8 #2 SYP PT BASE JOT A DIAPHRAGM PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" NOT USED (150 MPH EXP. B) 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 these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) 1'-9" MAX ol HOLD WALL 3-1/2" DOWN FOR OUTLOOKER 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H:!S 7'-0" (1) 2x4 BRACE 7'-0" < H!E 91-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H:614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:E18'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING TRUSS PER PLAN 3/4"=1'-0" 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. L CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY \ \ REQ'D w/ \ STRONGBACK, SEE \ CHART \ GABLE BRACING (+) SEE CHART SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. 2x4 BLOCKING (2) 1` W/ (2) 12d END NAILS NAILS, TOENAILED @ EACH END EACH END.AT 24" C TRUSS PER PLAN TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF STRONGBACK IF REQ'D PER CHART A GABLE END SHEATHING FASTEN PER LAN. \ • ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE SIMPSON LTA2 DOUBLE TOP PLATE BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEB LINTEL SEE PLAN ' �P' MIN. 4 1/8" EXTERIOR SHEATHING. EMBEDMENT OR g ATTACH PER PLAN SIMPSON META16 a FROM TOP OF WALL STD CONDITION @CMU w TO BOTTOM SHEATHING PER PLAN 16'$O.0 PF STUDS AT SIMPSON DTC, (2) 8d 1/2" x 8" J -BOLT @ 32" ►�►►orlirrrrii�i NAILS INTO BLOCKING, U o O.C. AND 6" FROM EA. (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER ••••......,. /�/j� i,� PLATE LINTEL SEE PLAN WI PLATE W/ 1/2" x 8" TRUSS PER PLAN Z ANCHOR BOLT OR MSTAM-24 TYP. EA. N Y o Z J TITEN HD @ 32" O.C. & SIDE OF EA. STUD. J _ TRUSS PER PLAN 6" FROM EACH END CENTERED BETWEEN a FRAME AND CMU SEE WALL SPLICE DETAIL "e FOR REQ'D FLASHING t SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION a@ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN 10 (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION fiF06�\NO_N-B3EAR_INGWALL CLIP DETAIL VAULTED CONDITION a@ CMU Nz. TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS �— LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL 2x4 BLOCKS, (2) 1El NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. 4THING PER PLAN RE O.H. IS > 1' " P END GABLE -OOKERS @ 24" TO RUN BACK TO :COMMON TRUSS y ( (3) 12d TOENAILS NECT TO DROP -E WITH H2.5 CLIP=- W 2'-0" O.H. 2 i I� T. 2x4 i @ 24" O.C. LE END ATHING FASTEN PLAN CE AS REQ'D 'SON H10A DIAG !LOCKING VIDE 2x BLOCKING NAILING PLAN FOR PORT AND TIE IN OF JACK SSES PROVIDE BLOCKING BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** GABLE END @ FLAT CEILING W/ BOSTON HIP PER HEADER SCHED,THEN ATTACH ADDIT'L KINGS AS REQ'D. TYPICAL HEADER DETAIL 3/4"=1'-0" 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WALL SCHEDULE FOR MORE INFO. NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. DOOR OPENING NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TO WF01/SD1 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. ! STUD U.N.O. SEE BEARING WOOD WALL ! SCHEDULE ON NOTES & CONNECTORLEGEND i SHEET ! Z O H U W D I� ►�►►orlirrrrii�i U o • o ••••......,. /�/j� i,� WI Z Z� O POOJ_ N Y o Z J - * FW— 0,Q_ O ¢ O•Z= J _ 0` U coo .,. cS � �•• J • a° I— ���lrllll�e�w _ am W m LLL Z O H U W D I� SD2 U o • o N`�r Z 8 o J 'a U coo .,. cS • a° I— z _ am W z C co J W J Q06 W Z co r o fn U zUPR Q W o iZ5 rn N Z&50E-3:a J to EEO o 8 X: J 0 Wo N W Z p <<LU 0 W Q Mga W = F- Z U -o O W 0 M ti N M J LL 0 0 0 LL W W) Z V- 0 = 0 W F-- V �1a�W WULLI I- Uj aa V�WQ� O>NaN it Q T W 00 - a.0 ti W N STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DM -0205195 SCALE: AS INDICATED DATE: 05/16/18 SD2 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. n/ TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. —� PENETRATION OF WITHIN 48" OF SPLICE MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON CONNECTION PSPN516Z W/ (12) 16d MEMBERS ONLY NAILS TYP. TOP & BOT. O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. 2x4 SYP #2 OR OTHERWISE 2x4 WALL BEYOND _ z -�H w - _j AGAINST 2x8 STUDS O.C. ATTACHED PER I I I I I I (WF08/SD3) ATTACH 2x8 STUDS TO NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS TOP PLATE W/ (4) 12d a TOE -NAILS TYPICAL AT ALL LOCATION TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE TOP PLATE TO FRAA PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PANEL W/ (2) 10d NA W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW (SOLID BLOCK W/ 2x6) NAILING REQUIREMENTS THI DETAIL FOR ALL TOF PLATE SPLICE LOCATIONS) TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE �— PRE -ENG. ROOF 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 2 OR HORIZONTALLY SEE PLAN FOR TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ CONNECTION F1 SECTION @ DOUBLE BEARING MEMBERS ONLY LL z3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I SHEATHING W/ 8d NAILS 6" TT 1T I f O.C. AT EDGES AND 12" O.C. SDS SCREWS @ 16 W O = 20 U NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d COMMUNITY SPECS TO MASONRY w/ 2x 2x4 SYP #2 OR WALL SPLICE, FIELD z -�H w - _j NAILS @ 3 O.C. O.C. 5 I I I I I I VERIFY IF REQUIRED a= 0 w w w ' ' O9 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS @ 32" O.C. & MIN. 6" FROM a —_ —_ — JLIa EXCEEDS 2'-0" ADD AN = O @ 3 O.C. IN HORIZONTAL CONDITIONS III CENTER OF EACH STUD TO _ _ _— I I I I CMU @ 32" O.C. MAX ATTACHMENT BY CL U) z 40 NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. PLATE W/ (3) 12d NAILS @ MANUFACTURER'S III WALL SHEATHING STAGGER NAILS AS O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III III I I I I I I SPLICE, SEE SPLICE 5 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III III I I I I I DETAIL. MAX 1/8" 2 I11 OPENING I SPACE BETWEEN w w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & i III 4 I I PANELS w BOTTOM III I I I I I I II T w III 3 111 I II II � o: gZ nm III AROUND III I I I I I I 2x STUDS BEYOND, 0 O " O EXTERIOR SHEATHING III OPENING III I I I I I I SEE PLAN FOR MORE � w PROVIDE PIECE OF III _ _ _ III II I I I INFO Z_ t- O ZF- �mZ o E 1.- SHEATHING BETWEEN III I I I I I I I I I I Q¢0 �O�ga(D w= `/' 2 EXTERIOR WALL 0 Q 0 0 11 I I I I I I I W (n Q w af �O Z wC)� O SHEATHING & BLOCKING. I I_IL_�_ 11L_JJ__l.L__IL_ �= O 0 r -O SHEATHING TO HAVE �� U) ca i SAME THICKNESS& U` O U_ 00 STRENGTH ORIENTATION FLOOR SYSTEM "af N AS EXTERIOR WALL — — — — — --------- - M SHEATHING CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP LL OPENING SIZEBEYOND SEE PLAN 10, SHEATHING DIAGRAM 2x6 BLOCKING PLACED w (2) ROWS OF 8d NAILS O � FLATWISE W/ (2) 16d 0UL @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL Lo Z ROOF SHEATHING, X %-a NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE _ 0 ai SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) Zx TOP PLATE U @ EACH STUD (2) 12d NAILS @ YapW EACH ENDPRE-ENGINEERS W>a I— Uj IL a YPLAN i U�WQIt SIMPSON LSTA30 W/ LU ROOFTRUSS-SEE (22) 10d NAILS (ALL z FRAMING PLAN FOR W) W 00 CORNER CONDITIONS � In M N SPACINGEXTERIOR i STRUCTURAL ENG: BAD SHEATHING DRAFTING: STRAP AROUNDw i i -STRUCT: SEE PLAN FORNAIL > QC CHECK: PER PLAN MRB TALLER STUD) w JOB No. CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. _fT SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE �— PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x INSTALLED ABOVE, FASTEN UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) C' 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE a II /SEE FOUNDATION PLAN FOR ADDITIONAL �d �I __4 INFO SIDE VIEW @ BASE OF POST rCDO' CORNER COLUMN FRAMING SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. F18\ STEP @ BEARING FRAME WALL 11 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS W/ (2) 1/4" X 3%" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 12 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP @ 4" O.C. TRUSS AND SHEATHING PER PLAN 2x4 SYP #2 LEDGER. INSTALLED ABOVE, FASTEN TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4%" SIMPS.7 CONV. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; 16" O.C. FASTEN EXT. TO GABLE END STUDS SHEATHING W/ 8d NAILS 6" 3'-0" MAX W/ (2) 1/4" X 3'/" SIMJPT O.C. AT EDGES AND 12" O.C. SDS SCREWS @ 16 FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x 2x4 SYP #2 OR SYP #2 LEDGER w/PRE-ENGINEERED x 2 3/4" TAPCONS ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL @ 32" O.C. & MIN. 6" FROM PLATE .,,., PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION o—° °-0 0 0 0 0 0 D= NAIL SPACING - ° O O ° O O ° ° 0 ° M N IT — I — — PER NOTE #2 co I D I I SHEATHING PER PLAN WALL DOUBLE TOP I D/2 PLATEPER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING v S S PER NOTE #1 M M _o _ SINGLE NAIL EDGE SPACING NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8 MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS PRE ENGINEERED @ 4" O.C. TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO LEDGER TRUSS W/ (2) 12d TOENAILS 2x8 SYP #2 P.T. VERTICAL @ 2x4 PT LEDGER W/ 16" O.C. FASTEN EXT. a • SHEATHING W/ 8d NAILS 6" O.C. O.C. AT EDGES AND 12" O.C. SFF FI FV Fnp IN FIELD. FASTEN TOP PLATE TO VERTICAL STUDS m' W. (4) 12d NAILS 2 GG HGAM10 TOP AND BOTTOM o PLATE TO CMU WALL W/ (4) M ,. 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU @ 32" O.C. & MIN. 6" FROM a ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN .. ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO HEADER @ POCKET SLIDER 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON I NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE I BOARD W/ A35 ON ONE SIDE I _ OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) I FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B L SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24"� O.C. MAX. CF01 FIELD FRAMED VALLEY DETAIL NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 1 Od x 3 COMMON 0 2 1/2" 0 z w 1 1/2" 0 w N W Q 04 N N 10d x 3" COMM( 10d x 3" COMMON OPP. I z ' I SIDE 0 0 II � I a_ co U) 10d x 3" COMMC OPP. SIDE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN TYPICAL BUILT-UP STUD COLUMN DETAIL BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS `?ko qA TO ROOF SHEATHING, ?oFlq�o TO ch. rFASTEN PER PLAN HG,T T� 2 1/2" EDGE 2x SCAB w/ 10d NAILS @ 4" O.C. PER -ENG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN CMU WALL PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT 2x SCAB w/ 10d NAILS CONDITION @ CMU WALL TYPICAL SCAB OVERHANG 3/4"=1'-0" NOT USED JP - 2X8 RIDGE BOARD - FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. �i QTc me ins 2X4'S 0 z w �t c C < a u a EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. CFF FI F\/ F(lR CONDITION @ FRAME WALL LEDGER @ LOW ROOF 10dx3" 10d x 3" OPP. SIDE1� ��� °�•� ��j%�i�� Uj rn 4..- % O a opo O O. , z CV Uj - ! w a[�Q= Y ua,�, �. ~¢ O0 Z _ Z WCE PER 'y'44` z sn ` QO J �� N. of ��/ O STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN 1/2"=1 1-01, 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. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" > 0 > a U W O 1 @ 4" O.C. PER -ENG TRUSSES - 2x FASCIA PER PLAN (2) 8d TOE NAILS TO - LEDGER TRUSS CONNECTION PER PLAN 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. PLAN SFF FI FV Fnp CONDITION @ CMU WALL TYPICAL SCAB OVERHANG 3/4"=1'-0" NOT USED JP - 2X8 RIDGE BOARD - FASTEN CONY. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. �i QTc me ins 2X4'S 0 z w �t c C < a u a EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. CFF FI F\/ F(lR CONDITION @ FRAME WALL LEDGER @ LOW ROOF 10dx3" 10d x 3" OPP. SIDE1� ��� °�•� ��j%�i�� Uj rn 4..- % O a opo O O. , z CV Uj - ! w a[�Q= Y ua,�, �. ~¢ O0 Z _ Z WCE PER 'y'44` z sn ` QO J �� N. of ��/ O STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN 1/2"=1 1-01, 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. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" > 0 > a U W O 1 U - o > GG z Uz o cS ° — D W z Q (D i W 0 w gZ nm W Z 0 Uj_ ' W Z —1 0 w >- C) 8 QOOwv W Z�wY ZF- �mZ o E 1.- Q¢0 �O�ga(D W 0 Q 0 0 1 W Z wC)� O = (n O i N > M LL i w O � 0UL W Lo Z X %-a .1 0 _ 0 ai W U YapW W>a I— Uj IL a i U�WQIt LU O 5; C4 W) W 00 i � In M N i STRUCTURAL ENG: BAD DRAFTING: i i -STRUCT: MR > QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 SD3 NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED NOTE: NOTE: TRUSSES TO BE P.T. IF ROOF TRUSS-SEE FRAMING PLAN FOR ROOF TRUSS - SEE WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING 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 OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER LATERAL LOADS PLAN FOR SIZE AND LATERAL LOADS TRUSS STRAP -SEE PLAN FOR SIZE AND FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER SHINGLE OR TILE PER PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) F SIMPSON SP4 W/ (6) ROOF TRUSSES AT 24"ATTACHED PER ATTACHED PER F�<< 10d x1-1/2" @ 24" O.C.<<S 10d x1-1/2" @ 24" O.C. ARCHITECTURAL O.C. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA24 S�F�c� (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 yFc°T ELEVATIONS. STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & S 8 @ 2x8 STUDS) DS NAILS. BEND STRAP NAILS. BEND STRAP PRE-ENGINEERED OVER TOP PLATE MAX. 2 OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE ROOF TRUSSES @ 24" TYPICAL TRUSS TO SIMP. HTT4 3", THEN RUN DOWN U.N.O.2x SPF TOP PLATE 3", THEN RUN DOWN FRAME CONNECTION. �„ U.ON PLAN U.N.O. ON PLAN O.C. W/(18) 16d x 22 NAILS FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ SEE STANDARD HEADER - SEE 2ND TO POST (U.N.O. ON HEADER HEADER - SEE 2ND HEADER -i CONNECTOR NOTES FLOOR PLAN FOR MIN.' Q FRAMING PLAN & 5" FLOOR PLAN FOR MIN. ��►Illlllll�o rn TYPICAL TRUSS TO HEADER SIZE & REQ'D �i V* ALL THREAD W/7' MIN. \ \ HEADER SIZE & REQ'D ", �e� �s W cl) FRAME CONNECTION. EXTERIOR SHEATHING JAMB STUDS � * !J, , �, d SEE STANDARD EXTERIOR SHEATHING •. sf W REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 FROM TOP OF WALL JAMB STUDS ••••.•••••••�41/, //� 00 op CONNECTOR NOTES BUILT-UP COLUMN BEAM USING SIMP. SET STRAP CENTERED FLOOR TRUSS SEE TO BOT. (RIBBON/ • ?i 0 Y ° INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN FROM TOP OF WALL 'tv` LLO 0 N Z PLAN AND GIRDER/BEAM FRAMING PLAN FOR BEAM) ATTACHED PER • w o�• Q BEARING PRE-ENGOL YYYY. FLOOR PROVIDE SOLID CONNECTION INFO. NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR �'. 000 J _ SYSTEM . IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS BELOW W/ (22) 10d AND WINDOW IS SYSTEM (RIBBON / . *! , f . Z =� Uj NAILS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET v z° a O' O w Q SEE PLAN FLOOR GIRDER OR �; > D SYSTEM INSTALL COL. EVEN WITHIN SHEET FOR MORE INFO W/ 2x CRIPPLE STUDS PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS .• Q z MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO LOWER: (1) 2x SILL ' Q KNEEWALL & PROVIDE FLOOR TRUSS TOENAILS. EXT.: .000000•0 SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d HEADER OPENINGS PLATE W/ (2) 10d �i� 8 * p eeee hs ILL UNDER COLUMN NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x TOENAILS. EXT. w DBL. TOP PLATE ABOVE fiso TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS SEE ARCHITECTURAL ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x w BAND JOIST & BLKG 3/4 -1'-0 3/4 =1 -0 TOENAILS AT EA. END SILL PLATE W/ (2) 10d 0O PLAN FOR OVERHANG HDR. PER PLAN LARGER THAN 4FT: (2) INFO OR LVL GIRDER OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35(2) 2x SILL AT WINDOW TOENAILS. OPENING U MIN 2x4 SPF #2 STUDS 2x 2ND FLOOR STUDS WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) (D (2) SIMPSON LSTA18 CRIPPLES @ 16 O.C. AT E CRIPPLE STUDS z WINDOW AS MTSC40 POST ABV. TO SEE PLAN FOR MORE CLIP AT EA. END FOR �� 2x SILL PLATE W/ A35 AT EA. END NAILED TO o W @ 16" O.C. SEE PLAN POST BELOW U.N.O. STRAPS CENTERED @ OPENINGS GREATER W/ (2) 10d TOENAILS CLIPS EACH SIDE W/ 2x (— SCHEDULED FOR MORE INFO. STUD PACK W/ 10d PROVIDE SOLID FLOOR W/ (14) 10d THAN 4' BUT LESS T&B (PLYWOOD CRIPPLES @ 16" O.C. m Q A A NAILS @ 8" O.C. THEN � BLOCKING WITHIN FLR. NAILS THAN 6' SHEATHING REQ'D W/ (2) 10d TOENAILS Q EXTERIOR FINISH PER SEE FLOOR FRAMING STUDS @ 16 O.C. p T&B (PLYWOOD PLAN INT. FINISH PER PLAN SYSTEM TO MATCH PLAN FOR FLOOR SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d w SYSTEM INFO. ( ) 2 SEPARATE SHEATHING SHEATHING REQ'D 0 COL. DIMENSION W/ 18 10d x 21" NAILS -- - --- 2x BOTTOM PLATE W/ REFER TO PLAN FOR TOENAILS AT EA. END T&B) w MID-SPAN BLOCKING 3 TO POST (U.N.O. ON LUNDER WINDOW OF SILL (MAX OPEN'G U.N.O. (2) 12d AT 12" O.C. BUILT-UP COLUMN ATTACH 2x STUDS W/ () 2x STUDS FRAMING PLAN) & 8" WIDTH 4'-0"). USE A35 INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR UL 3/4" FLOOR SHEATHING STRAPS CENTERED @ EMBEDMENT INTO TIE OPENINGS GREATER O INSULATION PER PLAN ATTACHED PER BEARING WALL PER FLOOR W/ (14) 10d BEAM USING SIMP. SET THAN 4' BUT LESS z PLAN BEYOND i CALIFORNIA CORNER A-A 0 SEE DETAILS WS 10, NAILING SCHEDULE NAILS EPDXY THAN 6 WS11 OR WS13 FOR COLUMNS (2) SIMPSON LSTA18 W 0 FLOOR TRUSSES SEE> ADDITIONAL MID-HEIGHT BLOCKING (2) SIMPSON META16 STRAPS CENTERED @ INFORMATION THIS PLAN FOR DEPTH AND PER BEARING WALL 2x TOP &BOT. w FLOOR TRUSS TO FLOOR W/ (14) 10d DIRECTION MASONRY WALL NAILS RIBBONS, CONT. SHEET SCHEDULE \ w NOTE: ALL FLOOR (3) 2x STUD PACK NOTE: ALL FLOOR (1) SIMPSON 30 V TRUSSES TO BE P.T. IF COLUMN BASE EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF STRAP CENTERED O (A NO MOISTURE CONNECTION PER FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN _j W BARRIER (FELT PAPER PLAN MASONRY ATTACHED (FELT PAPER OR SIM) IS Q 0 OR SIM) IS PROVIDED PER NAILING ATTACH 2x STUDS W/ PROVIDED AND GIRDER/BEAM FOR FLOOR BEARING REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION 1/8" GAP BETWEEN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS � FOUNDATION PLAN STANDARD CORNER A-A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION w SEE PLAN t .:: :, . ;. :..:'" ;:: �` ±: ':. ` " SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED ON _ FOR FTG. INFORMATION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR a BOND BEAM I �=I_. y'..• :' I—� I=i SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR -- �_� '' • ;..; :• I I=III= MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS BEAM 00 FLOOR SYSTEM DRAFT _ _ SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d MASONRY WALL SEE STOPPING AT 1000 SQ I 1--i — _ 1=1 PLAN IS INDICATED, BASE STRAPS ARE REQ'D ON V — I=I I (= SINKERS AND (14) Y4"X2 Ya" TITENS TO MASONRY BOTH SIDES OF THE WALL PLAN FOR MORE INFO Z W FT MAX: DRAFT Q LINTEL AS PER PLAN � STOPPING MATERIALS rS a MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER S09 2nd FLOOR CORNER FRAMING ATTACHMENT fis—o'kHEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM w WD. HD" " . HT. BE 1/2" GYP BOARD OR 3/4"=1'-03/4"=1'-03/4"=1'-0" 3/4"=1'-0" a U o SEE PLAN 15/32" OR 7/16" OSB. = A ATTACH TO FLOOR U FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN FLOOR SHEATHING SHEATHING PER PLAN �' TRUSS W/ 8d NAILS AT w �--� z o NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING PER PLAN ATTACHED ATTACH PER NAILING O GQ $ 16" O.C. TOP AND SHEATHING PER PLAN BOTTOM CHORDS 2x STUDS , SEE FRAMING NOTES NAILING SCHEDULE SCHEDULE PER NAILING SCHEDULE Cl)U o . FRAMING NOTES 2x STUDS ,SEE z PRECAST SILL OR SILL FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE ATTACH PER NAILING U a 8 FRAMING PLAN FOR SCHEDULE O z ' PER WINDOW SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, 2x4 #2 SYP BLOCKING U 2x4 #2 SYP BLOCKING SPACING AND GRADE CONTINUOUS FROM > 1 I `,I o Q m MANUFACTURER @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE @ 48' O.C. W/ (2) 12d O W WRITTEN TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TOP OF TOP PLATE TO TOENAILS EACH END w TOENAILS EACH END SYS. 42 FLOOR TO VERIFY SIZE GIRDER TRUSS PER d SPECIFICATIONS 2x BOTTOM PLATE W/ A35 EA. END TO VERIFY SIZE BOTTOM PLATE. 2x BOTTOM PLATE W/ 0 Z TRUSSES @ 24 O.C. 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/ PLAN BEARING WALL PER 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. � C� 2 12d @ 12" O.C. (2) 12d @ 12" O.C. PLAN AGAINST TRUSS p W U M EXT FINISH PER PLAN AGAINST TRUSS () SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" U W � r (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" p 0 rn w O.C. WALL SHEATHING O.C. WALL SHEATHING W/ (3) 12d NAILS EACH O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING DOUBLE BOTTOM W/ (3) 12d NAILS EACH ° p E VERT REINF. BEYOND PLATE END w TOP CHORD p (� Q z C-4 m END TO BOTTOM PLATE/ EA. END o z TO BOTTOM PLATE/ ( O 06 H z co " 8 • TOP CHORD TO BOTTOM PLATE/ TO BOTTOM PLATE _ o� PRE-ENG FLOOR TRUSS TOP RIBBON 2 H5 EA. FLOOR = x Q °> J co 2x SYP #2 RIBBON (MIN () Z U g OR FIELD FRAME 2x4 2x SYP #2 RIBBON (MIN 2x4 TO TRUSS W/ 4 TRUSS TO DOUBLE W J U O0 ,`� m LL MASONRY WALL PER ,a ' ) () BOTTOM PLATE, SLIT FLOOR TRUSSES PER _ a O W .J ° }F. O PLAN SYS. 42 FLOOR KNEE WALL, STUDS @ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM ,� Q o o �: �.r • CONC. SLAB - TRUSSES @ 24" O.C. 16d NAILS; BOTTOM RIBBON TO BE PT IF FLOOR DECKING TO PLAN z J p O iii o 16" O.C. W/ (2) 16d NAILS SEE TRUSS LAYOUT O I— O SEE FOUNDATION (MAX) RIBBON TO BE PT IF BRG DIRECTLY ON ACCOMMODATE Z z � z w z E @ EACH END. TRUSS TO FOR HANGER < Q ¢ w Y o i PLAN FOR MORE INFO BRG DIRECTLY ON CMU CMU STRAP Q F- O w = FIN. FLR. CMU W/ STRAP PER ATTACH TRUSS U o g a 0'-0" % I • — STANDARD CONNECTOR (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ BOTTOM CHORD TO W Q � NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL BEAM BELOW W/ 2) w w M ' .a.. 2x RIBBON OR ( W H" w U GRADE ! �� MASONRY WALL PER r (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d BEAM PER PLAN ROWS 1/4"x3" SDS = Z O • I..BOTTOM RIBBON MASONRY OR MTS12 RIBBON SCREWS @ 12" O.C. _ (n O PLAN O.C. WALL SHEATHING PLAN OR (3) 16d TOENAILS �- TO BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME MAX. � SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOORSHEATHING &CMU WALL NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF U NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE (2) ROWS 8d NAILS @ z 3" O.C. WALL Q M BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER VTRUSS PER PLAN SHEATHING TO BEAM p ti OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED O N U M U fi_S_0,�TYPICAL TWO STORY SECTION -SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiSl�FLOOR TRUSS TO GIRDER CONNECTION S1 PARALLEL TRUSS TO DROPPED BEAM z –� U_ "_ p 3/4"=1'-0" 3/4"=1'-0" 3/4"=1-0" 3/4"=1'-0" 3/4'-1 -0 3/4"=11_011 III 0 FLOOR SHEATHING SHEATHING PER PLAN PER PLAN ATTACHED ATTACH PER NAILING JOIST 2nd FLOOR WALL; SEE I.L. >-- PER NAILING SCHEDULE PLAN FOR MORE INFO. z (� SCHEDULE IF SHEATHING IS NOT Q 2 r' Q 11 2x BOTTOM PLATE W/ CONT. TO BOTTOM OF O Q F— FLOOR TRUSS, (2) 12d @ 12" O.C. CONTRACTOR TO SIMPSON LSTA18 (1) ROW 8d NAILS @ 3" PROVIDE ADEQUATE STRAPS FROM EA. z J O.C. WALL SHEATHING WATERPROOFING. NO STUD TO TRUSS REQ'D w FLOOR TRUSSES PER z J Z PLAN TO BOTTOM PLATE/Y Q — W CONCRTE SLAB F. TOP RIBBONPERMITTED 4 g SEE ARCH DWGS FOR z W >a a 1 2x SYP #2 RIBBON (MIN a TOPPING INFO W W a LL z 2x4) TO TRUSS W/ (4) w 2 U J Z a Q 16d NAILS; BOTTOM a 3/4" PLYWOOD FLOOR W Uj w RIBBON TO BE PT IF SLOPE w DECKING ATTACHED — C7 CM BRG DIRECTLY ON --' PER NAILING 0O O C4 Q LL<- CMU SCHEDULE w !Y Q Lo W CO CL I%-SLOPED BALCONY z N FLOOR JOIST (12" TALL) W/ LUS26 OR w STRUCTURAL ENG: BAD (2) H2.5A TRUSS TO LUS46 TO LEDGER p � DRAFTING: BEAM U.N.O. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING 3 LEDGER W/ 2x12 #2 SYP CONT. _ TO BOTTOM RIBBON F-STRUCT: MR BEAM PER PLAN SDS SCREWS) 1/4"x4-1/2" EQ. � -- SEE WS10/SD4 FOR QC CHECK: MRB (2) ROWS 8d NAILS @ ADITIONAL INFO = SPACED VERTICALLY @ D 3" O.C. WALL 24" O.C. AND @ EA. END JOB No. DWH-0205195 }:. _jSCALE: AS INDICATED SHEATHING TO BEAM VERTICAL (MIN. 2" FROM Q TOP &BOTTOM) z DATE: 05/16/18 w S� g PERPENDICULAR TRUSS TO DROPPED BEAM BF01 SECTION AT BALCONY - NOT USED w _U SD4 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 OR MTS12 MAY BE USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR MSTAM24 EA. SIDE OF USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 2x BLOCKING W/ (2) 12d TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) 3/4" TAPCONS PERSTRAP; CENTER CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN 2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE MASONRY WALL AND 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d FRAME WALL TOENAILS EACH END FLOOR TRUSS PER ATTACHED PER FLOOR SHEATHING (2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE ATBLOCKING W/ SIMPSON SIMPSON HTT4 AT NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS USE (4) 10d & (2) 10d INSTEAD OF INDICATED NAILS. UNDER EXTERIOR FLAT STRAP. WINDOW JAMBS USE SEE PLAN INTERIOR FLAT STRAP SEE PLAN (2) 2x6 W/ HUC26-2. IS STILL REQUIRED AT JAMB STUD CONDITION LOW ROOF TRUSS SEE TRUSS PLAN FOR SEE ARCHS FOR —� LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH CONNECTIONS ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER — MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN OR WOOD WALL PER ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) VS14 SECTION @RAISED HEEL TRUSS Asi� SECTION @ COMBO TRUSS (2) 2x SYP #2 BUILT-UP STU[ COLUMNS 1/2"=V-011 SER BY OTHERS 3S PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER @ GIRDER 3/4"=1'-0" 1/2"=11-01. WALL SPLICE DETAILS EXTERIOR SHEATHI"'^ WALL SE EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" ROOF AND EXTERIOR TO BOTTOM OF SILL ARCHS O.C. - SEE FRAMING PLATE ATTACH PER r ---------------------------I PLAN FOR MORE INFO. NAILING SCHEDULE IMIN. 2x6 #2 SYP 2x4 BLOCKING ROOF SHEATHING — ISIMPSON H2.5 EA. BETWEEN STUDS W/ ATTACH PER NAILING SHEATHING PER PLAN (2) 12d TOE NAILS SCHEDULE ATTACH PER NAILING EACH END ISCREWS @ 16" O.C. SCHEDULE I PRE-ENGINEERED — 2x8 #2 SYP P.T. SILL SIMPSON LUS26 OR (SPACED END OF LEDGER - PLATE W/ 1/2" EPDXY TRUSS PER PLAN INTO TRUSS. VERIFY I ANCHOR BOLT OR w/ SHOP DRAWINGS MIN. 2x6 #2 SYP CONT. J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL SEE FLOOR 2 3/4" EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY LEDGER W/ (2) Y4'x3-1/2" FROM EA.END ANCHOR BOLT OR PLAN FOR LOCATION SDS WOOD SCREWS @ r - - - - - - - - J -BOLT W/ MIN. 7" JSTUD \_LSTA30 EMBEDMENT @ 32" LOW ROOF TRUSS W/ MAX 1/8" GAP O.C. & 3" FROM EACH U � BETWEEN SHEATHING END EXTENSION AND CMU (3) SCREWS FOR 24" I SIMPSON LUS26. USE IRECESS LEDGER INTO .. O.C. I LUS26-2 FOR 2PLY a.Q ° CONT. #5 IN TIE BEAM ` ° A RUSS SHOP STUDS ABOVE TO I EXT. FINISH PER ARCHS L- - - - - - - - - - - - - - - - - - - - - - - - - - J WALL SPLICE DETAILS EXTERIOR SHEATHI"'^ LEDGER @ OPEN TO BELOW SEE 2NC ---------------------------- WALL SE FROM TOP OF WALL I ADDITIO ROOF AND EXTERIOR TO BOTTOM OF SILL I TOENAILS EACH SIDE PLATE ATTACH PER r ---------------------------I NAILING SCHEDULE NAILING SCHEDULE IMIN. 2x6 #2 SYP I ROOF SHEATHING — ISIMPSON H2.5 EA. ICONT. LEDGER w/ (2)— ATTACH PER NAILING (TRUSS i SCHEDULE SIMPSON CS18 F I ISCREWS @ 16" O.C. < .. I PRE-ENGINEERED — & 3" FROM SIMPSON LUS26 OR (SPACED END OF LEDGER - LEDGER RECESSED TRUSS PER PLAN INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS MIN. 2x6 #2 SYP CONT. 8" CMU WALL, TYP. STUDS TO ALIGP SEE FLOOR STUDS ABOVE FRAMING PLAN FOR LEDGER W/ (2) Y4'x3-1/2" MORE INFO. VERIFY I PLAN FOR LOCATION SDS WOOD SCREWS @ r - - - - - - - - W/ (2) 10d TOE NAILS JSTUD \_LSTA30 16" O.C. MAX. & 3" LOW ROOF TRUSS W/ W 16" TALL RAISED HEEL U � FROM EA. END - USE HEADER EXTENSION FLOOR GIRDER SEE (3) SCREWS FOR 24" I SIMPSON LUS26. USE IRECESS LEDGER INTO CONNECTION O.C. I LUS26-2 FOR 2PLY RUSS. VERIFY W/ 16RAWINGS W I TRUSS RUSS SHOP STUDS ABOVE TO I L- - - - - - - - - - - - - - - - - - - - - - - - - - J 2x8 SYP #2 LEDGER WI 0� MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LEDGER @ OPEN TO BELOW SEE 2NC ---------------------------- WALL SE I I ADDITIO ROOF AND EXTERIOR I INFORM) I TOENAILS EACH SIDE SIMPSON H2.5 I (2) 2x SPF#2 BAS NAILING SCHEDULE TRUSS TO LEDGER IMIN. 2x6 #2 SYP W/ (2) 16d NAILS LEDGER W/ (4) 16d I I ICONT. LEDGER w/ (2)— 2ND PLY W/ (2) 1 INTO END OF EA. @ 12" O.C. IYa"x3" SDS WOOD SIMPSON CS18 F I ISCREWS @ 16" O.C. < .. IMAX - EQUALLY a & 3" FROM SIMPSON LUS26 OR (SPACED END OF LEDGER - LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS L --------------------------J 8" CMU WALL, TYP. OPT. TRUSS RECESS LEDGER SECTION @ LOW ROOF 3/4"=1'-0" NOT USED 3/4"=1'-0" 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d ALIGN 2ND FLOC TOE NAILS. STUDS w/ 1ST FL ROOF AND EXTERIOR STUDS SHEATHING TOENAILS EACH SIDE ATTACHED PER (2) 2x SPF#2 BAS NAILING SCHEDULE PLATE. ATTACH 2X8 #2 SYP CONT. W/ (2) 16d NAILS LEDGER W/ (4) 16d TRUSS, THEN Al NAILS. ATTACH NAILS 2ND PLY W/ (2) 1 INTO END OF EA. @ 12" O.C. FLOOR TRUSS, 24" SIMPSON CS18 F O.C. MAX. (INSTALL (4) WF16/ NAILS AT EA. SIDE OF PLYWOOD FLOORING — G.T.) SEE FLOOR FRAMING SIMPSON LUS26 OR (2) 2x TOP PLATE IF 2 -PLY TRUSS SEE PLAN FOR SIMPSON LUS26-2 BEARING WALL TRUSS TO LEDGER REQUIREMENTS 8" CMU WALL, TYP. STUDS TO ALIGP SEE FLOOR STUDS ABOVE FRAMING PLAN FOR SP4 TOP OF EA. MORE INFO. VERIFY 2x4 SYP#2 BLOCKING PLAN FOR LOCATION & MORE INFO AND DIRECTION F2 SECTION @ 2 -STORY BRG. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SECTION @ OPEN TO ABOVE 12 PER PLAN (2) 2x TOP PLATE (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ EACH DIAGONAL BRACE SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD AE TO STUD BELOW END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE ATTACH TO DOUB TOP PLATE W/ (2) 4-1/2" SDS SCREVI 12" O.C., STAGGEF ROWS 6" IF SHEATHING IS NOT CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEARD WALL SCHEDULE CMU WALL PER PLAN STUD BASE CONNECTION & BOTTOM PLATE ANCHORS F1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE TO BEARING WALL y SEE TRUSS LAYOUT USING SIMPSON H10A FOR TRUSS LOCATION U.N.O. ON FRAMING & CONNECTION INFO PLANS 3/4"=1'-0" F15j TYPICAL CONNECTION @ GIRDER OR BEAM SHEATHING CONT. TO 2x4 BLOCKING W/ (2) 2nd STORY WALL 16d NAILS @ EA. END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL BRACE AS ;:e WINDOW SEE PLAN PLATES U.N.O. FOR LOCATION b�� V'i W �''z a 2x BLOCKING w/(2)12d — JOB No. TOENAILS EACH SIDE 2� IF WALL SHEATHING IS CV STOPPED BELOW EXT. SHEATHING FROM ROOF LINE TOP OF WALL TO DBL W : °° ie BOTTOM PLATE. IF 2x BASE PLATE W/ 12d — SHEATHING IS NOT @ 24" O.C. TO FLOOR CONT. ADD BLOCKING SYSTEM BELOW @ SHEATHING SPLICE SEE FLOOR PLAN W/ (3) 10d TOENAILS PLYWOOD FLOORING — EA. END. SIMPS. SP4 SEE FLOOR FRAMING @ TOP REQ'D PLAN FOR MORE INFO ROOF SHEATHING FOR MORE INFO L. U_ ATTACH PER NAILING O 06 W 07 5 E Q 7 0) SCHEDULE Z- O Z V�M_w J LAN '^^m SP4 TOP OF EA. USS DIREC 2x4 SYP#2 BLOCKING Q00 8 & MORE INFO W/ (2) 10d TOE NAILS JSTUD \_LSTA30 LOW ROOF TRUSS W/ W 16" TALL RAISED HEEL U � BOTTOM CHORD HEADER EXTENSION FLOOR GIRDER SEE PLAN FOR ATTACH EACH TRUSS CONNECTION O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ EACH DIAGONAL BRACE SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD AE TO STUD BELOW END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE ATTACH TO DOUB TOP PLATE W/ (2) 4-1/2" SDS SCREVI 12" O.C., STAGGEF ROWS 6" IF SHEATHING IS NOT CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEARD WALL SCHEDULE CMU WALL PER PLAN STUD BASE CONNECTION & BOTTOM PLATE ANCHORS F1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE TO BEARING WALL y SEE TRUSS LAYOUT USING SIMPSON H10A FOR TRUSS LOCATION U.N.O. ON FRAMING & CONNECTION INFO PLANS 3/4"=1'-0" F15j TYPICAL CONNECTION @ GIRDER OR BEAM SHEATHING CONT. TO 2x4 BLOCKING W/ (2) 2nd STORY WALL 16d NAILS @ EA. END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL BRACE AS ;:e n_1 O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x4 TOP PLATE (71 9x SPF TOP O1/2" J -BOLTS @ 7" FROM EA. END OF O AT OPENINGS LARGER THAN 4'-2" ATTACH WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER OSEE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL STRAPS TOP &— BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 101 2X4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. M 00 �2LLOU)Z Wrcv1Lu Og �mu Lu:D0 Z Lu = - O:E0 W (1) 0 U_ CC C7�agW0 2 a O O Z= F- woWQco gW =�U_2z W I �, Cn Z_ X�T-CL W-0WQ�W �NLLc�0 O LL 0111111///// PLATES U.N.O. •�` * ♦r .L •••••••s••••• b�� V'i W �''z a °i JOB No. J 2� AS INDICATED CV .C) � v � 6.°; O OBJ p Z W : °° ie °�; Q cU (2) 2x HEADER 11 s ZX.'.� O Zo C/) �;° co L.LiQ SEE FLOOR PLAN . FOR MORE INFO L. U_ LL O 06 W 07 5 E Q 7 0) Z- O Z V�M_w J '^^m SP4 TOP OF EA. W V! Q00 8 JSTUD \_LSTA30 U.N.O. W U � LU W HEADER WLo H U_ = Z O SIMPSON CS18 TO BUILT UP STUD W 2x STUDS SEE PLAN W) Z STUDS ABOVE TO Ro STUDS ABOVE ARE 0� STUDS BELOW TO ALIGN W/ STUDS = SIMPSON CS18 BELOW W H STUDS ABOVE TO SIMPSON CS18 �1azW STUDS BELOWSTUDS ABOVE TO U.N.O. W�WQ� HEADER BELOW 0 o>C4a� B ° ° ° o ° 1` Lu CK) C4 2x SPF BASE PLATE ROVIDE SOLID BLOCKING PRE-ENGINEERED (THIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM 11 (2) 2x SPF TOP PLATES U.N.O. (2) 2x HEADER B SEE FLOOR PLAN SIMPSON CS18 FOR MORE INFO STUDS ABOVE STUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS ° STA3 BELOW HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARINGS HEDULE FOR A.B. INFO Ak AL AL nrr r�i I"m MJ n ►I ren 1 TP• nr� O1/2" J -BOLTS @ 7" FROM EA. END OF O AT OPENINGS LARGER THAN 4'-2" ATTACH WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER OSEE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL STRAPS TOP &— BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 101 2X4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. M 00 �2LLOU)Z Wrcv1Lu Og �mu Lu:D0 Z Lu = - O:E0 W (1) 0 U_ CC C7�agW0 2 a O O Z= F- woWQco gW =�U_2z W I �, Cn Z_ X�T-CL W-0WQ�W �NLLc�0 O LL 0111111///// U ° •�` * ♦r .L •••••••s••••• b�� V'i W �''z a °i JOB No. J 2� AS INDICATED CV .C) � v � 6.°; O OBJ p Z W : °° ie °�; Q cU 11 s ZX.'.� O Zo C/) �;° co L.LiQ ✓� ty ° •0••6 •• �� Z . m U_ LL W Q 0 1— U) 0 W STRUCTURAL ENG: BAD DRAFTING: U ° M QC CHECK: MRB JOB No. J 6 Z AS INDICATED DATE: $ • z M U z© W z° am Z N I..L°' LLJ W LL O 06 W 07 5 E Q 7 0) Z- O Z V�M_w J '^^m - 7 LL C (0— J o W V! Q00 8 E 0Q O <<WYo g W U � LU W p WLo H U_ = Z O W STRUCTURAL ENG: BAD DRAFTING: -STRUCT: M QC CHECK: MRB JOB No. DWH-0205195 ti AS INDICATED DATE: 05/16/18 M LL Id W Lj p W W) Z Ro 0 0� CO = W H V �1azW WW°a W�WQ� 0 o>C4a� 1` Lu CK) C4 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MR QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 SD5 �f STANDARD(3)2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK (2) 2x BEAM PER HEIGHT OF STAIRS 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT LINE UP 2xJOIST IN MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS LINE WITH MIDDLE STANDARD 3 () 2X12 BELOW (3) 2x12 O.C. MAX. FOR 8'-0" 11'-0" (2) 2x12 CONSTRUCTION 6'-0" 2x12 STRINGER TO BE STRINGERS W/ NOTES wZ-mr� U. (3) 2x12 MID SPAN BLOCKING 8'-0" 10'-0" (2) 2x12 UTILIZED AS BLOCKING SIMPSON A35 / A34 (1) 2x12 (1) 2x8 2x6 DEPTH W/ (3) 10d STANDARD (3) 2X12 F- (3) 2x12 TOENAILS EACH END SYP #2 STRINGERS W/ (2) 2x12 CLIP TO FLOOR 7'-0" SIMPSON A34 / A35 (1) 2x12 (1) 2x8 2x6 5'-0" CLIP TO FLOOR Z 2x8 SYSTEM & LANDING (2) 2x12 z 7'-0" FRAMING (1) 2x12 (1) 2x8 LL g 5'-0" Z FRAMING 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 2xJOISTS @LANDING 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" @ 16"O.C. W/ SIMPSON (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" Z A35 OR LUS26 HANGER Q W W>aa H x z ON EACH SIDE (2) 2x BEAM PER HEIGHT OF STAIRS 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW (3) 2x12 O.C. MAX. FOR A -A PLAN VIEW a@ 90 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 HEIGHT OF STAIRS BEAM JOISTS STUDS REQ'D @ END AT LANDING (#2 SYP) (#2 SYP) OF LANDING W/ MIN. (6) X (3) 2x12 3/4" PLYWOOD OR OSB 16d NAILS FROM SEE PLAN FOR DEPTH (2) 2x12 SHEATHING OVER LEDGER TO STUD OF LANDING 2x6 LANDING ATTACHED PACK VERTICAL LOCATIC (3) 2x12 PER GENERAL FLOOR 8'-0" 11'-0" (2) 2x12 CONSTRUCTION 6'-0" (1) 2x12 (1) 2x8 2x6 NOTES wZ-mr� U. (3) 2x12 MID SPAN BLOCKING 8'-0" 10'-0" (2) 2x12 TO MATCH JOIST 6'-0" (1) 2x12 (1) 2x8 2x6 DEPTH W/ (3) 10d STANDARD (3) 2X12 F- (3) 2x12 TOENAILS EACH END SYP #2 STRINGERS W/ (2) 2x12 2x8 7'-0" SIMPSON A34 / A35 (1) 2x12 (1) 2x8 2x6 5'-0" CLIP TO FLOOR Z 2x8 SYSTEM & LANDING (2) 2x12 z 7'-0" FRAMING (1) 2x12 (1) 2x8 LL g 5'-0" SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER --\— 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO STRINGER 2x12 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2X8 P.T. SPF #2 (MIN.) LET -IN FASTEN TO SLAB USING MIN. (4) 4" X 3" EVENLY SPACED TAPCONS @ MIN. END DISTANCE OF 1-1/2" A7c /:.T GA 0-MIAIt-r-0 6" MIN. STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING' MASONRY WAL SIMPSON A35 CONNECTIONS MASONRY WAL FRAME WALL BI PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT INFORMATION. 2x JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4" x 3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO 2x JOIST PER SCHEDULE �— HEIGHT OF LANDING BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT GENERAL LANDING & 3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" = V-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING X (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" TO ALLOW VERTICAL VERTICAL LOCATIC (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" wZ-mr� U. (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" Q O O W IT m �zwZ F- (3) 2x12 2x12 9'_0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" F- oUj Cl) (3) 2x12 2x8 9'_0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" Z (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" NOT USED NOT USED 2x6 VERTICAL @ 6-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 #2 SPF STUDS @ 24" O.C. 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6-0" O.C. @ ANY OPENING 3%" 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS �— ATTACH 2x6 VERTI( DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) %4" SDS WOOD SCREW N.T.S. EQUALLY SPACED/CENTERE[ 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE NAILS M f` I I SEE ARCH PLAN JOB No. MAX. 4'-0" ABOVE 2x4 #2 SPF STUDS @ X X 24" O.C. W/ (2) 12d c0 TOENAILS BOTTOM ee 2x4 SILL PLATE W/ NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING I (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIC TO SLIDE DOWN TO V FACE OF TRUSS (1)4c ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) Y4' x 3" L -BRACE @ 6'-0" 0.( SDS WOOD SCREWS @ANY OPENING GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS EQUALLY / SPACED/CENTERED IN TRUSS SEE PLAN J TRUSS TO OUTSIDE (ST03 SECTION @ HANDRAIL W/ FACE OF TRUSS FLOOR TRUSSES SCALE: 3/4" =1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR N.T.S. LC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U 0 M f` J Q �- ,�JYiYiIIb JOB No. DWH-0205195 Z`" �/ // 00 W c0 ee 00 �/ / U a �9 Y o 0` Z Q V A. (1)4c w Q s� , • Q wZ-mr� U. �S E W ����1�111111�NN ] W Z 0 H CL W 0 W W STRUCTURAL ENG: BAD DRAFTING: U 0 M f` QC CHECK: a d JOB No. DWH-0205195 . z� ; AS INDICATED DATE: til ° z M �/ / U a �9 J z° Q Z W Lu 0 wZ-mr� U. �S E N , S !Oz Z O > M w U�-JC W Q OCD m LL N J fn 8 Q O O W IT m �zwZ F- Z ZE O �o�ga I- U W Lo LU F- oUj Cl) LL (n O 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: M f` QC CHECK: MRB JOB No. DWH-0205195 N AS INDICATED DATE: 05/16/18 M U. 0 LL W Lo Z o HCl) = 0 W I= V Y Q W W>aa H a. , V�LW j3U< CD Q 0 toW I` W 00 N STRUCTURAL ENG: BAD DRAFTING: -STRUCT: M QC CHECK: MRB JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/16/18 ST1