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HomeMy WebLinkAbout4623 Tampico Way 17-730 (a)METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD GENERAL NOTES IT IS THE BUILDER'SRESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL FOUNDATIONS AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95 /o OF OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ° 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A CDavid Weekle Homes MAX. DRY DENSITY AS DETERMINED BY ASTM- 1557 (MODIFIED PROCTOR) MINIMUM MINIMUM G50 ZINC COATING BEARING CAPACITY 2000 PSF 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE TERMITE TREATMENT (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE REAGANPRESERVATIVE WOOD TREATER. POINT - LOT THE SOIL UNDER THIS STRUCTURE SHALL BE TREATED FOR THE PREVENTION OF SUBTERRANEAN TERMITES, OR A PERIMITER TREATMENT 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES (BORACARE) MAY BE USED, IN ACCORDANCE WITH RULES AND LAWS OF PRESSURE TREATED WOOD. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND PREFABRICATED WOOD TRUSSES 4623 TAMPICO WAY CONSUMER SERVICES. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CAST IN PLACE CONCRETE CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL SANFORD FL. 32773 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO AND STRUCTURAL PLANS FOR MORE INFO. ASTM A-615 GRADE 40. 7497ELEVATION AMODEL 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. TRUSS ENGINEER OF RECORD A RAG NORTH 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND LATEST EDITION OF ANSI TPI 1. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING MANUFACTURER UNLESS NOTED ON PLANS BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF AT EACH END SHALL BE PROVIDED. TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE TRUSS DESIGN LOADS: CENTER TO UPPER 1/3 OF THE SLAB. TOP CHORD: Lr = 16 PSF BOLTS AND THREADED RODS DL = 7 PSF (SHINGLE TYPE ROOF COVER) 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 2. STEEL BOLTS LESS THAN ONE -HALF -INCH (12.7 mm) IN DIAMETER USED AS DL = 14 PSF (TRUSS OVERBUILD) FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF BOTTOM CHORD: DL = 5 PSF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE MINIMUM FLOOR DESIGN LIVE LOADS: OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE C) DECKS = 40 PSF D) STAIRS = 40 PSF OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MINIMUM FLOOR DESIGN DEAD LOADS: MASONRY WALL CONSTRUCTION A) FLOORS =15 PSF B)BALCONIES =15 PSF 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 , ATTIC WITH LIMITED STORAGE = 20 PSF PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". GUARDRAILS IN -FILL COMPONENTS = 50 PSF 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. HELD IN CENTER OF THE MASONRY/ BLOCK TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS FOR CODE COMPLIANCE 6. VERTICAL REINFORCEMENT SHALL BE LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM. REVIEWED WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERITCALLY. TIES TO THE EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR 12d TOENAILS EACH END. PLA S EXAMINER 12 POSITIONERS IN MIDDLE OF WALL -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 460 FROM VERT. TO EA. TRUSS 1 DATE 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. MEMBER w/ (3) 12d NAILS. SPACE X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND " 8. HOOKS AT THE TOP &BOTTOM OF VERTICAL REINFORCING BARS TO BOND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 9..EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. ANFORD BUILDING DIVLSION S.._......A ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING - A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL, PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS CODES. ��ISDINGOFFCIALF FROM THHALL ISSUANCE OF A EREAFTER ENT 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. T" BRACING MAY BE USED I.L.O. REO01RtNG A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PEMANENT CLB IF IT EXTENDS MIN. 90 /° OF THE TRUSSWEBSEE WEB REINFORCEMENT ° ( CONi! OR VIOLATIONS OF THIS CODE 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO TABLE WITHIN BCSI-133). IzTRUCTION CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION 5.11.1 -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONSOLIDATION WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS. SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS. (I.E. BLOCKING OR GABLE END BRACING), SHALL BE SPRUCE- PINE -FIR OR EQUIVALENT. NO. 2 GRADE SHALL BE USED REGARDLESS OF SPECIES U.N.O. ON FRAMING PLANS OR DETAILS. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 3. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 4. 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. 5. 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. 6. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHEILDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 7. 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. 8. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED. 9. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 10.SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,800,000 Wine U.N.O. E = 2,000,000 Ib/in2 U.N.O. E = 1,500,000 Wine U.N.O. Fb = 2500 Fb = 3000 Fb = 2200 Ft = 1500 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 900 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 UNLESS OTHERWISE SPECIFIED. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" O HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DIETS FOR ADDIT'L INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J-BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN 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 +1/7-1-1/8", 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 FOR 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 FOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" LINO. 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 UNDER STAIR PROTECTION ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). 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 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA O O5 (+) 21.2 (+) 21.2 10 - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 -) 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 0 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" (+) 18:4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 q( 5 5 J✓'. Pa STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 5th EDITION (2014). 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 AREA. OPENING PROTECTION REQUIRED. REFER TO SECTION R301.2.1.2 OF THE RESIDENTIAL CODE FOR SPECIFICATION REQUIREMENTS OF THE USE OF WOOD STRUCTURAL PANELS. REFER TO TABLE R301.2.1.2 FOR ATTACHMENT SPECIFICATIONS COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection #1 7-730 SANF0RD INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES PLT-1 PLOT PLAN FS-1 FOUNDATION FORMS PLAN T13-1 TIE BEAM PLAN PLN-1 FIRST FLOOR PLAN PLN-2 SECOND FLOOR PLAN ELE-1 FIRST UTILITY PLAN ELE-2 SECOND UTILITY PLAN FRM-1 FRAMING PLAN INT-1 INTERIOR DETAILS INT-2 STAIR SECTION INT-3 CLOSED STAIR SECTION ELV-1 FRONT & REAR ELEVATIONS ELV-1 SIDE ELEVATIONS RFP-1 ROOF PLAN S2 FOUNDATION PLAN S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S3.1 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 2- STORY DETAILS SD5 2- STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 1/10/2017 CREATED ELEV. A, B) C w/ OPTIONS HBG (12.7MM) GYPSUM BOARD. SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 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 0 N 1= z CD 0 UO z LLI � L] J D m Q O- J LL w LLI r � LL O Z O 649196Cttt®®®fir W • ®•••••• �r o0 •�li u �_ • Cc Q � w ® co V! W 0 i i O W Z 1 LU CN ZHMti E C7 Q Z�LL� rn V�D�ao~ i 1 Q w Z 0) Uj 1 I � J U) zero g Qoo��� O Z QQ`ozo E 0 a 0 4 J V ¢ Uj N J J � 1- O U. O W ,, LVI J U) ) h N > _j � LL ur, p J 0 U. Cl) - W Z a M CO , _ a° W Yam? w>CCL0. Z �w�wQa � - �­1�ti M )rQ.4toW o Will - STRUCTURAL ENG: BAD � DRAFTING: i -STRUCT: HBG QC CHECK: ..... ... .... - --- MRB --... -- 1 JOB No. DWH-2170096 SCALE: AS INDICATED DATE: nvn7/17 ARCHIVE PLAN REVISIONS # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 -ADD COOKTOP WITH DESIGNER HOOD OPTION 2. XS 05-04-16 -ELEVATION A & B: REVISE ROOF PITCH TO 6:12 -ELEVATION A & B: ADD 12xl8 LOUVER TO FRONT GABLE END -REVISE WINDOW AT OPTION BEDROOM #3 TO 5040 HS 3. HST 06-07-16 -ADDED ELEVATION "C" ASR REVISIONS # BY DATE DESCRIPTION I BEB 08/15/2016 MODEL PARK CREATED 2. AO 01/1612017 -CHANGE SHEETS TO 1/4 SCALE -ADD ELECTRICAL RISER DIAGRAM SHOW A/C IN PLOT PLAN 3. AO 01/18/2017 REVISED WINDOWS AT BR 2. (2) 3-0 6-0 ILO (2) 26 SH -REVISED T.O.M. AND PLT HG TO 9-4 AT FRONT PORCH -REVISED CORNICE DETAIL.1 2" FLOOR FRAMING AT BALCONY.MOVE BEAM AND FLUSH WITH 4. AO 01/31/2017 FLOOR FRAMING. -REVISED SOFFIT HGT TO 8 -4 -REVISED SOFFIT HGT TO 8-0 AT ENTRY ON FRONT ELEVATION -ADDED CHASE BEHIND PANTRY -ADDED FURR DOWN @GARAGE 5. is 02/07/2017 (S) DESCRIPTION 1.) - REVISED MIRROR IN OWNER'S BATH TO EXCLUDE OPT. LINEN CLOSET 2.) - REVISED CORNICE DETAIL TO MATCH ELEVATION 3.) - REVISED PORCH RAIL DETAIL 4.) - ADDED RECESS CANS IN STUDY 4.0 0 co LL v f U) F_ z W 04 NORTH 7497mA PHS=ll COPPA ORLANDO uj a: C=) :?5 00 C�j = M 0 a z 4= r%- uj .6 < Z U- 0 ol ku- �io < 0 : -'j, : 0— @sees & SCALE: 1" = 20' 51-011 W Z 5'-011 QUARTZ LIGHTS b W/ PIN SPOT I.D. SIGN WAY r Arolz DAVID WEEKLEY HOMES MODEL PARK REAGAN CENTER SOUTH 34' JJ.OV JJ�F J I JV C FLAGPOLE WELCOME SIGN W/ PIN SPOT 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB:1077 SQ. FT. FLATWORK:120 SQ, FT. LOT:2199 SQ. FT. COVERAGE: 54.6% SOD AREA:1009 SQ. FT. GREEN SPACE FLATWORK: NA SOD FRONT: NA NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. NOTES: B E B 1. VERIFY GRADING IN FIELD. 2. VERIFY EASEMENTS IN FIELD. 08/25/16 W 18 5'-0" ARC TABLE ARC LEN. RAD. CHRD. BRG. CHRD. LEN. 'A1' 16.13' 9.98' N11056'30"E 14.43' TAM 35.66' S34031'30"E w W J c O L w V N O 5~ N L ��-o.0E Q. �=a�68 c =�v0ic>+°� O E Or- �caEa 2 Eo��°'3 'ate 0 0 C O 0OTC a:M c t� o0 d C �O ._. � Q� = cv „� Q5 ram'+ N d N 3 m O 10 a1 a�,°.' L `gymM4,11 uj U > L .+ H� itiEOm- m �p11181111l/!i® tL �+- 0 ®` lit . J - • ?. •� < / 0s 0 co TOM P ®` r r NORTH 7497mA PLTml COPPA ORLANDO to r 80 Ec OF r 24' - 0" L O co GZ O O O C h O TV O N a d N Q c E 2'-a f E a �3o=coo J � a c >, (D N G) O 3 O -y ` - E - E 2 C C> _ �o�".w3 .:�oc000 O M O ++ a 70,.- N N 0 Rf m O 5'-011 19'-0" 1211 16'-011 2'-0° 4' - 4" 1 1 I I s " r a 6'-10" f---------------------- - - — - - - - - - - - / I I � II I1 1 li ii i... ..... ...... L„I J �IJ I Ir-7� I I � I I I I I I I Ir- II 11 1I 4" "r ---irk II' I ZT - 811 N I II __ j I I t---------' 11 j L-� --T-------r-r-----T----a 50 6' - 0" 16" 7'-4" 4'-011 12'-811 24' - 0" FIRST FLOOR �S EZvN"'' -cg c,o =� �__ cv .c (D c-2 cv)wa= Lu V E"=ww> N 0.0 �0, O u ®Q6�IIsePPPP®® k. i®®® ®®' moo•® k®°�` co Ell PPP169�1 t, bo W to r O b v N NORTH 7497=A FS=l COPPA ORLANDO N� Z2 J 06 BEAM TYPE & SIZE PER ENGINEER FIRST FLOOR 9-4T.O.M. O", ®W ° U � F r � r W C'U W to r O N .P A z NORTH 7497=A TB-1 COPPA ORLANDO uj a. co m CJe 00 cv a3a co z 0 W .v m -j ®rawwwwa�rB a® °% 9° V, 4t6-°�� 1r" 0r BBBOrllli!®®�` a, FLORIDA Core Plan Notes 09/09/15 * 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 1 1/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE AND EQUIPPED WITH A SELF -CLOSING DEVICE. * 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 * R612.7.1 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. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 24'-0" 4'-4"ol 19'-8" 20" 1 6' - 0" 2' - 0" LINE OF CANTILEVER ABOVE 16-0 7-0 GARAGE DOOR r ----i cn b I I m 0� ,;,. �0 I 3 I Z Z L---J z W 2CAR w 2WW GARAGE 0 w 0 V o F- co UJ W mWW J2O� QOW V�DH ------ 0 O i i!:!i!!Cii"i'!III!:IIIIII':illl'aillll!uii iiii"lfr;!iii':'a!!ny F _ _ _ _ .� _ Z Im c+� c�v ` 2?5 od a z 0:t U.( .(3 1< t­ ,_j LL r� rl:, I OD d a Wcm tO nnn � O nnn Zn aQ 171 r N 8' - 0" FURR DOWN CLG. 20° 5' -Ott ILI 4' - 4" rn AS REQUIRED FOR 2' - 6" 15 - - ►. DUCTWORK b ±7-0 L 14 I Z e WALL - - - - nnn nnn nnnnnnnnnnnnnnnnnnnnnnnnn nnnnn!nn!nnnnnn innnninnnnnnnnnnnnininn nii ;. ;� i i i;.i: i:rn ii in!:nnnnnnnn ini ni � .iL;nninnnni nn ; ; n: .::iu :�':::: mm�nn:m:nnm!nnnnnnnnnnnn;nnnnnnnnnnnnnnn n!mnnnnninnninnnnnnn .i� �. �..�i.wn.wn al:.:.. �, i:._�..:,, i.yl. a.n.i. i.,nnn:.i.::..i..i..:i li!an!inlnin��nini nni�;nn ni - � :::::,: �namm�i.:m i i n 5 -0 i i 11 ICI) r---- = 10 o Ch n STUDY iii I�P� (,� Q r � n� 9 " 9 � � 4 „� WOOD t� — _ 8 F' zo,;r;an b b r pp II� ,nnn , 6 PER 5 WOOD r COMM. 4 3611 2 HANDRAIL WOOD (TYP.) Z'' 3' 01 " j ni'nn:n,,, 8_8 CLG alln; .iau::::, — 41-011 � �� T -2" 5' -6" nnnnnnnnnnnnnnnnnnnn,nn n . ;::n � ni 1R1S a 'v 16" 6' - 2" 5' .10" 5' - 0" iii N N 1111 ENTRY i;,:::: 2-6 _ W00 - n;ii; a:e::annninnn WD 2-8 ;i; to b nm V!lii iii VH—C r BEDRM 2 3-0 $-0 BATH 2 3' - 8" TILE iii CARPET b si n; -4 SOFFIT n: Ili U D.0" � T r `r FRAME DB EQ. ' TO COLUMN fi i 30"x60" WIDTH TUB &SHOWER iIi (2)3-06-0SH r iii !i /�1 8. - O" V ARCH So LINEOF CANTILEVER ABOVE 20" 4' - 0'1 20" 5' _ 0�, �� 6' - 0" 12" 11' - 8" 7' - 4" 4' - 0" 12' - 8" 24'-0" FIRST FLOOR PLAN SQFT. TOTAL LIVING 1617 1 ST FLOOR 540 2ND FLOOR 1077 2 CAR GARAGE 466 ELV. A 41 SLAB 1077 AC PAD +30 ISTER PLAN NORTH 7497mA PLNml COPPA ORLANDO 241-011 Eo to [n to � � b 80, O � � rn � �t , � b M 0 b r , N to b � Z7D r M Zo ti . , c� M 4T b uo a a V = 7'-0" 17'-0" 3'-6" 3'-6" 4'-10" (3)3-0 5-2 SH @7'-4" lliiiiiiliill!illlill,ii .. i ii „ �„ �., .::�:• 1R1S v..�.:,;;; ,,, ;,,,,,, ;,, ;, iii ,,,,; „ ..:.::.:.r.:::, i:, , n � ,I"; III V ---__ — —HillOWNERS �I SHELF 7-8 , „ I RETREAT II iii CARPET CARPET r 16" d, Ii1 3'-6" 2'-6" '' 4'-10" 4'-2" 3'-8" 4'-0" ..................IIIIIIIIIIIII III II iii III i; iJ � II 2 III cunl) ri 9-0 CLG. LO 2X6 WALL iii ili IIIiii11I;II�Iiii1il,ii;'III;Iiii,iiIi" III lil I„ iii — � 60 M 2o-8 U Inmm�nnrnnn:nn..... IIIIIIIIIIIIIIIIIII I,I :IIIIIIII 111111119111111114!iid!i III' OWNER' , D TILE D BATH 4NriIl,;i1,lill,;i1,liii,;i1, oil R TILE WOO" DS / I TLX IN 'l Ijl,l M E4' ;I 8" iiCUTTLE 22"X32" 4V I;:Ii � CHASE PER 17 �5- COMM. 16 15 lo RANGE W/ OVEN 1 III III � � Q KITCHEN I� N 13 `! WOOD 12 _ r2' -10" , 2, _ 2„ 0„ 11 WOOD lo iii I � I I DW DI P. LOOPED 10 � ;,IIIII Ili VENT liii{B il'ijririri lii ,,,,,,,,,;,,,,,,,, ii ----------------- _ 34112" HIGH WALL �° 7 J bol6 5 ,IIIIII: IIIC!II!. A IIIIII,II rF II,II:II: lo 18" 5'-4" 8'-0" ,fllli U 3 �III!II!1. III➢:! III T III IIIIIII:I I;;111111 p IIIII N ,iiAlifi .it6!I!iii !1888 DINING IIIIII�II 42" HIGH GUARDRAILi' 8 WOOD it II ii „ FAMILY ii i II Ili iii:nnrnrr„ WOOD n: i ;; 10-0 SOFFIT II' q ii I FRAME DB EQ. I, l TO COLUMN WIDTH II 42" HIGH GUARDRA -- 12" COLUMN 2-0 4-0 SH I' Ali II (TYP.) 8. _ 0„ 2-0 5-2 SH 3-0 5-2 SH 2-0 5-2 SH @8'-a, @8'-0" @8'-0" 3,-Oil 2'-411 31-211 3'-2" 3'-2" 3'-2° oo 6'-011 5'-4" 12'-8„ 24'-0„ SECOND FLOOR W 4: M J4 °. Z ® ax LU „d d a Z L Theco z r O ®� A w`Ijw_¢00 ° Z 4 �y®dime N ■ ®®1011f111e®�® to CJ� W tD 0 b ti b f1 bo to t-. b to b r Q m r NORTH 7497=A PLNm2 COPPA ORLANDO UTILITY LEGEND 110V OUTLET ® RECESS CAN LIGHT 12"A.F.F. (U.N.O.) (EYEBALL AS NOTED) GFI 6 GROUND FAULT INTERRUPTOR PROOF AS NOTED) VT Q EXHAUSTVENT (WEATHER 1/2 SD SMOKE DETECTOR W HALF HOT OUTLET (CARBON MONOXIDE AS NOTED) 220V OUTLET D DOOR BELL (36" A.F.F. @ UTILITY) T PHONE LINE CH®S DOOR BELL CHIMES TV ELEC.PANELBOARD W/ CABLE TELEVISION CIRCUIT BREAKERS STANDARD SWITCH HBT HOSE BIB (3 OR 4 WAY AS NOTED) SURFACE MOUNTED LIGHT GAS g T GAS TAP CW HW Q WALL MOUNTED LIGHT it COLD/HOT WATER SUPPLY FLORIDA GeneralElectrical Notes 05/29/12 * 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. * 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 r-------------------------- PRE -WIRE COACH PRE -WIRE COACH LT. @ 8" ABV. HDR -- -- LT. @ 8" ABV. HDR PER. COMM. - p]r R. COMM. FIRST FLOOR L- - - - - - - - - - ---J V VP/GFI NORTH 7497=A ELEml COPPA ORLANDO UTILITY LEGEND 110V OUTLET ® RECESS CAN LIGHT 12" A.F.F. (U.N.O.) (EYEBALL AS NOTED) GFI 6 GROUND FAULT INTERRUPTOR PROOF AS NOTED) VT O EXHAUST VENT (WEATHER 1/2 SD SMOKE DETECTOR lv HALF HOT OUTLET ® (CARBON MONOXIDE AS NOTED) 220V OUTLET DOOR BELL (36" A.F.F. @ UTILITY) T PHONE LINE CH®S DOOR BELL CHIMES TV 11 EO PANELBOARD W/ CABLE TELEVISION CIRCUIT BREAKERS STANDARD SWITCH HEl HOSE BIB (3 OR 4 WAY AS NOTED) I SURFACE MOUNTED LIGHT GAS g T GAS TAP CW HW (� WALL MOUNTED LIGHT it COLD/HOT WATER SUPPLY FLORIDA General Electrical Notes 05/29/12 * 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. * 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 SECOND FLOOR NORTH 7497mA ELEm2 COPPA ORLANDO .. a _...._.. _ _.. _. ... _.. I ILI II_' R MOULD (TYP.) OPEN ABOVE W3612 00 FILL r----------- REFG. KITCHEN FEr�l "%1 11 m /T\/m \ VI LIv / \LJV v V W3012 W1836 W3636 VENT HOOD I BACKSPLASH PER COMM. E OVEN 7010 :10 B36 B18 B36 IGH zo 1 I LIGH OVAL MIRROR L FI LL VS30 VD21 VS30 VS30 OWNER'S BATH SUPER SHOWER BATH 2 POWDER B36 UTILITY 12" SHELF 8" CORBEL BRACKET 0 0 o HOOKS — lxl2 20" HIGH _ SEAT OPEN BELOW SHOE RACK BACKPACK RACK FILL ISLAND 3/4" P LYWOO D SEAT SCREEN 1X4 NAILER MOULD PLYWOOD lX2 TRIM CROSS BRACE 3/4".PLYWOOD lX6 TRIM SHELF BASE BLOCKING AS . . MOULD ... REQU.IRED WIDTH PER PLAN SEAT DETAIL SCALE: 3/4" = V-0" WIDTH VARIES PER PLAN A STORAGE SHELF c@OWNER'S CLOSET N ■ r 4� W t,0 r C� NORTH 7497=A INTml COPPA ORLANDO m co cft 0z a L ,d -� �LL oe, A& `Y STAIR SECTION KITCHEN 17 STAIR SECTION ME C `NN • �' U- �•® © ® ®® o S • I. ®W �w • Co r W t0 .� N A Z NORTH 7497=A INTm2 COPPA ORLANDO 1x BLOCKING 2x12 TREADS 11 2x6 RISERS 1" 10 " NOSING ( TY} 2x4'S STUDS EACH TREAD ON c @ BOTH SIDES r:91-411 CLG. 2x12 STRINGER 11" 1 ONE ON EACH 10" C SIDE AND DOUBLE NOSIN_ (TYP.) I I @ MID -SPAN I I j 2x4 KICKER ' --- PLATE I I 1 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 ill NOSING 11" 3/4" 1x8 TRIM PLYWOOD DECKING BALUSTERS TO SIT ON 2x12 STAIR RAISED HEADER WALL 10" (TYP.) 'i. n` .-. @_ 11 91 HANDGRIP BALUSTER; THAN 4" O.c MAXIMUM 1x6 TRIM ( AS REQ. P COMM. SPECS. 2" DOOR CASING 0 MOULDIN( 1 ALTERNATE STUD WALL I I I I I I I I I I I I I 1 I I I SOLE PLATE I FIN. FLOOR GYP. BOARD FINISHED WALL I I u i 2x BLOCKING ' I I 1 II I I FILLER, TRIM ' TO FIT I � Tyr,-------� � � I I I I --- 1 I Lr-ir- - - - - - - - 4 I --------� Lei 1 ' Lam__ 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) 1x12 TRIM ROUTERED N UPPER SIDE 100� JL , x ��� ►tIlla►e�®, 7 2x12 STRINGER OR EQ W/CIRCULAR LLJ OR WINDING STAIRSZ.2 p �.. z U NORTH 7497-A INTm3 COPPA CLOSED STAIR SECTION DETAILS ORLANDO DB SIZ PER E 12 6 DB PER ENG 1611 ol 6-1 20-8 PLATE SOFFIT MATERIAL METAL DRIP EDGE II 4" TRIM ALUMINIUM FASCIA HARDBOARD 2X6 SUB FASCIA FRAME DB AREA 4 EQUAL TO COLUMN 7 ALUMINIUM SOFFIT SOFFIT MATERIAL 4" FRIEZE BLOCKING AS REQUIRED z /1,7041 A 8" TRIM 4" TRIM >- 12" SQUARE WOOD COLUMN CORNICE DETAIL SCALE: 1 1'-0" I 12 --;zq 6 1 12 2 6 12" x1 8" LOUVER 20'- 8" PLATE -20'- 8" PLATE 6" FASCIA (TYP.) 4" TRIM (TYP.) 4" FRIEZE (TYP.) rTA 12" SQ. 6" TRIM (TYP) COLUMN (TYP,) 8" TRIM (TYP) 4" TRIM (TYP) RAILING (SEE DTL.) SIDING W/ 6" TRIM(TYP.) SECOND FLOOR c\1 9'- 4" T.O.M. - - - - - - - - - - - - - 10" TRIM (TYP.) - - - 9'- 4" T. 0. M. 6" RAISED BAND (TYP.) TEXTURED 8" RAISED COATING (TYP.) BAND (TYP.) 4 00RAISED BAND (TYP.) % 0" FIRST FLOOR - - - - - - % 0" FIRST FLOOR FRONT ELEVATION "All NOTE: ASPHALT SHINGLES TYPICAL:i PER SPECS ..... ......... ............ ......... .. .... ...... ...... ..... NOTE: TEXTURED COATING SMOOTH SAND FINISH 12 12 6 6 77 .0 20'- 8" PLATE - - - - - - - - - - 20'- 8" PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - TEXTURED COATING (TYP.) % I 9'- 4" T.O.M. 9'- 4" T.O.M. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - % % 0" FIRST FLOOR rm--i W-1 REAR ELEVATION % % - - - - - - - - 0" FIRST FLOOR_ NORTH 7497-A ELV-1 COPPA ORLANDO W a: -X 00 m 0 z 4= CX-. LU .2 12 6P7� 20'_8"PLATE 12 q 6 6 12 N 12 D Q6 N 65 Jl N cmy SEE PORCH CORNICE DTL _-20 _8"PLATE---- ————————————————————— ��--—————————————————————--—————————— ——————----20'_8"PLATE __ --------------------------------------------- — --- - , -2' - 0" SIDING W/ 6" TEXTURED COATING (TYP.) TRIM (TYP.) - - - ' - - - - , FR DR RAILING (SEE DTL) -----SECOND FLOOR_ 9'-4"T0M. \, , 12 _ _ - - - - - - _—_ __5--- 9_4-T-0-M--- \, 71 3'-0" \ ' / , , - `, \% , \ , \ 0" FIRST FLOOR " ` - ' - 0" FIRST FLOOR ---------------------- -- ----------—`-------------------------- = —s --- -- -- -- -- — -- SIDE ELEVATION 20'-8" PLATE 2' - o" - - - - , ' - - - '- - - - - , TEXTURED COATING (TYP.)21 - / 10" TRIM (TYP.) 124 9'-4"T.O.M. 5� - - y - - - _ -'-=- - , - '- - - 9'-4"T.O.M_ -------_ - _ -- -_ -_-. _.. _ _--_-- -------------------`-� - _ a --------- -------- �_ �---- -- � -- ---- -- ---- - - -- -- - - -- T-- - ---- --- - -- -- 0" FIRST FLOOR_ -- - - -`---'---- - - - - -- - --- `-- -----------0■FIRST FLOOR -- \/ SInF FI FVOTION PORCH SLAB PORCH RAIL DETAIL L6 W W m v O A Z ■ r ■ ■ cq■ cL N O M = M F-i'r.. m 'Q r,, 0 ' N to 0 M OC v J W — LL a Z W Q OC v�0 M � ZN Z to W w NORTH 7497mA ELVm2 COPPA ORLANDO w a: mm _ a Z uj 2 LL en % o 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 20-8 PLT. HT. I `V I r d�l I I ASPHALT SHINGLE TYPICAL PER SPECS I I I W3 U) TRUSSES 6:12 F w 0 9u), TRUSSES 6:12 W , o� I j ASPHALT SHINGLE TYPICAL PER SPEC W I ui I 16" TRUSSES 6:12 .F- �A 20-8 PLT. HT. `i cJ , 9-4 T.O.M. U i --TRUSSES 6:12 — — —j --- r ROOF PLAN_ ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1077 / 300 = 3.59 3.59/2=1.80x144=258 ROOF VENT = 258 / 138 SQ. IN. = 1.87 VENTS c 02.0 �p O a O v 'a O O N c £ ?.a Z E _! =aawM4 N 0 E E _ 5 c m c 0 c� 0 2 rot 0 c +-0= — 0 0 0 Y am O='O= 0 O ram' N Q: C L N ~ •�. O 0 �% d u c om a3 L 4) 0.0 M t M —0 2 �0cnMEto0 GLi W LLL 111@��d/p®vim Oo �° - • 3 'r ®pae allele®®` r r�► L7 1`' Z M m p. '' o o. N O M 0N cl)0M J W V U. h Z W Q L) H- M � Z N z Q W NORTH 7497MA RFPml COPPA ORLANDO v FO S3 -ado M LL O ci N 24'-0" 2-STORY FTG. 4'4" 1'-8" 16'-0" 2'-0" DO DO D D OF 1 10" 17'-10" 1'-0" S �— 3 A/C PAD F1 PITCH I 00 S3 1/8� FT F0 ~ " S3 Ji FO °p N ■ FO 9 ■ U U- ( ■ 1 aco I IFO I FO � ■ S3 S3 ■ I 0'-0" FIN. FLR o I 4 ■ "' FO 3-1/2" THICK CONC. SLAB W/ 6X6 83 W/1.4 X W/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER ■ COMPACTED FILL. I ■ co FO ■ I � S3 ..L.. 6'-10" -- --- F1 I S3 FO ■ ■ ■ ■P�.�FO rMi - I ■ S3 _ U-_ U� o ■ ■ ■ ■ N r 1-7 --'-17 FO FO S3 FO S3 S3 2.5 10" 5'-10" 8" 4'-0" 12'-8" 24'-0" 2-STORY FTG. J CMU WALL PER PLAN GRADE Z --III _� =1�1=1 ..e . d e . �• � 1�1= —III • • � I E N #5 TRANSVERSE BARS I=1 1=1 1=1 11=1 11=1 I 32" x12" FOOTING @ 12"o.c. MAX. w/MIN. ,ICI. ; , =I I I T III— 11= w/(4) #5 CONT. 3" COVER 2'-8" w/3" MIN. COVER. 1 FOOTING AT DOUBLE WALL 3/4"= V-p„ FOUNDATION NOTES: w 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE Q H LAPPED MIN. 6" AND SEALED. Q 2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE W MESH PLACED AT MID DEPTH ON 6 MIL. VAPOR BARRIER ON 0 COMPACTED FILL (FIBER MESH MAY BE USED ILO WWM, WHEN FIBER U MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT W CODE EDITION. 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. &TIE BEAM o ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. N LAP SPLICES SHALL BE NO LESS THAN 25". OZ 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR Z RECESSING DOOR SILLS. p 0 uJ _ 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. - F- LO 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE W SUGGESTED (ESPECIALLY WHEN USING FIBER REINF, CONC.) p CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE O U THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR W USE ALTERNATE APPROVED METHOD. Z 0 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 p AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. O-- 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W W 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO LL O DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS Z ®®� AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD O uj M FOOTING STEP DOWN AND CORNER INFORMATION. �••®® ••® ✓� �.� d 't ®• o 00 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE ® ` �� IJJ Y p SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH = a = Z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER ®, Z co r p —� COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS W 0 FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE °°•••®®•• k�Ci�®a Z PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL Q /i ® ®®0® O CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO _ ®0®f pf 11069®®�® of -j FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 00 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 -1557 ( MODIFIED PROCTOR). LU THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 v PSF. p O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO U • DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE Z Q �1L6 M STEMWALL CHART ON $3 FOR REQUIRED REINFORCEMENT AND Q N FOOTING SIZES PENDING DEPTH OF STEMWALL. o ry • r W Z FOOTING SCHEDULE pq 2 r > 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. U Z O WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. LLO 'lli a� BARS & 3" MIN. COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN ZO • Z 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" to BARS & 3" MIN. COVER TO EDGE OF CONC. O SIDE 6" O.C. > z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. d BARS & 3" MIN. COVER TO EDGE OF CONC. j 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U 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. p z z 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. Q < (9 2.6 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U 0) U LL BARS & 3" MIN. COVER TO EDGE OF CONC. ^J^ u.1 - o v 36 x36 x12 dp w/ #5's EQUALLY SPACED EA. Z L.L. CO N O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. O 06 W z � "' E BARS & 3" MIN. COVER TO EDGE OF CONC. Q z (9Q 0 LL r' a, 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. U Z U �. o 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O O f— C U K cO i J J UZWo8 BARS & 3" MIN. COVER TO EDGE OF CONC. W Q ° ° a m 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. fn p F � wd. ui o 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. Z Z ¢ Cn z Z E BARS & 3" MIN. COVER TO EDGE OF CONC. ti O ° _ 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. Q (.5 4 Fj WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W Q w N O BARS & 3" MIN. COVER TO EDGE OF CONC. U W z u' U 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. Q Z O 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. p 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. U I— 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q W U— BARS & 3" MIN. COVER TO EDGE OF CONC. Z W 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 65 ..� 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC. O 54"x54"x16" dp w/#5's EQUALLY SPACED EA. IL M 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 2 BARS & 3" MIN. COVER TO EDGE OF CONC. Z N � 54"x54"x24" dp w/#5's EQUALLY SPACED EA. z C4 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Q BARS & 3" MIN. COVER TO EDGE OF CONC. O J 60"x60"x16" dp w/#5's EQUALLY SPACED EA. 0 ILL O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. Z Q BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. W 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. 0 0 LL BARS & 3" MIN. COVER TO EDGE OF CONC. Z Q W SYMBOLS LEGEND U li- H O w ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO 3:a O TIE BEAM ( 7'-4" MAX U.N.O.) 0 W F-- • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. LU -- 0 Z TO TIE BEAM. 0 W(.5 Q W�°-0- 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. p V � J Q Z LnWowF.�t — INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. LU - � #5 CONT. FT.G TO TIE BEAM. Q CMQ W j IL in 1-- 'e W U STRUCTURAL ENG: BAD H Z -STRUCT: HBG FOUNDATION PLAN_ 1 /4"=1'-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. 0 QC CHECK: MRB LU JOB No. DWH-2170096 SCALE: AS INDICATED ~ DATE: 03/07/17 u S2 SYMBOLS LEGEND W IN INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO Q TIE BEAM ( 7'-4" MAX U.N.O.) z W • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. tY INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 0 N INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. zz #5 CONT. FT.G TO TIE BEAM. 0 Z D O W — � I— C W w O U U U) (1) #5 HORIZONTAL TIE Z W AT TOP, BOTTOM AND z 0 AT 24"o.c. VERTICALLY o BETWEEN COLUMN a AND MAIN HOUSE CMU `� 4 IM Q (1) CONT. #5 FROM TIE BEAM 0 2'-4" 2'-0" 1'-4" (10 SOOTING a w W HORIZONTAL LAP I= - TIE AT TOP,. SPLICE, 0 BOTTOM AND MIN. AT 24"o.c. OF 25" z ■ ■ • • ■ • VERTICALLY ° 0 %%%111111/11® w M ■CL FILLED CELL u) ®® ®�� ■ BETWEEN t®® -1 COLUMN AND ®®®".®®"®®®j>� ✓;p w oo D1 MAIN HOUSE " ®" /l� ® o Y ° 52.1 o CMU 4 u p®+ Q V °° PLAN VIEWAr- Co -, -� o 0 ®¢ SECTION VIEW ®®' ���o®�� o MD1O TYPICAL MASONRY COLUMN TIE IN w 3/4" = 1'-01, -� 1 o ca 0 ° ti U • Qn Iloi'yJflbJ� M h� I cm M ^ U Q J / ■ w o ■ 1 o z L N a- C.0 C° O U ccc b °p U)�kullIl .G�ti U ti p z9 --- _ p o a Co ■------------ H o z 00 — — ■ LPL U) _J O cp __ O W -1 d co z ptf W 0 uj E o —o N O H ZtoLL 0) tg --- Q QzOL`-� ■ I I ■ o J F= �Oi��� °' L" J N _ � <00% I w z QQ�Z0 ■ _ ■ Z LLUN¢ LU w O Z o � 0 1- 0 g I_.. O 'i 1'-10" 3'-8„ 6".0 U 1- aW Lu IN ■ Z = w ■ to o O d M ap N N D1 p M o S2.1 ■ ■ (V p LLrj 0 O ■ fV - z Z 0N Ii. I- U- 1'-8" 4'-0" 1'4" 4'-0" 2'-8" 3'-8" 3'-8" 2'-8" Z HCO W Q M 24'-0" L _ >- O o 11.1 W OZ QV0 U W>a(L W H W Z ---- c�n W � all �O1111 1NQ I-�Q��pW STRUCTURAL El BAD Q DRAFTING: f- z-STRUCT: HBG QC CHECK: MRB LU JOB No. DWH-2170096 SCALE: AS INDICATED ~ DATE: 03/07/17 DOWEL PLAN- 1/4"=1 1-011 S2,1 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. A W (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO TIE BEAM SPLICE TO a TIE BEAM SPLICE TO a � BE MIN. 25" GROUT I'� BE MIN. 25" GROUT CELL SOLID PENDING SITE CELL SOLID PENDING SITE CONDITIONS, SEE All CONDITIONS, SEE MASONRY WALL I DETAIL MF20 OR MASONRY WALL °I l DETAIL MF20 OR SEE PLAN i DEEP MONO SEE PLAN DEEP MONO CONCRETE SLAB PER CONCRETE SLAB PER FOUNDATION PLAN a FOUNDATION PLAN > � VARIES 7 SEE PLAN , a, I.. nW 4m aIII ,I° CIO GRADE IT I .I'= I C9 co _:.,4rJ = o I I= I I=1 (2) #5 BARS CONT. I 111= I I I -- I W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS fiF�OTYPICAL EXTERIOR FOOTING 3/4"=1'-0" OPT. MASONRY CURB @ ELEV. 0'-0" w/ (1) #5 ' CONT. BAR SLOPED GROUT TO DRAIN OPTIONAL CURB BY BUILDER g CONC. SLAB PER 8 FOUNDATION PLAN w 4 IN Ia " a 4 ° a a ' '. I — L....._.I I 14I' I a0 . • I I 8I1 i I I I=I I =1 I- PENDING SITE CONDITIONS, SEE `4 '. `. DETAIL MF20 FOR DEEP MONO (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE w/(3) #5 BARS FOOTING @ SHOWER AT MASONRY d" 4bo O e ° I GRADE iC w a °4.1 �I W', (2) #5 BARS CONT. ' CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE T-4" WIDE w/(3) #5 BARS :� TYPICAL GARAGE CURB FOOTING 3/4"= V-0" CONC. SLAB PER 8"x12" THICKENED FOUNDATION PLAN SLAB w/ (1) #5 CONT. w/ 3" COVER TYP. • ,, GRADE m d I_I I I- III -III -I _ THICKENED EDGE 11I I I1 n- w O U ib CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 3/4"=1'-0" 3/4"=1'-01, E FILLED CELL PER PLAN WOOD POST PER PLAN FOR SIZE AND BASE CONNECTION 4„ _ TOP COURSE TO BE GARAGE CHAIR BLOCKS. J ENTIRE BASE TO BE FILLED SOLID TOP VIEW CORNER SEE ELEVATION CMU BASE w/ (1) #5 CONC. SLAB PER FOUNDATION PLAN GARAGE WALL VERTICAL @ EACH BEYOND CORNER. SEE FLR. a .. •• f PLAN FOR BASE SIZE ° °' a d d ° - --- 4 z d ° O DRIVEWAY BY SEE FOUNDATION FOR m a H h I 4 BUILDER- CONCRETE PAD SIZE ° w M OR PAVERS I.:4 e a a. w w CONC. SLAB OR d a d > w ' A. ,4aQ PAVERS PER PLAN ° ae, 4 O w I � � .ae I ei (n '- � co e ,.-__I = I ....--- CLEAN COMPACTED A. — I I NDARD @ 95% STA 4°4FILL d' ' - DENSITY -III= �°- ° d ° = = La-°-5 8° 3" COVER TYP. 8" x 8" THICKENED CLEAN COMPACTED - 4 ' 4 '' 4 " 01 EDGE w/ (1) #5 CONT. FILL @ 95% STANDARD °. I- DENSITY 1F1 THICKENED EDGE @ GARAGE DOOR F1 FOOTING @ ENTRY MASONRY COLUMN CONC. SLAB PER - FOUNDATION PLAN PVC SLEEVE MIN. - DIAMETER TO BE 2 PIPE SIZES LARGER THAN THE PENETRATING PIPE 3/4"=1'-0" 3/4"=1'-01. U) W CONC. SLAB PER FOUNDATION PLAN z IL rW VJ A e,, °.. d r 4 .4 ., ,°.. — 45° II — IIII � I I I I III I I .I-811 I I 411 , I IF BRG. WALL ABOVE- 1/2" J-BOLT W/ MIN. 6" PAST DEEPEST STEP REQ'D MIN 4" (1) #5 CONT. w/ 1-1/2" COVER TYP. 1-112" COVER TYP. CONCRETE SLAB PER FOUNDATION PLAN w z z a a a ° 4' 4 —1— W111 Til �I111 I I I_I I I— `— CLEAN COMPACTED \ FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. w/ 3" COVER TYP.; AT 2-STORY COND. (3) #5 BARS REQ'D & FTG TO BE 20" WIDE NON -BEARING SLAB STEP DOWN AFO DOUBLE STEP FOOTING 3/4"=1'-01, VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS MIN. 24" BEFORE ANOTHER STEP W ,4 e aA. , 4 .ae ' ' F d. y °e —Uj ° Ze °'—'�q— I.CID I 4 4 ° I,da° ° pd, -23 a' 4 a d J ° W W ,e �•_.�.. �o I =I _._.. _'� 4 _ _ - (2) #5 CONT. w/ 3" (2) #5 CONT. w/ 3'� - -_ = COVER TYP. COVER TYP. _1 I -III-I I I -I I I —III -I (2) #5 BENT BARS w/ MIN. 25" LAP SPLICE TYPICAL STEP FOOTING DETAIL HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q FLUSH w/ FOUNDATION WALL SCHEDULE WALL SCHEDULE z 0 BELOW W U) CONC. SLAB PER - _ -- - I FOUNDATION PLAN 2 1/4 CONC. SLAB PER w FOUNDATION PLAN d 2x PT SILL PLATE 2x P.T. SILL PLATE N - �_ -.4d d ! .,e., 'e I. _ -_ - d I( —I I-III00=I III -III -III- • . , , 4 _III -III -I I I w I I_I I L_ I I III I' _ I —I �, -III-' - III -III- 1-L 4= _- - w o 0 U _ =� ► L I- •I h- 11=1 I =1 I I I I-1 I I III III- (D W VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS a e da e d ° �° .e I :f° I �I e a' a e ° 14I ° .. e 4 tl a .ev e4 ����E�m ° '44 a IX w 1 I I I —I I 111 11 1 V Z > OU (2) #5 BARS CONT. w/ 3 CLEAN COMPACTED (2) #5 BARS CONT. w/ 3 CLEAN COMPACTED COVER TYP.; AT 8 8 FILL @ 95%o STANDARD COVER TYP.; AT FILL @ 95% STANDARD m `�' 2-STORY COND. (3) #5 DENSITY 2-STORY COND. (3) #5 DENSITY 0 CLEAN COMPACTED BARS REQ'D & FTG TO BARS REQ'D & FTG TO FILL @ 95% STANDARD BE 20" WIDE BE 20" WIDE WHERE 2ND STORY OCCURS, FTG � DENSITY SHALL BE 1'-8" WIDE w/(3) #5 BARS w W � Ift LL' AFO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=V-0" 3/4"=1'-011 3/4"=1'-0" ®`��®° �-! 4 r� ac r►. cs Y 00 d O ® Z i.0 w i T �' ®®°° •• ® z d M MASONRY WALL SEE PLAN °®� ®° •°.®® ®®'go* Q CL p Q����� } OO ' '"° '• ° SLOPE CONC. SLAB PER FOUNDATION PLAN I (1) #5 FROM FTG. TO TIE BEAM MIN. 25" 2 ®® r liltt ` ro �- #5 CONT. PER MFG SPLICE GROUT CELL w REINFORCEMENT SEE SOLID PER PLANS FOUNDATION PLAN d FOR QUANTITY I , 2 `./ o 25" 1 25" 1 THRESHOLD PER MFG °.:° a .°. I.T. �pf BAR, ONE FOR EA. rr s _ 0 4° a r° q - "a _ N Q H O HORIZONTAL CONC. SLAB PER w I I = I =1; I M U r vdr REBAR, TYP. U.N.O. FOUNDATION PLAN I I— I - -- - - - - - - W o TYPICAL CORNER BAR DETAIL (TOP VIEW) #5 DOWEL W/ MIN, 6" CONC. SLAB PER CONC. SLAB PER EMBED. INTO MAIN FOUNDATION PLAN FOUNDATION PLAN FOOTING W SIMPSON EPDXY @ 12" O.C. CONCRETE STAIRS AS REQ'D PER GRADE W/ MIN (1) #5 BAR @ NOSING e •a .. °'° °°' �, SEE b 1-�"' a (2) #5 DIA. BARS @TOP :. i :°; . < 9 I 00 M00 (2) #5 DIA. BARS @TOP I e - M •� ° W z ,, °. = WHEN MONO DEPTH °° ° ' I ". ;' U g 2 WHEN MONO DEPTH ° .. 2 O = z EXCEEDS 26", IF -I-- ; I '` I°' ° I e I- EXCEEDS 26", IF � DEPTH < 26" THESE I — 4,a � P A' DEPTH < 26" THESE BARS ARE NOT REQ"D _ fi' . e: . '.a I GRADE BARS ARE NOT REQ'D I= °;�, ° GRA E #3 STIRRUPS @ 48" _ _ I ' A I • �, _ #3 STIRRUPS @ 48" d O.C. WHEN MONO .. I = ° I° a' ° '"==z_ I O.C. WHEN MONO _- " I° ; a• °. .a° - _ z DEPTH EXCEEDS 26", : I = I ° I ° - I I DEPTH EXCEEDS 26", - IF DEPTH < 26 THESE - I - a ° °. 04 IF DEPTH < 26 THESE BARS ARE NOT REQ'D I- --I �r°�' - I BARS ARE NOT REQ'D (2) #5 BARS CONT. W/ _ III - - I CLEAN COMPACTED (2) #5 BARS CONT. W/ --I I . _ III I (=1 I -, CLEAN COMPACTED - 3 COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. '4, = FILL @ 95% STANDARD DENSITY - DENSITY ��-�� 'MFA DEEP MONOLITHIC FOOTING AF2i\DEEP MONOLITHIC FOOTING W/ STAIR 3/4"=1'-0" 3/4"=1'-0" TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE CENTERED AT PIPE PENETRATION ° d d 8" CMU - TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE = 4 FINISH PER ELEV. CENTERED AT PIPE 8" C.M.U. FINISH PER PENETRATION FINISH FLOOR ELEV. -I z - ° �, •. 4 - PENETRATING FINISH FLOOR PIPE PENETRATING PIPE - •'GRADE - ;d.... • .. a . = I SEE FDN. I- - °' •, � LOOP TIE TYP. _ ° ° � �4 a: • _ � -I I PLAN FOR �- ' ; •* ( )&REINF. _ _ _ �, - + ° • r _ _ — —� I =�- PIPE PERPENDICULAR TO FND • • "' \ 1 - -III = _ TOP (2) #5 x 4'-0" FOOTING PER PLAN - z_� I _- I =I - =I I=� I _ CENTERED AT PIPE =_ _=III- I � PVC OR SCH40 SLEEVE PENETRATION CLEAN COMPACTED FOOTING PER PLAN _ I -I - I - FILL @ 95% STANDARD -I SEE FDN PLAN I —I II (SIDE VIEW) DENSITY -� i l— I— FOR SIZE ( I=III 4 Q PVC SLEEVE I -III_ & REINF. (FRONT VIEW) - I 11I ° . MI I� PIPE VERTICAL THRU FDN �� — 4 °4 4 a° 6 I— F1 TYPICAL FOUNDATION PENETRATIONS —' I I=1 I ICI I ICI 3/4"=1'-0" PIPE PARALLEL TO FND 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 express M —III I I-- I I —I -_ I► a_ U C o (2) #5 BARS CONT. ITI I L=III—III III— I ' _ o SLOPE W/ 3" COVER TYP.; @ T-4' 2-STORY CONDITION 0 LL z 11 O CID 4 PER MFG " SLOPE EXT. SURFACE (3) #5 BARS w/ 20"x�11������''�'�''� O yi;l,a,Ii �ti OR GRADE 1/4" PER WIDE FOOTING CLEAN COMPACTED Z z �G FOOT AWAY FROM /° FILL @ 95 STANDARD _O ��ly p BUILDING DENSITY ) O ....1 0 ELASTOMERIC JOINT FILLER tl Q EXTERIOR DOOR POURED SILL fiFl�\FOOTING AT INTERIOR BEARING WITH CMU LI � �/1 V ./ 3/4"=1'-0" 3/4"=V-0" U ❑ � J U) ❑ _ z LL O W w J ti O �� Z O Q � W O UJ rNi h E QZ��� g U Z V � a 00 � LLj ! 0Z w O F- J 0 cOn i zowIs8 ¢oov V•w Z Z�U)�Z H Z << Zo E Lpga 0 H cli U W Q U- U (14. Z J Z Z O p O U LU W O z W LL w U) �...� U) O d M Z `N O _I U- LMJ � Z w _ O I- LL LLB Z M la- (a Ih is 0 ❑ w F �e Q O V z W � °- a I— LL! --- w v?wQQ Z o LLJ --? - 0 W � �[ 'e c w U IZ D h .0 o' H W STRUCTURAL ENG: BAD J-- Q DRAFTING: _ _...,_,.-. P Z w -STRUCT: HBG . QC CHECK: MRB 0 JOB No. DWH-2170096 SCALE: AS INDICATED ~ DATE: 03/07/17 ' S3 ,ed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO SEE STEM WALL KNOCK OUT / CHAIR HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER w (1) #5 FROM FTG. TO _ CHART THIS SHEET BLOCK COURSE W/ #5 TIE BEAM SPLICE TO SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING Q Q TIE BEAM SPLICE TO BE MIN. 25" GROUT KNOCK OUT CHAIR FLUSH w/ FOUNDATION WALL SCHEDULE FOR FILLED CELL CONT. WHEN STEM WALL SCHEDULE II° / z BE MIN. 25" GROUT SPACING &FOOTING WALL IS OVER 3 w 1. CELL SOLID BLOCK COURSE W/ #5 BELOW LU CELL SOLID KNOCK OUT / CHAIR m SIZE & REINF. COURSE TALL CONT. WHEN STEM w BLOCK COURSE W/ #5 FILLS OMERIC JOINT WALL IS OVER 3 � F CONC. SLAB PER OPTIONAL CURB BY CONC. SLAB PER I w - MASONRY WALL FILLER ONLY @ e ¢ FOUNDATION PLAN CONT. WHEN STEM II 2 1/4 � SEE PLAN I ' WALL IS OVER 3 FLOATING SLAB COURSES TALL ? BUILDER FOUNDATION PLAN co I CONC. SLAB PER r CONCRETE SLAB PER �Id COURSE TALL LOCATIONS (FLOATING z � z LU SLAB NOT PERMITTED I MASONRY WALL I w F.F. FOUNDATION PLAN FOUNDATION PLAN II.: SEE PLAN a > 2x PT SILL PLATE 2x P.T. SILL PLATE N I WHEN STEM WALL IS w I ° ZO OVER 3 COURSES /^ _ II vJ d° e e e ° '.d d' .d; ,� • .. 1 d' I .d di , 4 TALL) °.. ' d z a d a a -_ I I ° 4 ° d1.. O z ° e C e .. .d .i o — ' a _ An I I— daN�11 wz edVARIES d GRADE ° -45 — — — — — —_ GRADE SEE PLAN-_ _ = I --- w - _ _ _ _ a _ _ _ I I = — I = I I _I I III— �I III-1 1=1 =1 I III _ —1 = _ — =1 = I = - __— = 1=1 I 1=� 0 SEE STEM WALL _ _ 1= I I _ _ SEE STEM WALL = I I=I I' I I=I =I I = I 1= I=_ I I=I I=I I = — _ LOPED GROUT TO -I I — _ _ — = I �_ - _ =1' p U —1-_.. S—_ _ I — —� 1— I. I —I I III —I I I (— CHART THIS SHEET - --- - a d CHART THIS SHEET I -I �- =I z 111= I =� I=I I = I=III DRAIN _I - - - I I 1=I I ( I I ( III=I' U FOR FILLED CELL = - = I - I =I I I= FOR FILLED CELL I =) 1= I = Z III=1 I I d, '� I I I . - I —I —I I p w SPACING &FOOTING - I - I z SPACING & FOOTING Id 1- I- =- I I -III III I I ' SIZE & REINF. I - I - 2 SIZE & REINF. I == I - Z _ - - - I:. =I I =- I � _ I= I=) 1= —I I CONC. SLAB PER 8 8 � 0 11= I = IIII I I = 11=1 = o -1 I I= I 1=-= �I; 1=� - I CLEAN COMPACTED I= I� a (=I (= FOUNDATION PLAN (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED (2) #5 BARS CONT. w/ 3" CLEAN COMPACTED m —I I — I I =I II = I—) _— _ = I I FILL @ 95% STANDARD �� " — I CLEAN COMPACTED COVER TYP.; AT 8 8 FILL @ 95% STANDARD COVER TYP.; AT FILL @ 95% STANDARD a I III=� I_I=I a I e DENSITY it I w I= 111= I I FILL @ 95% STANDARD 2-STORY COND. (3) #5 DENSITY 2-STORY COND. (3) #5 DENSITY 0 III I WIDTH —I I— DENSITY BARS REQ'D & FTG TO BARS REQ'D & FTG TO CLEAN COMPACTED = — _ — — CLEAN COMPACTED = I— — _ I— — — I I I REBAR w/ TYP. COVER BE 20' WIDE BE 20' WIDE LL FILL @ 95% STANDARD I -_ =WIDTH = REBAR w/ TYP. COVER FILL @ 95% STANDARD - =WIDTH REBAR w/ TYP. COVER I-IIIIII - PER STEM WALL _ _ _ PER STEM WALL PER STEM WALL DENSITY I -III I I I = CHART THIS SHEET DENSITY I III=) I I III —III= CHART THIS SHEET CHART THIS SHEET III I I I —I � I —I rSF01� TYPICAL EXTERIOR FOOTING (SF02 TYPICAL GARAGE CURB FOOTING AF03� NON —BEARING SLAB STEP DOWN (SF03 FOOTING @ SHOWER @ MASONRY AFO BEARING SLAB STEP DOWN AFOkFOOTING AT INTERIOR BEARING _ O M 3/4 -1 -0 3/4 -1 -0 3/4 -1 -0 3/4 -1 -0 3/4 =1 -0 3/4 -1 -0 > �oo �®` w IF BRG. WALL ABOVE- WOOD POST. PER TOP COURSE TO BE •• ®°° ° `� ®'O�° C' `-•e 0 1/2" J-BOLT W/ MIN. 6" VERIFY W/DETAILS FOR REQ'D VERIFY W/DETAILS FOR REQ'D cn PLAN FOR SIZE &BASE CHAIR BLOCKS. ,� • • A;. py = V PAST DEEPEST STEP STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS LU CONNECTION SEE ELEV. FOR ENTIRE BASE TO BE _ +® �'- ®® J REQ'D w BILK WIDTH FILLED SOLID w • -"` Q (1) #5 CONT. w/ 1-1/2'" MIN 4" a d ®® z w- ZQ ® cs Q O•''4 <C LU COVER TYP. 1-1/2" COVER TYP. ° e co CLEAN COMPACTED ° d CMU BASE W/ (1) #5 Ile, ��- p MIN. 24 BEFORE Id I.. d FILL @ 95% % ° ° VERTICAL EACH °•°®®®®®®®•••• �? .gam' w U_ CONCRETE SLAB PER CONC. SLAB PER 8"x12" THICKENED ANOTHER STEP �• I .•:d' SLOPE STANDARD I.d° d p CORNER FILLED SOLID. op ®s PRO����� 00 w FOUNDATION PLAN w z FOUNDATION PLAN SLAB w/ 1 #5 CONT. I ° DENSITY ° "- SEE ELEV. FOR BASE O I rn m►rrrrri` n w w/ 3" COVER TYP. P 'I �° #5 CONT. ..PER MFG a w = SIZE w a a ° :.'S.' .'' n:. < '• d ae e • ° ° d .� FOUNDATION PLAN SEE ° d ONC. SLAB PER° w m d r - GRADE w d ae d ° > °. L� ° I d FOUNDATION PLA d a d a e I° w J `,,� a d. 4 ° _____ _' — —. —.� —e ~' w d ° a I.e° A r. FOR QUANTITY ° .Fd,. O17r 0 - _ " d...i' d . °_ _ w o I I A I m #5 REBAR CONT. @ U a ° d. d d.' .o. d` . 'r . - = Z � .� eta w THRESHOLD PER MFG d °. a SLAB LEVEL �p _—I yI=III=I I 1=III= 1= d • __ _ ° ° . • � � ° ..° �' ° #5 X 25 x 25 CORNER � d . a ° ' a : a Z p r, ��^;cn - -I - - - = - = BAR ONE FOR EA. - Q aINr I —I I I —I I I —I I--- I" w_ °e lyl N — �- a' .I ° e. — I u a 'd °' d e . ° a dI ' HORIZONTAL U ♦ a t a0 n M C.) "'I I —I I I —I I I—III=1 I I I II - 11= a A. —_I a 1 CONC. SLAB PER w q EXTEND SLAB 1 1/2 1- I I I I=1 I III __ _ __ _— ( I I I REBAR, TYP. U.N.O. (-III- (--) I - d ... e ° I e, °. a ° Id FOUNDATION PLAN _ I=I I = 1'-4 e MAX. BEYOND BLOCK w a w �.I`' :�� .� a `° '°� ° d e. I° v „ FACE PER ELEV. a M O z col I=III `' (2) #5 CONT. w/ 3" _ _ Q I,il o O adl•. S Via)• ° O, +/ 16" I —III III —III —III w o a . °Al 4 COVER TYP. __) I— GRADE ca �— I I —=III= I (2) #5 CONT. w/ 365 " e a: SLOPE (1) #5 VERT. IN GROUT I _ = I I z_ - "" U z c� ; — — 16 MIN. = I - COVER TYP. FILLED CELL@ 72" O.C. I —I -I —I �I - ? I I— I O l O + d 0 11 U (2) #5 CONT. w/ 3 PER MFG ` " , •" ' '•. = I_ .d -- 0 V F-� (2) #5 BARS CONT. w/ 3 ih COVER TYP. -III =III-III-III--III—I (2) #5 BENT BARS w/ SLOPE EXT. SURFACE MAX &TYP AT EA. _ - I z G COVER TYP.; AT CLEAN COMPACTED OR GRADE 1/4 PER CORNER AND COL. _ p • Z 9 2-STORY COND. (3) #5 FILL @ 95% STANDARD CLEAN COMPACTED MIN. 25 LAP SPLICE FOOT AWAY FROM LOCATION FOR WALLS a �' d SEE STEM WALL F ��y BARS REQ'D & FTG TO DENSITY FILL @ 95% STANDARD BUILDING <_40" TALL. SEE p '," CHART THIS SHEET 0 BE 20" WIDE DENSITY FOR FOOTING SIZE O ELASTOMERIC JOINT STEMWALL SCHED. IF WIDTH AND REINFORCEMENT w Q m FILLER WALL IS TALLER.CL Lu 4FO��DOUBLE STEP FOOTING AFO��THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL fiF1'0� TYPICAL CORNER BAR DETAIL (TOP VIEW) AN1 EXTERIOR DOOR POURED SILL SF08 MASONRY COLUMN AT ENTRY 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-011 3/4"=1'-0" U �/'� �) 2x BEARING OR NOW WOOD POST. PER ~ � Z - - - - - - - - - - - - 3" MAX. OVERHANG 2x P.T. BOTTOM PLATE BEARING WALL, SEE Q 0 PLAN FOR SIZE &BASE OPTIONAL PLAN FOR MORE INFO CONNECTION U) (n U 2 1/4 ® FILLED CELL PER PLAN (1) #5 CONT. PER PLAN SEE PLAN FOR (1) #5 CONT. PER PLAN ELASTOMERIC JOINT w/ 1-1/2" MIN. COVER . POSSIBLE STAIRSIF TOP COURSE CHAIR FILLER 4 CONC. SLAB PER FORM/POURED PROVIDE (1) #5 AT BLOCK SEE PLAN FOR CONC. SLAB PER -- - - - - - - I FOUNDATION PLAN EACH STEP CONC. SLAB PER POSSIBLE STAIRS. IF FOUNDATION PLAN EE PLA GARAGE I #5 DOWEL W/ MIN. 6" FOUNDATION PLAN FORM/POURED #5 REBAR CONT. @ SLAB LEVEL N J EMBED. INTO MAIN d ' PROVIDE (1) #5 AT - - - •'d: , a.. •�....:...•_ :. :. ; .,:.°'`. ' o�.' .. .. FOOTING W/ SIMP. ° Q <.. �I M EACH STEP e e d ; ° ° ° ° ` SLAB EXTENSION UP TOP VIEW S`% � CORNER EPDXY @ 12" O.C. - - _ #5 VERT. IN GROUT = A4 2 CONCRET STAIRS I "- _ _ " a oo TO 1 1/2" (BEYOND (1) #5 VERT. IN GROUT - =I I I dI (1) = _ HAS REQ'D PER CONC. SLAB PER FOUNDATION PLAN GARAGE WALL BEYOND FILLED CELL @ 72" O.C. MAX. & TYP @ EA CORNER & COL = -I I —I —� j I- w I = a. .. �;I. �. - '� FILLED CELL@ 72" O.C. MAX &TYP AT EA. CORNER AND COL. =I I - —I =... — .: ° z g a j RADE W/ MIN (1) 5 BAR @NOSING I- - - _I -- — --- '�I I 1=1 I = (1) #5 CONT PER PLAN — — 8" — $ PERMITTED IF REQ. PER ARCHITECTURAL ELEV. I DRIVEWAY BY LOCATION FOR WALLS - I=I w I = I LOCATION FOR WALLS = I= I -w - w/ 3" COVER TYP. GRADE BUILDER- CONCRETE <_40" TALL. SEE L - - <40" TALL. SEE = 1=I I. - I I _ I — —_ 4 M..... OR PAVERS STEMWALL SCHED. IF ' I=I I I I I=I I '? STEMWALL SCHED. IF -I =I I �.. e .. (1) #5 VERT. IN GROUT = I I I (I- ° WALL IS TALLER I I — FILLED CELL@ 72" O.C. l °O WALL IS TALLER. - — I —AIM DOWEL W/ MIN 6" _ STEMWALL SCHEDULE FOOTING DIMENSION STEMWALL NUMBER/ SIZE OF BARS MAX. FILLED CELL 1-STORY 2-STORY HEIGHT SPACING (O.C.) IN STEM WALL DEPTH WIDTH DEPTH WIDTH (2) #5 BARS FOR ONE STORY OR MATCH FILLED CELL 8" - 40" 10" 16" 10" 20" (3) #5 BARS FOR TWO STORY SPACING PER PLAN (2) #5 BARS FOR ONE STORY OR 48„ - 64 10„ 20 101 20 (3) #5 BARS FOR TWO STORY 40" 10" 30" 10.1 30" (3)#5 BARS FOR ONE & TWO 32„ STORY 'A ''4 —= _ I GRADE _ I ( MAX & TYP AT EA . FILL a _ CLEAN COMPACTED CLEAN COMPACTED EMBED. INTO MAIN CORNER AND COL . 5% STANDARD FOOTING W/ SIMP. LOCATION FOR WALLS a EXTEND REBAR ABOVE SEE FOUNDATION PLAN . IEIPDXY @ 12" O.C. <40" TALL. SEE @ 95/STANDARD —I@9SLAB PER MIN. LAP ° zo FOR F.C. SPACING °'HDENSITY SEE STEM WALL SPLICE AS REQ'D. COMPACTED DENSITY e ABOVE SLAB LEVELFILL @ 95% STANDARD 4STEMWALL SCHED. IF WIDTH CHART THIS SHEET AT EXT. WOOD WALL —I I— ° ° ° w - _ �_ FOR FOOTING SIZE LOCATIONS: DENSITY SEE STEM WALL -I = �. - SEE STEM WALL _o- WALL IS TALLER. VERT. 11 11 CHART THIS SHEET AND REINFORCEMENT BARS TO TERMINATE 8" 3" COVER TYP. 8 x 8 THICKENED CHART THIS SHEET I= - -- - _ EDGE w/ (1) #5 CONT. FOR FOOTING SIZE _ I - =WIDTH = I I AND REINFFOR ORCEMENT I WIDTHNG SIZE- Ii II i @ SLAB LEVEL EXTERIOR SHORING/ BRACING TO BE w/ 3 TYP. COVER AND REINFORCEMENT -III - - - -I I -' '-' . ' 11 -' '-I KNOCK OUT /CHAIR I PROVIDED BY THICKENED EDGE GARAGE DOOR SFO STEM WALL FOOTING PORCH SF06 STEM WALL GARAGE STEP DOWN SFO WOOD COLUMN AT ENTRY BLOCK COURSE W/ #5 CONTRACTOR TO - @ - @ CONT. WHEN STEM PREVENT STEM WALL 3/4 -0 3/4 -0 3/4 -_ 1 -0 3/4 -- 1-0 WALL IS GREATER I BLOWOUTS/ CRACKS THAN 3 COURSE TALL I DURING BACKFILLING NOTE: NOTCH IN CONT. STEM WALL 3" FOOTING IS NOT TO tg F OTING BEYOND TOPx BE DIRECTLY BELOW CENTEE REE D ATT PIPE = PENETRATION GIRDER OR a ADJACENT TO AN ° . w PENING WITH A GIRDER ABOVE 3' VERIFY WI H 3" MIN COVER PLAN VIEW NOTCH CHART01 NOTCHED FOOTING @ CONDUIT TOP (2) #5 x 4'-0" - CENTERED AT PIPE PVC OR SCH40 SLEEVE ) SLEEVE PENETRATION r"" I- `�&REINF. STEMWALL PER PLAN " PIPE PERPENDICULAR TO FND GRADE = I =--a� v Q 4 •Q ° — I=—= I TOP (2) #5 x 4'-0" — — CENTERED AT PIPE 117 - — 4" PVC SLEEVE A/C -I = I = I= I I I= I = I = PVC OR SCH40 SLEEVE f°. = I I- CHASE _ - - - - _� PENETRATION NOTE: _ I I I I I I I III=1 I I I I I DO NOT PENETRATE = I I=I I d• - I =I I CELM LOCATIWALL ONFILLED _I SEFOR SIZEFDN AN I= a e• �� I I I _ & REINF.— _ PIPE VERTICAL THRU FDN —� _ d',. d ° _� 1(- TYPICAL FOUNDATION PENETRATIONS �I I=1 I ICI 3/4"=1'-0" PIPE PARALLEL TO FND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC, MASONRY WALL SEE PLAN CONC. SLAB PER I (1) #5 FROM FTG. TO FOUNDATION PLAN TIE BEAM MIN. 25" SPLICE GROUT CELL SOLID PER PLANS a 1'. d fe CONC. SLAB PER PLAN -IT II I - IF W.W.M. IS USED, I \\\ TIE TO #5 CONT. IN CHAIR BLOCK -I ( I I I I INSPECTION - IF STEMWALL TALLER CLEANOUTS REQ'D THAN 48 #4 TURN =i I_ 0 - FOR STEMWALLS > 40" BARS REQUIRED( LU I I I -I I= I � GRADE \\\ —III=_= _ .—. .. Ie .. d d'� I I =_ 1I— --r CLEAN COMPACTED — I —_1 I 1=I1i==1— I FILL @ 95% STANDARD_) I I _Z I DENSITY; TERMITEI 1=1II z I I I= - o (2) #5 BARS CONT. --III=III=III III- TREATMENT IN 12 - I- <�, •'e .. (I - W/ 3" COVER TYP.; @ q _4 MAX. LIFTS _ I CL o- 2-STORY CONDITION — (3) #5 BARS w/ 20" CHAIR FOR REBAR BY WIDE FOOTING BUILDER - I — =I I=I I I T CLEAN COMPACTED I I • . -III I 3" COVER TYP. FILL @ 95% STANDARD SEE SCHEDULE FOR DENSITY FILLED CELL SPACING AND FOOTING SIZE WIDTH ILL O W W -J.I � o ,� �,�•- ti Z O 06 W z - uE 1-�'�$ U�0 U Z c00 J Q050.o8 w H O _ Luw ,. z ° �H ZMZ Z a��uz E W Q N _j < U Z w Q I- L L Z O � O O 0w O z w LL T _ 05 O IL M Z `N OJLL z 0 = 0 11 I- LL (1)Z M z co ' F- = > 0 O }' 1 oUj j - z z Y- V0 wW�-a I— w oWw r� Z o p)_ F_ V C4 w W = IZ a Ill 'e W F_ STRUCTURAL ENG: BAD Q DRAFTING- H Z w -STRUCT: - HBG _ - � QC CHECK MRB LLJ JOB No. DWH-2170096 U) 2 SCALE AS INDICATED DATE 03/07/ I f fiFl` FOOTING AT INTERIOR BEARING WITH CMU STEM WALL SCHEDULE 3/4"=V-0" 3/4"=1'-01. S 3 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 II CONT. TIE BEAM w/ (1) #5 REBAR @ TOP (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN PAVERS @ GRADE (IF REQ'D PER ARCHITECTURAL PLANS CLEAN COMPACTED FILL @ 95% STANDARD DENSITY CONC. FTG. SIZE PER SCHEDULE w/ (3) #5's CONT. AND (1) #5 TRANSVERSE BAR @ 12" O.C. PRIVACY WALL FOUNDATION DETAIL 6TWu 11M u PRIVACY WALL SCHEDULE WALL HEIGHT FOUNDATION (WIDTH x HEIGHT) FOOTING REINFORCEMENT DOWEL SPACING 0'-0" to 4'-0" V-8" x V-0" (3) #5's CONTINUOUS 96" O.C. 4'-1" to 5'-0" 2'-0" x V-0" (3) #5's CONTINUOUS 72" O.C. 5'-1" to 7'-0" 2'-6" x V-4" (3) #5's CONTINUOUS 32" O.C. T-1" to 9'-0" 3'-0" x V-4" (3) #5's CONTINUOUS 24" O.C. (1) #5 FROM FTG. TO TIE BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID; SEE PLAN FOR LOCATIONS MASONRY WALL SEE PLAN PAVERS @ GRADE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY 8"x16" CONC. FTG. w/ (2) #5's CONT. ON CHAIRS FOUNDATION DETAIL AT PAVERS/ GRADE 3/4"=V-0" (1) #5 CONT. PER PLAN w/ 1-1/2" MIN. COVER CONC. SLAB PER FOUNDATION PLAN LIN BRICK SOLDIER COURSE FLUSH TO PORCH & 1" PROJECTION ..: bD (1) #5 VERT. IN GROUT _ FILLED CELL @ 72" z O.C. MAX. & TYP @ =III I�I=I �.r• a EA. CORNER & COL. LOCATION FOR WALLS -I I 4 — :. a :540" TALL. SEE 8" MIN. TYP., STEMWALL SCHED. IF 20 @ MASONRY WALL IS TALLER. COL U.N.O. E GRADE CLEAN COMPACTED I- I= I I =I - z FILL @ 95% STANDARD DENSITY _ a a IW o SEE STEM WALL 4 CHART THIS SHEET I —H I III —I FOR FOOTING SIZE =I —I _ _WIDT _ AND REINFORCEMENTI- SF13 STEM WALL @ PORCH W/ SOLDIER 3/4"= V-0" BRICK BEYOND. COLUMN BASE BRICK SOLDIER CONNECTOR TO BEAR COURSE FLUSH TO DIRECTLY ONTO PORCH & 1" CONC. SLAB -- PROJECTION (2) #5 CONT. PER PLAN w/ 1-1/2" MIN. COVER 8" CONC. SLAB PER FOU DATION PLAN �•aa. d. .,. m a. 00 (1) #5 VERT. IN GROUT I-t— � •: FILLED CELL @ 72" I I.__........^ -. ;�. ': z O.C. MAX. & TYP @ EA. CORNER & COL. LOCATION FOR WALLS -I I I 4' — <_40 TALL. SEE =1 I I I 8" MIN. TYP., �I $'f` a STEMWALL SCHED. IF WALL IS TALLER. 20 @ MASONRY COL U.N.O. �� GRADE CLEAN COMPACTED FILL @ 95% STANDARD DENSITY _ SEE STEM WALL 4 CHART THIS SHEET FOR FOOTING SIZE _ AND REINFORCEMENT (SF14 STEM WALL @ PORCH W/ SOLDIER & COLUM 3/4"=1'-0" I WOOD COLUMN PER 4" BRICK w/ BRICK TIES PLAN SEE FRAMING STAGGERED @ 26" LU PLAN FOR REQ'D POST O.C. HORIZ. & 16" O.C. -� F-- SIZE & BASE I VERT. Q CONNECTION CMU BASE W/ (2) #5 Z 0 CAP/ ROWLOCK PER VERTICAL FILLED p ar r SOLID. SEE ELEV. FOR v� ARCHS BASE SIZE W CONC. SLAB PER 0� FOUNDATION PLAN r (1) #5 CONTINUOUS @ d r TOP OF STEM WALL 0 AROUND PERIMETER 04 OF THICKENED EDGE Z (2) #5 CONT. w/ 3 r r � O COVER TYP. FLASHING, GROUT H Z SOLID BELOW p O WEEP HOLES @ 24° O.C. :° c c . 1.. a °.q. dam.ff SEE STEM WALL p a . ' 4tl 11 SCHEDULE ON SHEET OU U r4 SDI FOR REQUIRED I- MASONRY �I , b FOOTING WIDTH AND Z W �,. 8" COL. U.N,O.-1 DEPTH GRADE I Q SEE STEM WALL — =Ill. r SCHEDULE ON SHEET wIs'`•��. I—�' I SDI FOR REQUIRED o O VERTICAL DOWEL WIDTH � ; SPACING �� W Lij SF15 MASONRY COLUNN W/ BRICK VENEER o 3/4"=1'-0" Z O �Itrto�Y�®�I® w �g Ccmj 6 00 o = J Z U. ® Q o J W-r �W 0669"g," J ` IL O O V • p /�\ OrraOI`Z6' M Z Q c+) U Q UU o O O 1 II II �G (A �./ O O O w am W ❑ Z a U QW o �<0)o z �o C,6 zw�M��. �E� U Z Uoo0� O Z r- cOi)rQl.wz_�O� -� J zWo8 W Q000)z5b I— Z z�U)Wz ;_ I=_— 0 � LL z W 0 Z LL J O O O F- � a W � O z LU LL p= W W O o.. M z N 0 M O J LL z_ w _ O I— LL p Z ti W c' I=- O >= O o W W �Qvz w yaa WH W Z o W o W Lu 0 1% W 0ary �r.�� I— I U) STRUCTURAL ENG: BAD Q DRAFTING: H Z STRUCT: HBG W p QC CHECK: MRB W JOB No. DWH-2170096 SCALE: AS INDICATED ~ DATE: 03/07/17 S3.1 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. CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS w a H x O W z 0 U) CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE: HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' d� . ° 'e.'. 4e ° .�6� d:° d .° ' . ° °.. °� 4— mod'. i� ,_ _.'� i �.?� _ w W d, O P LL 4 °°ILI•e z uj d. BOTTOM STEEL IN LINTEL IF JJ g w ° e INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 , .a I °° e ROUGH OPENING PER PLAN — TYPICAL TRUSS ANCHOR PER PLAN — PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED — STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR I° ..a e 4' e e d °. ° " . NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT .. _ .... �, ......_1:...4. d SCALE: 3/4" = T-o" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL PER PLAN ° ..' TRAN•-S�OM` ^OPENING FRAME INFILLAROUI� ,. • ' ' WINDOW BY BUILDER `' . �'' SEE DOWEL PLAN FOR SEE WF01/SD1 FOR / \ ,•.... FILLED CELL INFO. MIN. (1) IS REQ'D ON ••' MORE INFO =;; .J _` .. EITHER SIDE U.N.O. . (2) 2X8 SYP#2 P.T. HEADER '• • :•• TURNED SIDEWAYS. ATTACH TO MASONRY •4 :: WALL W/ SIMPSON HU28-2 DOOR OR WINDOW OPENING FT MAX. OPENING 4 '•' ' ' HANGER @ EA. END. W/ °. (14) 1/4" x 2-3/4" TAPCONS " . TO MASONRY & (6) 10d NAILS TO HEADER LINTEL W/ TRANSOM DETAIL SCALE: 3/4" = 1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" "Bit „cJJ "D" "All "Bit JJcJJ "D" #3 1 7/8 4 1 /4 7 15 2 1 /4 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 #6 3 3/4 8 1/16 14 30 4 1/2 8 1/16 18 1/2 36 #7 j 4 3/8 j9 13/16 16 1/2 35 j 5 1/4 j 9 13/16 j 21 3/4 42 U 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 PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE " LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE-CRETE, QUALITY; AND LOTTS J Lu STANDARD LINTELS z STANDARD LINTEL NOTES CLEAR OPENING 8"UNFILLED 8F8-1 B / 8F8-OB 8F16-1 B / 8F16-OB 8F24-1 B / 8F24-OB 8F32-1 B / 8F32-OB w 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. ❑ 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONT. THRUOUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. _ - - 2'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 3'-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 8 BEARING EA. END o 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4' LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN z 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT O ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. Z 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 0 O 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD t - 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS � p„ 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 ADEQUATE FOR THE LOADS. w 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS O C) 10'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY 0 W 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH FOR AS REQ'D. z 11'-2" 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 p 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL � SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 cn 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 14'-0" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 iY 16'-0" 0 284 / 0 950 / 0 1379 / 0 1997 / 0 O --- 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / o MATERIALSLL 18'-8" 0 142 / 0 598 / 0 1114 / 0 1468 / 0 1. fc PRECAST LINTELS = 3500 PSI. = W 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. O 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE z STRENGTH = 1900 PSI. �rrrras/ w M CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1B/8R22-OB �� v 2'4' 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE �® �.�, d 00 2'-8" 1425 / 1425 3343 / 3280 4933 / 4933 6.270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. s®® ®°®�•00 ®'�r j W 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 ® � cv � z as 3'-4" 1081/920 2769/1716 QosS/2839 LINTEL DESIGNATION SCHEDULE ?'°' LL _ 4'-4" 846 / 833 2121 / 1716 3127 / 2839 tu ' , ® . --� - 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT / o ¢ uj ¢ 6'-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED R =RECESSED ✓ ®® z 4 r �(� . z —a❑, 71-411 480 / 322 1334 / 1334 1964 / 1552 .®• •'� ®®® a 8RF6-1 B/1 T QUANTITY OF #5 REBAR @ ®® „�' �� �®` O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O BOTTOM OF LINTEL CAVITY ® '•°� ��g��®®® LL B 8F8-16i1T 8F16-1 B/1 T _ ®�e O QUANTITY OF #5 REBAR AT TOP 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER w 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 0 8RF14-1B/1T NOMINAL HEIGHT -� r ONOMINAL WIDTH 2 0 8F16-1 B/1 T O O TYPE DESIGNATION o w �o E 8RF14-0B/1T Z � O 14ii�i�gipuyl`lbJ M ¢ wphl „ lyl� N 0 8F16-0B/1T 1-1/2 CLEAR cl U �30 6 z � • 8F20-1 B/1 T CO MM z _ #5 REBAR AT TOP MIN. (1) REQ'D ¢ W U o 0 ¢ ¢ C.M.U. U Z c 0 8RF22-1B/1T ° g ° to GROUT LL �r- ll I;Ngll lG��i� '6 z #5 REBAR AT BOTTOM OF LINTEL V itiilii^,I S U O 8F24-1B/1T CAVITY O Z BOTTOM REINFORCING PROVIDED L7 0� O 8RF22-0B/1T > Q 7-5/8" ACTUAL IN LINTEL (VARIES) O 16'-0"'8 NOMINAL WIDTH M m 8F24-0B/1T o_ Q W O N FILLED 0 8RF30 1 B/1 T i O 8F32-1B/1T 1-1/2" CLEAR O $RF30-0B/1T Q #5 REBAR AT TOP MIN. (1) REQ'D Oz s 8F32 -0B/1T Q Q C.M.U. - z � g O 8F38 -1B/1T �O toz 0 8F12 -1B/1T 0 8F40 -OB/1T BOTTOM REINFORCING PROVIDED C A 7-5/8� IN LINTEL (VARIES) 8" NOMINAL WIDTH Ow 8F8 -0B/1T SAFE LOAD TABLE NOTES rSAFE ALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL SED LINTELS BASED ON 4" NOMINAL BEARING. C T RATED. C C LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EORIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING I.NAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 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. C 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. C 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. e L WALL LEGEND F = 9'-4" T.O.M. r INTERIOR/EXTERIOR BEARING WALL (OR LINTEL IF REFERENCED ON SHEET F S4). VERIFY HEIGHT W/ ARCHITECTURAL PLANS F U.N.O. c L E is E C + e #7-3Y," a . e° e np" LAP SPLICE EMBEDDED STANDARD 90' HOOK STANDARD 180° HOOK 4�D�O8 REBAR SPLICE DETAIL SCALE: 3/4" = 1'-0" f 4 h ' h h d f MONTH CONSULTING 0 DESIGN OF WMR &ASSOCIATES LLC tr'ctl rohibit U I #3=2%" #4=2Y2' #5=2%" LINTEL PLAN_ 1 /4"=1'-0" 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, dupllcatlon, or trans er o t ese documents wit out t e expresse , written consent o 7 1 is s I y p ed ❑ (D LL W J I'z O z O o6 LLI z f- con E i= Q �az`�� U J Z 0 0 00w O H 0))�w,z! r .--J (n RO z a 8 W QOOCO42 C1) ZDU)izoE Z W O�LLW IL ' N J W z H LL C' J Z O O W C Wr M ti r N j M C U. 10 r Id 0 LL 0 Z C W Q M ) O � W 1 J- Oz w`av0 3�-WW�a z � WO w — :0��`MQ ) CIO lqq co w STRUCTURAL ENG: BAD � DRAFTING: '--STRUCT: HBG QC CHECK MRB JOB No. DWH-2170096 C SCALE: AS INDICATED DATE: 03/07/17 S4 STRUCTURAL ENG: BAD � DRAFTING: '--STRUCT: HBG QC CHECK MRB JOB No. DWH-2170096 C SCALE: AS INDICATED DATE: 03/07/17 S4 NOT WALL LEGEND LIJ QQ = 9'-4" T.O.M. = INTERIOR/EXTERIOR z C] BEARING WALLS VERIFY w HGT. W/ ARCHITECTURAL � PLAN U.N.O. OR LINTEL W �t 0 N Z O H Z is p LU FLOOR SHEATHING PER n i WATERPROOFING PLAN. ATTACH PER NAILING O V BY OTHERS SCHEDULE U (/) ROOF SHEATHING PER Z C) PLAN ATTACH PER MID -SPAN BLOCKING. p NAILING SCHEDULE NAILS EA. END ATTACH w/(3)10d TOE - TRUSS PER PLAN m Q 0 9'_4" � O J LL LLI 2x12 SYP #2 JOISTS @ 24" O.C. MAX. ATTACH EACH END LL CMU WALL B2x12 w/SIMPSON A35 USING (12) O BEYOND TYP. TRUSS #9 SD x 1 2" SCREWS CONNECTION r b����llllrr/®r�® w 0) PER PLAN00 .� g•,o ,2 �, �s J z LU C1CC*®"Q U --• < �� J 1IF01 BALCONY DETAIL Z H ®® P, % mUj ®//r1111B�'B` fn Via. LU IL p o U Z Qe "' larf N cvi U I,I �d'3j o I- II Z la-Q U o O ULL O U til Z p j 7 O w EL am E 0 U)LL J h O W L �J LUJ L1.1 Z H co E O O HZ�L�d U J Z VOC900 O O 0- F— cn � L ? J J Z rx o d cc I— Z z Z :D Zz = HST 0 CS Q a N U u-L7N¢ Q J ..� O O I.- U � U W Q z W LJI _ 0 �- w O IL M z C4 o M O J z � � LU 0 I— LL z Z co, U) y _ >=O o �- o J- Oz w Y Q V O U) W > (L 0v3waa W p F- �0 (i)NQ U C ti d' W I— STRUCTURAL ENG: BAD Q DRAFTING: H Z STRUCT: HBG W 0 QC CHECK: MRB ----- LU JOB No. DWH-2170096 SCALE: AS INDICATED ~ DATE: 03/07/17 FIRST. FLOOR FRAMING PLAN_.S5 E. SEE PAGE S5.2 FOR NOTES AND 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 I II 2x12 SYP#2 LEDGER. ATTACH EA. TRUSS VERTICAL USING (3) 4'x 4 2" SIDS SCREWS @ 16"o.c. MAX. 2x12 SYP#2 JOISTS @ 24"o.c. w/MID-SPAN BLOCKING. ATTA, EA. END OF JOIST USING SIMF w/(12) SD #9 x 1 2' SCREWS. B2x1 @ 9' ATTACH BEAM 1 CMU USING HG/ BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM SPACING SPECIES (plf) (3)12d (3)12d BW1 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN NAILS NAILS UPLIFT BW2 16" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 12' NAILS 570 pif MID -SPAN BW3 16" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 11" NAILS 570 plf 3rd. PT. (3)12d (3)12d NO BW4 12" SPF TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN NAILS NAILS BW5 12" SPF SP4 W/(6) 10d x 1-11„ NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN BW6 12" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 12' NAILS 760 p If 3rd. PT. (3)12d (3)12d NO BW7 16" SYP TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN NAILS NAILS BW8 16" SYP SP4 W/(6) 10d x 1-1" NAILS SP4 W/(6) 10d x 11" NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. 10d x 12" NAILS 10d x 12" NAILS BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN NAILS NAILS 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 11" NAILS SP4 W/(6) 10d x 11" NAILS 885 If p 1 3rd. PT. BW13 16" SPF SP4 W/(6) 10d x 1-1" NAILS SP4 W/(6) 10d x 12' NAILS 280 If p MID -SPAN @ 32"o.c. @ 32"o.c. BW14 12" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 12" NAILS 380 plf MID -SPAN @ 24"o.c. @ 24"o.c. 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 a 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 @ 7" 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 qO (2)2X4 SPF #2 BUILT UP STUD COLUMN BO (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN OE (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 OL 44 SYP #2 POST O6x6 SYP #2 POST NO 8x8 SYP #2 POST O3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER SHEET. O5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. 7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. 3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL 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 4x4: ABU44 w/(12)16d NAILS & g' EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & g' EPDXY ANCHOR WMIN. 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. NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"x22' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32' 8d RING SHANK .113" x 23' 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 VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE SYP(Ib) META16 w/(7) 10dx12" NAILS OR 1 ❑ META20 w/(7) 10d x 12' NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 (1)ply TRUSS (10)10d x 1-1" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (2)ply TRUSS (12) 16d x 11" NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 11" NAILS OR H10A 1015 H10A 1340 (2)ply TRUSS H10A-2 w/(18) 10d x 1"'NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12" NAILS 4 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12' NAILS 5 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 12" NAILS El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 - MGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 5" EMBEDMENT HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. FRAME TO CMU 3640 4235 SET EPDXY MIN. 7" EMBEDMENT 10 HGT-2 w/(16)10d NAILS w/3i EPDXY ANCHOR w/SIMP. SET s FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4) 1"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 18 Efl LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1500 EPDXY MIN. 7" EMBEDMENT CMU 19 HTT4 w/(18) 16d x 22' NAILS w g' EPDXY ANCHOR WSIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 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 GT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 P PLT. T INVERTED HDU5 ATTACHED TO POST. DBL. TO O FRAME TO FRAME 3300 3965 NVERTED HUD5 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. META16, @ 32"o.c. MAX. AND (2) 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. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 5. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 6. MISSED LINTEL STRAPS: CONTRACTOR TO INSTALL SIMP. HTSM16 @ EACH MISSED META16 STRAP LOCATION. IF DOUBLE META16 @ A 2-PLY OR 1-PLY TRUSS IS MISSED, USE (2)HTSM16 STRAPS. IF UPLIFT IS HIGHER THEN 2100lbs, 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 HEADER PLIES (INCLUDING LVLs) TOGETHER USING (2) ROWS OF 10d NAILS @ 12"o.c. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2x10 OR LARGER. 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 THEN (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/SD4 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR LSTA18 (2)2x8 #2 SYP TO BEAM: SIMP. HUC48 w/(14)16d NAILS B2x8 WITH 1/2" FLITCH TO MASONRY: SIMP. HU48 OR HUC48 PLATE w/(6)10d NAILS & (14)4'xA" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 (2)2x10 #2 SYP TO BEAM: SIMP. HUC410 w/(18)16d & B2x10 WITH 1/2" FLITCH (10) 10d NAILS PLATE TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x2a' TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 (2)2x12 #2 SYP TO BEAM: SIMP. HUC410 w/(18)16d & B2x12 WITH 1/2" FLITCH (10) 10d NAILS PLATE TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x22" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B3.5x11.25 (2)1.75"x11.25" LVL (10) 10d NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B3.5x11.875 (2)1.75"x11.875" LVL (10) 10d NAILS T MASONRY: O SON SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: SIMP. MSTAM24 TO POST: SIMP. HTS20 OR LSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & B3.5x16 (2) 1.75"x16" LVL (10) 10d NAILS 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 (2) LSTA18 B5.25x16 (3) 1.75"x16" LVL ON MASONRY: (2) SIMP. MSTAM24 * NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR LSTA18 B3.5x20 (2) 1.75"x20" LVL ON MASONRY: (2) SIMP. MSTAM24 * U.N.O. NAIL TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 12d NAILS @ 12"o.c. (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 2" FROM TOP AND BOTTOM OF BEAM NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 6"o.c. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 5. 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) 16d NAILS H2x8 (2)2x8 #2 SYP w/Z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 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) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.5x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ -1" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT # JACKS/KINGS REQ'D. @ OPENING OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 7'-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 NAILING SCHEDULE: 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. INFIELD. 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 PRESERV- ATIVELY 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. NAILING SCHEDULE FLOOR SHEATHING TO BE a' PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). 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: 1. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 2. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 3. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSTIONS NOT SHOWN HERE. 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. v z O z 00 uo IZ W IY o U Z W J M tY J U_ flw 4 !�'��r W v oD LLI C5 Y � J Z M D W 0 Z Q u1 C) U)- U) V � z Z W Z~Mr E f 1) U 7 Z Z Q Z L l. Z UO�a o O O W U)-FW- zn W = U J ix 0 0 0��. _ = wWvc OH fA ui o _ ~ W Z a(¢w�0 O � 0 C6 w W N J Z o J W Z oUN¢ O I- O U � O U W W z Z = W U) O � M OI r z CV o � 0 J J LL 0 z 'S Q i 0 11 H W z C Z W Q M � O CO) H O _ Q O W 1 o .,1- O_Z Uj - 0 L IJ > 0- a. COLD W�4 �O>0)NQ co W U0-0I�VIX H U) STRUCTURALENG: BAD DRAFTING: F- z WL] -STRUCT: HBG -- 0 QC CHECK: MRB JOB No. DWH-2170096 SCALE: AS INDICATED ~ DATE: 03/07/17 S501 H2x6 CONTINUOUS HEADER ch LO ti ti W W CJ1 II AT CJ3 & E CJ5 1I CJ5 CJ3 CJ1 M NOTE: COLUMN TO BEAR DIRECTLY ON CMU COL. BELOW ATTACH COLUMN TOP & BOTTOM w/(2) A34 EXTERIOR FRAME WALL SCHEDULE (DWH) WALLS WITH PLASTER OR STUCCO FINISHES WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-01, 2x4 SPF #142 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/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 FOR 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. 5. IF EXT. FRAME WALL IS NOT SUPPORTING PLASTER OR STUCCO FINISHES, FRAMER IS TO FOLLOW CHART ABOVE U.N.O. W J Q Z Q W 0 U) LU a N Z O I- Z 00 W .r- 1-- uO 0- W o U U (J) 0 W 0 0 .J m 0 W O J LL W W O U j ®•rrrr®®®r,, as '- •% �p d� r• oo e4' r ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B = " ®? ®� -� Z qm WALL LEGEND = 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. J W Qp a ®e P�O� ®®® �- o ® m v_ V W O U Z Z � O Jlyj QI,rrr M N U 'P 3j o o z U Q o � Z Z O O — a ui U I— U) z Q .I qn O W J ;7) Z 0_ W Z1. M�` E � P: Z (� Z Q Z LL c, Q cr. .5 O W J U5 W Z n 022 00�o$ ZLIJ ° _ OC Z 0 HZ Q a Z 0 U- Q N W W Q J Z N Q 0 O O I— U�O W W Q Z . 7- W w ..� O a M N z 0 M O J z U. 0 z � W = O �1 U- a C u.I Z a co F- O �O O W 1 w Yam_? U) W >LLJ 0. 0. UWaa �- cn Uj W0�1~M F- W a 40 to W jlli�hd'� F- U) STRUCTURALENG: BAD DRAFTING f— Z W -STRUCT: HBG QC CHECK: MRB- JOB No. - DWH-2170096 W SCALE: AS INDICATED _ ~ DATE:. - -- 03/07/17 ROOF PLAN- IOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1,4"_11_011 S5.2 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 Ili hi_ n PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL U. x U.N.O. cn (1) #5 VERTICAL IN c F , :. I:..: GROUT FILLED CELL (IF REQ'D PER PLAN) E NOTE: SEE MD08 ON c LINTEL PLAN FOR ADDIT'L REBAR INFO ..1 DETAIL VERTICAL REINFORCEMENT 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 MD04 THIS SHEET NOTE: CUT BACK 2x8 GARAGE BUCK DETAIL P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING +* AROUND CURVE. MIN. 2 TAPCON ANCHORS PFR ?x8 .. ARCH WINDOW FRAMING DETAILS 3/4"=V-0" PRE-ENGINEEF TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIP ATTACHED PE NAILING SCHE FROM TOP OF KNEEWALL TO OR SP2 CLIPS AND SP1 CLIP; BASE ARE REC 2x BLOCKING MIN 2x4 STUD; O/C 2x P.T. PLATE 1/2" x 8" A.B. 01 HID @32"O.C. FROM EA. END ON BASE PLAT TOP KNOCK 0 COURSE W/ (1; CONT. F1 KNEEWALL ABOVE MASONRY WALL 60�1 DORMER FRAMING DETAIL 2x6x12 P.T. CENTER BUCK 1/2" J-BOLT w/ 5-1/2" EMBED.CENTERED 2x P.T. NAILER ATTACHED w/ (1) 1/4"x 2-3/4" TAPCONS @ 24" O.C. AMX. & 4" FROM ENDS GARAGE WALL BEYOND 2x6 P.T. BUCK EACH SIDE OF OPENING (5) 1/2" DIA. J-BOLT W/ 5-1/2" EMBED. AT EA. DOOR BRACKET, EA. SIDE OF DOOR. PROVIDE 2"x2" WASHER W/ EA. ANCHOR. (1st BOLT TO BE 8" MAX. ABV. CURB, REST EQ.SPACED —24" O.C.) 1 /2"= V-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ,gkARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU j _-- HEADER (SEE PLAT 7/16" O.S.B. EA. SIDE ,gkARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD TYPICAL TIE BEAM W/ 3000 psi CONC. W/ (1) IBUILDER WATERPROOFING BY #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATIVE 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 (4) EQ. SPACED 1/2" TITEN HD ANCHORS w/ MIN. 1 3/4" EMBED. FOR HOLLOW BLOCK OR 3-1/2" EMBED.FOR SOLID BLOCK. MAX. 6" FROM TOP & BOTTOM OR 1/4" TAPCON W. MIN. 2" EMBED. 6" FROM TOP & BOTTOM & 12" O.C. BETWEEN 2x BUCK DETAIL SHEATHING PER PLAN SEE TYPICAL HEADER FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION STD. CONNECTOR (HEADER CAN BE LAST STUD OF NOTES EITHER UPSET OR KNEE WALL JOINING (2) 2x PLATE DOWNSET) UP TO MAIN HOUSE FRAME OUT TO BLOCK WALLS SHALL BE EDGE AS REQ'D 2x TOE NAILS ATTACHED TO MIN. LASTOF � EACH END ER (2) 2x FULL HEIGHT KNEE WALLL JOINING OCATION WALL STUDS w/ UP TO MAIN HOUSE (3) 16d COMMON (2)-16d NAILS @ 12" WALLS SHALL BE NAILS (TYP.) T(2) O.C. i (2) 2x TOP PLATE ATTACHED TO MIN. 2x FULL HEIGHT -Z WALL STUDS w/ MIN. 2x4 SPF #2 KNEE (2)-16d NAILS @ 12" WALL WITH STUDS @ (2) 2x #2 SYP SEE PLAN O.C. 2x4 SPF T. 16" O.C. W/ BLOCKINGGATTACH TO FOR BEAM SIZE STRUCTURAL � 7/16" OSB W/ (2) 8d SHEATHING ON BOTH MIN. 2x4 SPF #2 KNEE NAILS SIDES FROM TOP OF BUILDER FRAME WALL WITH STUDS @ 7/16" OSB EACH SIDE, WALL TO BOTTOM OF RADIUS AS REQ'D 16" O.C. W/ STRUCTURAL W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER SHEATHING ON BOTH � TO SIDE & TOP NAILER NAILING SCHEDULE I SIDES FROM TOP OF OTHERWISE SP2 CLIPS 2x BUCKS, AT TOP AND SP1 CLIPS WALL TO BOTTOM AT BASE ARE BEAM. ATTACHED PER REQUIRED NAILING SCHEDULE fiFAKNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. OUTLOOKER OR CONV. FRAME OR IF REQ'D, PROVIDE SHEATHING VALLEY TRUSSES PER CLOSURE WALL w/ CANTILEVER PLAN SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED GABLE TRUSS PER NAILING PATTERN EXT. SHEATHING; ATTACH PER NAILING SCHED. (2) 16d NAILS TO EA. CRICKET AS REQUIRED C COMMON TRUSS MAIN SPAN ROOF TRUSS SIMPSON META16 @ 32" 0 C GABLE TRUSS TO MASONRY. AT MAIN SPAN ROOF CD c WOOD WALL TRUSS Z U i LOCATIONS USE UPLIFT CONNECTOR CL � UPLIFT CONNECTOR LSTA18 OR MTS12 @ (SEE SCHEDULE) U c (SEE SCHEDULE) 32" O.C. MASONRY WALL SHOWN, SEE PLAN Z MASONRY WALL PER FOR WOOD OR LU 0 PLAN MASONRY W L GEO GABLE END AT VALLEY FRAMING 3/4"=1'-0" W 2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT F ROOF SHEATHING FOR STRAP l CO CONT. ROOF SHEATHING NAIL PER PLAN PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END p OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY H A K FRAMING DETAIL ODOUBLE TOP PLATE 1 B SIMPSON H3 H4, OR H5 @ EA. OF TRUSS OR C OEND RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ E JO STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHSFIN OCURVED ROOF TRUSSES PER PLAN OR CURVED MIN. H2X6 G RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING HEADER NAILED @ 6" O.C. STAGGERED NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D 1/4"=1'-0" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 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, LLC HORIZ. EDGE NAIL SPACING PRE -CAST LINTEL PER PLAN FASTEN PT 2x BUCK ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING # ROWS 2x4 3/16" x 3 1/2" 12" O.C. 1 3/16" x 3 1/2" " 2x8 3/16" x 3 1/2" 12" O.C. 2 TO MASONRY NOTES: 1. 1x OR 2x PT BUCKS/NAILERS SHALL EXTEND BEYOND INT. FACE OF WINDOW, FASTEN BUCK TO MASONRY W/ (2) ROW OF 1/4" TAPCONS 6" FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. TAPCONS SHALL HAVE AT LEAST 1" PENETRATION INTO CMU. 2. ADDITIONAL 2x WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" Z 0 i IZ O.C. @ EACH SUCCESSIVE BUCK O (� 3. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME U OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (D W (FASTENING) ARE MET Z C) P.T. BUCK PER DOOR 4. BUILDER SHALL FOLLOW DOOR/WINDOW MANUFACTURER'S WRITTEN _j MANUFACTURER'S SPECIFICATIONS. Z) SPECIFICATIONS. ca Q O J U_ .' w LU O va 1/2"=1'-0" w a�b�tt9Y�r�/®® Li C SHEATHING PER PLAN ® W ®®®® °°®®� �°® Y O TYP. TRUSS TO FRAME STRUCTURAL �i ^�' —i Z TYP. TRUSS TO FRAM s ch si 0 CONNECTION PER SHEATHING cr ° CONNECTION PER 211 L] ®� J STD. CONNECTOR STD. CONNECTOR NOTES Uj NOTES FRAME OUT TO BLOCK FRAME OUT TO BLOCK EDGE ®°°°® '`� O EDGE AS REQ'D ®° (2) 2x TOP PLATE ®� ® �IC �ap,� ®®® m LL LAST STUD OF (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE (ONLY KNEE WALL JOINING w IF OPENING PROVIDED I UP TO MAIN HOUSE a U PER PLAN) WALLS SHALL BE 2 O (2) 2x #2 SYP SEE PLAN ATTACHED TO MIN. FOR BEAM SIZE (2) 2x FULL HEIGHT p w col 1/2" x 8" ANCHOR BOLT O uv lb c� OR TITEN HD @ 32 WALL STUDS w/ z I of NT 2 -16d NAILS 12" Q ��' yl� N O.C. & 6" FROM EACH I O.C. @ cl U �3J o END Uj MIN. 2x4 SPF #2 KNEE O z d U c O WALL w/ STUDS @ 16 Q o 2x PT BOTTOM O.C. w/ STRUCTURAL Z - PLATE SHEATHING FROMLL , TOP OF WALL TO O [� O ". GOs�s1� U PRECAST LINTEL OR ..q: BOTTOM OF WALL. U) KNOCK OUT COURSE ATTACHED PER 0 � Z titi� BUILDER FRAME NAILING SCHEDULE O 0 RADIUS AS REQ'D q'. OTHERWISE SP2 CLIPS > MASONRY WALL AT TOP AND SP1 CLIPS O AT BASE ARE REQ'D a.0 Ill fiFO KNEEWALL OVER MASONRY WALL 3/4"=1'-0" I \ % 3/4"=1'-0" NOTE: PROVIDE BLOCKING ALL SHEATHING @ EDGES. 41 W w U U) w d W z -' i W W U • < ° ° ° Z 7MID-SPAN U 41 BLOCKING U.N.O. U) 00 w • J SHEAR WALL SCHEDULE SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED SIZE EDGE NAIL EDGE NAIL SPACING REQ'D. SPACING SPACING 7/16" ALL STRUCTURAL 1 8d 3" O.C. 3" O.C. 12" O.C. EDGES SHEATHING FIELD NAILING °o SPACING PER O 0 SCHEDULE _ U U Q • • FOOTER PER PLAN it • • . • • • • r loor HOLD DOWNS AS REQ'D. PER PLAN 4w__�oMUnCISESHEARWALL SEGMENT Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & A 3/4"=1'-0" U F-° Z Q _ V- Q W O Z o6 Lu0LUm E o Q�g U C) F- V F- � 0 I— U) FW Z_ co w ¢oo n�w PRE-ENG.TRUSS PER = Q/ Z Z a� z Z O PLAN, 24 O.C. MAX � ry 0 U_ 3: o = pa ROOFING MATERIAL 3 W U N 5a � PER ARCHS w Q w N SEE FRAMING PLAN z J Z z 0 FOR CONNECTION 0 I— W O INFO I— 11 SEE ELEVATION U I— `J TOP OF MASONRY Q W z SEE ARCH PLANS FOR 0 U)OVERHANGINFO (D ,• O a. M � h RE. ELEV. Z N FOR O.H. z C4 TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. O J GROUT SOLID LL O Z 0 w w 11 L 0 WINDOW PER > Cl) Z M FLOOR PLAN z W �Q U) I— O �� %- O PRECAST CONC. OR POWERS STEEL SILL 0 W 1 TYP. @ ALL WINDOWS 0 Z Y Q U EXT FINISH PER PLAN U) Uj a• 0. LU o V Z L W LU MAIN FLOOR r = ELEV 0'-0 ? fZ CONC. SLAB - � VERT REINF. BEYOND SEE FOUNDATION 2, _ U) STRUCTURAL ENG: BAD PLAN FOR MORE INFO _ 1 1— � ---- - - — -- - - - --- (—� I (= Q DRAFTING: III MASONRY WALL PER z -STRUCT: HBG QC CHECK: MRB PLAN SEE FOUNDATION 0 w U) JOB No. DWH- 17 6 DETAILS FOR FTG INFO ------ SCALE: AS INDICATED DATE: 03/07/17 fis_o'� TYPICAL ONE STORY CMU WALL SECTION SD1 1,1_� 3SOCIATES, LLC is strictly prohibited. SIMPSON FI IV/-% DIAGONAL TO BEAM SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ 48" O.C. AND AT ENDS SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON I DIAGONAL PLATE III �I' ji 1IL-ll._']1. SIMPSON A35 CLIPS @ 24" O.C. SIMPSON LSTA18 @ NOTE: ALL GABLE 48" O.C. AND AT ENDS BRACING IS TO BE SYP#2 OR BETTER SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO BLOCKING EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT FOR NAIL GABLE END FOR ADDITIONAL INFO AS REQ'D BOTTOM CHORD TO PLATE USING 10d NAILS SIMPSON A23 @ EACH A35 DIAGONAL TO AT 12" O.C. BRACE TO PLATE TRUSS BOT. CHORD 3 1/4" HOLD 1/2" J-BOLTS w/ PT 2x8 PLT., CANT. FOR WASHERS (MIN. 6" CLG. NAILING SURFACE EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ EACH END AND 32" O.C. 24" O.C. FOR FALSE BML� MAX. ATTACHMENT w/ (3) 10d = z TOENAILS EA. END U PROVIDE 16d NAILS = GABLE END TRUSS TO Q c 2x TOP PLATE TO �'' PLT.@12" O.C. MAX. = U .4 GABLE END W/ 16d �I ❑ m Jo NAILS @ 6" O.C. FRAMING FOR FALSE L L CMU WALL OR LINTEL BELOW a. _ ' , SIMPSON A35 CLIPS @ BEAM, IF REQ'D w/ (3) 10d NAILS @ EA. TRUSS 24" O.C. BRACE TIE BEAM COURSE w/ (1) 2x4 STUDS @ 24" O.C. w/ #5 CONT. SINGLE BASE & TOP PLATE w/ PLYWOOD FALSE BM PER PLAN SHEATHING COVERING IF REQ'D CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** K6E-O GABLE END @ FLAT CEILING CONNECTIONS ROOF SHEATHING PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — NOTE: PROVIDE ADDIT'L BLOCKING AS REQ'D PER HIB-91 & TRUSS MANU.'S DRAWINGS; CEILING GYP. BD. IS NOT A DIAPHRAGM 3/4"=1'-0" 2x4 BLOCKING @ EA. - OUTLOOKER (MAX. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d ,fie END NAILS EA, END V-9" MAX. VARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS - REQ D 2x8 #2 SPF STUDS @ 16" O.C. TYP. 2x8 #2 SYP PT BASE PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" T4 FIELD FRAMED VALLEY DETAIL 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) PROVIDE 2x4 BRACE - TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. I I 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 `7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < Hb14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:618'-8" STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D WHERE O.H. IS > 1'-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. 1'-0" MAX PLYOOD CANT. O.H TO RUN BACK TO 1ST COMMON SEE ELEV. FOR TRUSS WITH (3) 12d TOENAILS. O.H. SIZE CONNECT TO DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. - GABLE 2x4 BRACE WITH (2) 10d NAILS SEE CHART. 10d COMMON NAILS (1) A23 FROM @ 6" O.C. STRONGBACK TO DIAGONAL GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING 2x6 GABLE END BRACING 3/4"=1'-0" 10d COMMON NAILS @ 8" O.C. 45° 2x4 BLOCKS, (2) 16d NAILS @ EA. END. BLOCK ADJ. BAYS C EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAILS @ 6" O.C. ' CONT. 2x4 DIAGONAL BRACE IA-2x4 @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART z STRONGBACK IF REQ'D PER CHART (5) 16d NAILS BRACE TO BLOCKING A A PROVIDE 2x4 BRACI \ GABLE END SHEATHING FASTEN TO EA. ADJ. DIAG. FASTEN TO DIAG.w/ Q Q W SHEATHING PER PLAN w T-0" MAX PLYWOOD CANT. O.H. SEE ELEV. FOR � O.H. SIZE v 0 �- WHERE O.H. IS > 1'-0", END GABLE w/ z JOKERS @ 24" 0 Z 0 RUN BACK TO p OMMON TRUSS W (3) 12d TOENAILS. ECT TO DROP W WITH H2.5 CLIP. 0 V -0" O.H. U Cn z W 2x4 m @ 24" O.C. Q END 0 THING FASTEN - W >;LAN W E AS REQ'D F- PER PLAN. 16d NAILS. LL O — SIMPSON H10A DIAG. TO BLOCKING rn ®®® D- �w. oo ®®®®®••w®® `��� ®®O W 6 m� • /(� ® �� J Z CYS cz _ GABLE BRACING @ 48" PROVIDE 2x BLOCKING CNI Q U O.C. MAX. 45° FROM FOR NAILING Ga® ❑ Q HORIZONTAL (+/- 10°) �, j �j » W p BRACE NOT REQUIRED ® ®®® Fp ¢ O 6' FROM EAVES. TRUSS PER PLAN °�► •®� ® >- � ®•® ILL SEE PLAN FOR F` ®p Pad �®v®® m ASUPPORT AND TIE DOWN OF JACK TRUSSES r � PROVIDE BLOCKINGCL BETWEEN TRUSS BAYS 0 `../ O @ 48" O.C. FOR FIRST 3 SEE GABLE C) 4.4 BAYS CONNECTION DETAIL WALL PER PLAN Z l�bJf N (FRAME WALL SHOWN;FOR Q Q yf CONNECTIONS MAY ALSO BE cl U MASONRY) W 0z7 NOTE: GABLES SPANNING LESS THAN 8 DO NOT REQUIRE BRACING Q = v O _ c}u z LL O l 1 �i1�lrlllll' iiluPi �'�5�� U z p 0z 10 O O .... Of M CL Q W LLi GE03 GABLE END @ FLAT CEILING w/ BOSTON HIP 3/4"=1'-011 j U c a U U C 2 H C U 7 N (2) ROWS 12d NAILS u STAGGERED @ 12" C O.C. EA. FACE OR (3) < ROWS 12d NAILS STAGGERED @ 12" C O.C. FOR 2X10 OR C GREATER HEADER LSTA30 HEADER TO u STUDS U.N.O. G C DOWNFRAME TO DOOR SIM TO WF01 / SD1 C L 2X STUDS TYP. L ATTACH JAMB STUDS h PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG - USING 1/2" 0 J-BOLTS F OR EPDXY ANCHOR @ = 6" FROM EA. END OF C F BASE PLATE & WALL i OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" Op 00 WASHER. AT SLAB �C STEP DOWNS, EMBED. L MUST BE 7" BELOW STEP - P.T BASE PLATE NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN SP4 @ BASE OF EA. ATTACH ADDIT'L KINGS AS STUD U.N.O. SEE REQ'D. SEE SCHED. FOR BEARING WOOD WALL F NUMBER OF KING AND JACK SCHEDULE ON SHEET STUDS REQ'D. S5.1 FOR MORE INFO. L TYPICAL HEADER DETAIL NOT USED 1 /2"= V-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. PROVIDE 2x BLOCKING FOR NAILING 2x4 BLOCKING (2) 12d — (2)16d NAILS PLT. TO NAILS, TOENAILED @ STUD TOP & BOTTOM EACH END.AT 24" O.C. ROOF SHEATHING (TYP.) (END NAIL PLTS PER PLAN TO STUD) TRUSS PER PLAN DTC CLIP, (2) 8d NAILS 2x FASCIA w (2) 16d INTO BLOCKING, (4) 8d END NAILS @ EA. 2x4 #2 SYP P.T. NAILS INTO TOP PLATE OUTLOOKER BLOCKING @ 24" O.C. (2) 16d TOE NAILS SIMPSON H2.5(TYP.) W/(2)12d END NAILS BRACE TO LEDGER HOLD WALL 3-1/2" @ EACH END DOWN FOR 2x4 LEDGER W/ (2) 10d DOUBLE TOP PLATE -- --��_ OUTLOOKER TRUSS PER PLAN NAILS @ EACH WEB HEADER PER PLAN IF WHEN CLOSURE WALL EXTERIOR SHEATHING. REQ'D. MIN (1) JACK & TRUSS PER PLAN IS 3FT OR TALLER - 2x 7 z ATTACH PER PLAN (G STUD w/ SIMP 1) KING (1) KIN SYP#2 BOTTOM g a FROM TOP OF WALL HEADER TO BLOCKING REQ'D @ aw TO BOTTOM STUDS TYP. BASE 24" O.C. MIN (2) TRUSS CONNECTION BAYS W/ (3) 12d SPF STUDS AT SHEATHING PER PLAN :.y TOENAILS EACH END. 1680.0 — 1/2" x 8" J-BOLT @ 32" .1 DTC CLIP, (2) 8d NAILS ATTACH 2x4 LEDGER 2x8 #2 SYP PT. BASE O.C. AND 6" FROM EA. INTO BLOCKING, (2) W/ (3) 12d NAILS @ PLATE W/ 1/2" x 8" END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS EACH STUD ANCHOR BOLT OR MSTAM-24 TYP. EA. LINTEL SEE PLAN ^' IN CMU. OR SIMPSON TITEN HD @ 32" O.C. & SIDE OF EA. STUD. META16 MASONRY WALL OR 6" FROM EACH END CENTERED BETWEEN LINTEL SEE PLAN AND STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING SIMPSON DTC, (2) 8d 2x8 RIDGE BOARD 2x6 COLLAR TIE HALF NAILS INTO BLOCKING, WAY UP HEIGHT OF (4) 8d NAILS TO TOP VALLEY. FASTEN w/ (5) PLATE 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 TRUSS PER PLAN RIDGE BOARD W/ A35 TRUSS PER PLAN ON (1) SIDE OF RAFTER & A35 ON ADJ TRUSS PER PLAN DTC CLIP, (2) 8d NAILS RAFTER TO OPP SIDE INTO BLOCKING, (2) (AS SHOWN) 0 3/16" x 2 3/4" TAPCONS 2x6's @ 24" O.C. MAX. IN CMU. OR SIMPSON 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. FASTEN SYP OR SPF @ 24" O.C. W/ (2) 12d 2x6 (MIN.) PLATE THRU END NAILS @ EACH SHEATHING PER PLAN END. W/ 1/4"x4-1/2" SIMPSON SIDS SCREWS TO TOP ` f WALL SHEATHING PER a: LAY 2x4 BLOCKING @ 24" O.C. OVER THE " CHORD OF EACH TRUSS BELOW PLAN LINTEL PER PLAN ,. TOP OF THE BOTTOM FASTEN CONY. 2x 2x WALL, SEE PLAN CHORD. ATTACH W/ (2) VALLEY RAFTER 10d NAILS @ EACH FRAMING (OR PRE-ENG TRUSS @ 24" O.C. VALLEY TRUSSES) TO P 2x PLATEATEWITHWITH STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL SIMPSON MTS12 OR LSTA12 & (5) 8d NAILS @ EA. RAFTER TO PLT. 104 NON -BEARING WALL CLIP DETAIL > v J 0 W I— LLI0WMr E I 0 f--Zv~i, Z - iLL n0 wZ I_. J (7) a- Q0 1 0 , (n � Z❑�cn��wiuWZEo Oa0 U)�a a N W N Q W 7 O U V p i I— LLLj 0 > F- W W M Iti C4 M > .I LL J 0 n - U. cup w2 Z a M co , W1 —j- Oz 5 wav0 W>MEL F- a W LU P �0 CF)NQ _ [rQ gcoW C STRUCTURAL ENG: BAD J L DRAFTING: - — -- 7-STRUCT: -,HBG __.-.._. _._- QC CHECK: ------. _... MRB - C JOB No. DWH-2170096 SCALE: AS INDICATED DATE: 03/07/17 SD2 0 z a 00 OUTSIDE (2) 2x4's EDGE DISTANCE PER 6I*r- 11 7u:_�7;t_j. 7 C. 0 U 0 (D z Q cL U) Co 10dx3" 10d x 3" OPP. SIDE W 11111MIMIM (� DISTANCE PER � DETAIL — --- J LL W W INSIDE PLY NAILS NAILED AT 8" O/C _ STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X's U O (3+) 2x COLUMN U) LU CV) 3/4"=1'-0" ®ra �aaaiaar�d��® aIt 4, N`�r� 00 2x DBL TOP PLATE 72 MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL SHEATHING PER PLAN �� ®®®®"���. J�A_®�® , 4, W o BEYOND 1 SHEATHING INSTALLED VERTICALLY. 0 NAIL SHEATHING AT FRAME WALL BOTTOMPLATE 3/8 ®s ® . `�� `®®® C= J Z z AND AT FLOOR TRUSS TOP & BOT.PLATES USING (1) ROOF SHEATHING, ❑ J _ _ _ _ _ _ _ _ w = ROW OF 8d COMMON NAILS @ 3" O.C. 'A' = NAIL SPACING FASTEN PER PLAN L1j az, IT -I I TI_ — I D w z a 2 NAIL AT TOP PLATE USING (2) ROWS OF 8d NAILS @ 3" °I OV SC OV Sb ROOF SHEATHING, ®' < w p 6 o- = D w O 2k FR qe ROOF SHEATHING, 2 F qe ®� ®0 ` Z I I I I I I I I I w O 3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 1/2" A 1/2" <��crpTR� FASTEN PER PLAN<F C<TpTR FASTEN PER PLAN ®®�®� ®�®® ��� O c=n z O @ 3" O.C. _ yOp� S tiO,c�SS ��� ®®.®.®®® ���C,�®� ` .� — — III III I I II ( WALL SHEATHING 0 = ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. ° ° ti y 2x4 FRAMING @ 24" ®®®®®aai �� ®® III III II II I SPLICE, SEE SPLICE .. U.N.O. ON PLANS A 1/2" 2x4 FRAMING @ 24" O.C. MAX. w DETAIL. MAX 1/8 --- 2x4 #2 SYP CONT. w/ (2) J III OPENING III I I I I I I ~ w O5 STAGGER ALL VERT. PANEL JOINTS &NAIL W/ 8d O.C. MAX. PROVIDE (4) 10d x 3" � l 4 SPACE BETWEEN w COMMON NAILS @ 3" O.C. DOUBLE NAIL EDGE SPACING 2x SCAB w/ 10d NAILS 16d COMMON NAILS o- U NAILS AT JOINT III III I I PANELS = } @ 4" O.C. PROVIDE (4)10d x3" EA. STUD OR TRUSS O O IIIr III I II II U) U) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO EXTERIOR SHEATHING NAILS AT JOINT MEMBER, TYP. (MAX. U PER-ENG TRUSSES 2x SCAB w/ 10d NAILS 24" O.C.). IF MASONRY, ❑ IlHEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @TOP & P. III I I I I I I Z) 0O BOTTOM STUD PER PLAN _ @ 4" O.C. USE (2) 1/4"TAPCONSZ O�6JvUND IIIIIIIII 2x STUDS BEYOND, � SHEATHING SPLICE, l,NNING III II I I I SEE PLAN FOR MORE W � 1�7 (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ BETWEEN EXTERIOR TRUSS CONNECTION PER-ENG TRUSSES w/ MIN. 2 EMBED. @ c,.� U II �30 0 INFO 0 < O VERTICAL MEMBER IF GABLE END SHEATHING &A PER PLAN 2x FASCIA 24" O.C. r III — — — III II II I w z f GYPSUM WALLBOARD 2x FASCIA PER PLAN w o IIII II II II I I II IIII c W o IIII I I II IIII II II II ❑ 0 0 IJL__I� II�_�l_aJ�__I� JU_ 00 U) co --- —-------- FLOOR SYSTEM 0 U_0 CK — — — — — CUT TO FIT 2x BOTTOM PLATE 1 npFNING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM EXTERIOR SHEATHING SCHEDULE MERITAGE NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAI BE AT LEAST 8'-0" MORE THAN 50O OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) PSPN516Z W/ (12) 16d W/ (2) 1 Od NAILS 3" O.C. @ 8' O.C. (FOLLOW NA NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 24NAILING ATTACH 2x4 STUDS TO ) REQUIREMENTS THI — (2) 1 Od NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOI WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE + THEN (2) ROWS 10d ALL LOCATION LOCATIONS) NAILS @ 8" O.C. OTHERWISE 2x4 WALL BEYOND 48'' AGAINST 2x8 STUDS M7N • • ATTACHED PER ^' • • tiJ/'V (WF08/SD3) ,L,... ...,,.. • . , • • TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x8 STUDS TO • TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP STUD PLATE _' TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 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 2 1/2" z w 1 1/2" w N N r- _ N N N OVERLAP TOP PLATE AT CORNER 10d x 3" COMMON OPP. SIDE z NAIL BOTTOM PLATE O U TO EACH PLY OF BUILT U UP COLUMN BELOW W/ Q _ (2) 1Od NAILS a - °0 Co TOP PLATE CORNER TRANSITION (2) 2x4's (2) 2x6's TYPICAL, BUILT-UP STUD COLUMN DETAIL N 1 Od x 3" COMM( 1 Od x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE BLOCKING I- O z 2 8d TOE NAILS TO CMU WALL PER PLAN O TRUSS CONNECTION (2) 8d TOE NAILS a U c O JOINT, MAX. 1/8" GAP LEDGER TO LEDGER TRUSS PER PLAN = o PER PLAN 2x4 PT LEDGER W/ C) Z c� 2x4 LEDGER W/ 2 16d g NAILING PER 11111111 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NAILS @ 16" O.CO O `./ l Iipll"; Ili S�Gti SCHEDULE O.C. PLAN U) Q "n19Mrili!l 09ti V H 2x4 BLOCKING PLACED SEE ELEV. FOR SEE ELEV. FOR WOOD/MASONRY ZO Z �lti� NAILS EACH END FLATWISE (2) 16d O.H. SIZE O.H. SIZE WALL OR TRUSS, SEE U)� SHEATHING SPLICE DETAIL CONDITION CMU WALL CONDITION FRAME WALL PLAN (TRUSS SHOWN) W o— C] .. am NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF W NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE F1 TYPICAL SCAB OVERHANG t602 LEDGER @ LOW ROOF REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS 3/4"=1'-0" 1-1/2"=V-0" OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS I- U) ROOF SHEATHING, NAIL PER PLAN 2x4 #2 SPF (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. U) J U) DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ 2 16d END NAILS W LU J o SIMPSON SP4 OR SP2 2x BLOCKING W/ 2 CONNECTION CONNECTION O W O (2) 2x TOP PLATE EACH END O @ EACH STUD 12d NAILS @ EACH END ++ _ Z ( ~ z H " V% N xxxx Z � (n J � $ 2x12 BOX HDR w/ 2x8's + W C9 Q z _ U__ 0) TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL U Z U Q o 0 co PRE-ENGINEERED 7v SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24 O.C. w/ EXT. 2X4 #2 SPF p 0 � �N w z cO ROOF TRUSS -SEE / (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER BLOCKING @ 24" O.C. w Q o o a.. v 8 FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST NAILING SCHEDULE & w/ (2) 16d END NAILS 3:fA —19 ❑ = 2 w .- o SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF ++ + (4) 12d NAILS EACH EACH END SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Z z co z z E SEE PLAN FOR NAIL PER PLAN TALLER STUD) W 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & + + ROOF SHEATHING O Q U_ � O = CONNECTION 16" O.C. MAX. O 2x8 w/ (2) 1Od NAILS @ x x + LL U 2 0 U) TRUSS w/ 4 12d NAILS CONNECTION 2x BRG WALL, SEE STAGGERED INTO TRUSS & 3 12d x x + + U 1 � 1 U N O EACH VERTICAL W w N TOENAILS INTO OTHER SEE WALL CLIP DETAIL LLI D 0 PLAN FOR STUD SIZE & i i TRANSOM BETWEEN TRANSOM BETWEEN Z J O SPACING. MIN (2) 2x SEE FLOOR PLAN FOR i i LINTELS TRUSS LINTELS FOR MORE INFO 2x8 #2 SPF VERTICAL 0 � MORE BRG. WALL INFO 2x8 #2 SPF VERTICAL @ 24 O.C. w/ EXT. W UNDER GIRDER TRUSS i i SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN LINTEL PER PLAN SHEATHING PER O U.N.O. LINTEL PER PLAN i @ 24 O.C. w/ EXT. U `; f 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. SHEATHING PER NAILING SCHEDULE & Q L LJ 2x BLOCKING w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" NAILING SCHEDULE & (4) 12d NAILS EACH W TAPCONS @ 12" O.C. TAPCONS @ 12" O.C.' TRUSS MEMBER (TOP Z (2) 2x TOP PLATE (4) 12d NAILS EACH _ SIMPSON LSTA24 EACH SPACED EVENLY SPACED EVENLY TRUSS MEMBER AND BOTTOM CHORDS LU STUD ATTACH 2x TO VERTICALLY VERTICALLY ALONG W/ WEBBING) U) 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x6 IL PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 1 Od NAILS 2x8 w/ (2) 1Od NAILS @ 2x8 w/ (2) 1Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2x8 w/ (2) 1 Od NAILS @ 2 POCKET SGb 3 O.C. TO EA. 2x6 POCKET SGD POCKET SGD EACH VERTICAL (D ti SPACING. MIN (2) 2x STAGGERED @ 8" O.C. �� POCKET SGD EACH VERTICAL EACH VERTICAL UNDER GIRDER TRUSS SEE PLAN FOR ATTACHMENT BY VERTICAL ATTACHMENT BY ATTACHMENT BY ATTACHMENT BY z M U.N.O. CONNECTION BUILDER BUILDER BUILDER BUILDER O J F1 SECTION @DOUBLE BEARING fiF1'kSTEP @BEARING FRAME WALL FS01 HEADER @POCKET SLIDER w/ TRANSOM S02 HEADER @POCKET SLIDER w/TRANSOM FS03 HEADER @ POCKET SLIDER SO4 HEADER @POCKET SLIDER Z U- 3/4"= V-0" 3/4"= V-0" 1 /2"=1'-0" 1 /2"= V-0" 1 /2"= V-0" W 11 CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X H UL BEAM INTO LONG SPAN AS INDICATED ON BEAM 4'/" SIMPS. SIDS SCREWS @ 16" O.C. MAX.; ❑ (/� Z SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN TO GABLE END STUDS w/ (2) 1/4" X 3'/z" SIMPS. SIDS SCREWS @ 16" O.C. MAX.; W M STRAP IS NOT REQUIRED. U) , TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ (2) O O EXT. BEAM PER PLAN PT POST PER PLAN EXTERIOR WALL/TRUSS 1/4" x 2 3/4" TAPCONS AT 12" O.C. _ Q 0 USE (3) SCREWS/TAPCONS FOR ALL O W CONDITIONS @ TILE ROOF LAP BEAM PLYS AND NAIL AS SHOWN (5) 10d SEE PLAN Z Y Q U Z NAILS PER PLY 0 LU ' a a EXT. BEAM PER PLAN SIMPSON H3 CLIP �5 LLB W 2X4 SYP #2 LEDGER. � V —1Q Z HTS20 CLIP FROM TO STUDS OR BEAM w/ SHEATHING PER PLAN POST TO BEAM (2) 1/4" X 4%" SIMPS. U) WC) W N Q (4) 10d NAILS FOR W -,j — 0 SIDS SCREWS @ 16"CONV. FRAMED _ Q C4 W PLAN VIEW @TOP OF POST O.C. MAX.; MEMBERS ONLY PT POST PER PLAN TO GABLE END STUDS U 0-0 ti et ABU POST BASE PER w/ (2) 1/4" X 3'/z' SIMPS. PLAN SIDS SCREWS @ 16" 4'-0" MAX. Ir 0 5/8" THREADED ROD w/ O.C. MAX.; J ' TO MASONRY w/ 2x4 PT Q STRUCTURAL ENG BAD ' 0' NUT SET IN ADHESIVE FASCIA PER SYP #2 LEDGER w/ 1/4" COMMUNITY SPECS DRAFTING. o x 2 3/4" TAPCONS @12" Uj z-STRUCT: HBG W . e L SEE FOUNDATION USE (3) SCREWS/ w O.C. ❑ QC CHECK: MRB PLAN FOR ADDITIONAL 2x4 SYP I OR U 3 INFO TAPCONS FOR ALL PRE-ENGINEERED � JOB No. DWH-2170096 CONDITIONS @TILE ROOF TRUSSES @ 24" SCALE: AS INDICATED ROOF O.C. MAX. - SIDE VIEW @ BASE OF POST DESIGNED FOR DATE: 03/07/17 SIMPSON H3 CLIP SHINGLE ONLY rCDO CORNER COLUMN FRAMING (SD�01 TYPICAL SHED ROOF DETAIL 3/4"=V-0" 1/2"=1'-0" SD3 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. SEE I PLAN SCALE: 3/4"=1'0" SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES i. BEARING SEE PLAN SEE ARCHITECTURAL - PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER BEARING SEE PLAN__ i LINTEL AS PER PLAN LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST CONC. OR - POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN VERT REINF. BEYOND DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE w/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT NG MATERIALS TRUSSES TO BE P.T. I NO MOISTURE 1 BARRIER (FELT PAPEI PRE-ENGINEERED OR SIM) IS PROVIDED ROOF TRUSSES AT 24" TRUSS STRAP - SEE O.C. FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS TYPICAL TRUSS TO I� (J 2x BOTTOM PLATE FRAME CONNECTION. 3/4" FLOOR SHEATHING SEE STANDARD ATTACHED PER CONNECTOR NOTES NAILING SCHEDULE REFER TO PLAN FOR BUILT-UP COLUMN SIMP. HTT4 — INFO. w/(18) 16d x 22" NAILS TO POST (U.N.O. ON PRE-ENG. FLOOR FRAMING PLAN) & 8" SYSTEM - IF NO FLOOR SYSTEM INSTALL ALL THREAD w/7" MIN. KNEEWALL & PROVIDE EMBEDMENT INTO TIE (1) SIMPSON LSTA30 - PRE-ENGINEERED ROOF TRUSS -SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFERLATERALLOADS NAILING SCHEDULE SIMPSON LSTA30 STRAP (MAX 10° ANGLE) W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MIN. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING . SET STRAP W/ (22) 10d W FROM TOP OF WALL BEAM USING SIMP SOLID BLOCKING FLOOR TRUSS PER NAILS, WITH EQUAL FLOOR TRUSS SEE TO BOT. RIBBON, NAIL EPDXY FRAMING PLAN FOR PER PLAN UNDER COLUMN PLAN END LENGTHS OVER ABOVE 2 2x SILL AT WINDOW PROVIDE SOLID COLUMN ABOVE AND CONNECTION INFO.. ( ) BAND JOIST & BLKG BLOCKING BELOW SEE DETAIL WS11 FOR BEAM/GIRDER BELOW. FLOOR GIRDER OR w/ 2x CRIPPLE STUDS OR LVL GIRDER COL. EVEN WITHIN MORE INFO AT EA. END NAILED TO MASONRY WALL SEE BEAM; SEE PLAN STUD PACK w/ 10d FLOOR TRUSS PLAN FOR MORE INFO NAILS @ 8" O.C. THEN MSTC40 POST ABV. TO STUDS @ 16" O.C. POST BELOW U.N.O. SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM ATTACH SILL w/ (2) 10d PROVIDE SOLID BLOCKING WITHIN FLR. SYSTEM TO MATCH COL. DIMENSION 3/4"=V-0" 2x 2ND FLOOR STUDS REFER TO PLAN FOR SEE PLAN FOR MORE (2) SIMPSON LSTA18 - BUILT-UP COLUMN STRAPS CENTERED @ INFO. A A FLOOR W/ (14) 10d BEARING WALL PER SEE FLOOR FRAMING NAILS PLAN BEYOND PLAN FOR FLOOR COLUMNS SYSTEM INFO. MID -HEIGHT BLOCKING ATTACH 2x STUDS W/ PER BEARING WALL (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. SCHEDULE STRAPS CENTERED @ COLUMN BASE FLOOR w/ (14) 10d CONNECTION PER NAILS ` ` (2) SIMPSON LSTA18 - PLAN STRAPS CENTERED @ (2) SIMPSON META16 FLOOR W/ (14) 10d FLOOR TRUSS TO NAILS REFER TO MASONRY WALL FOUNDATION PLAN (3) 2x STUD PACK FOR FTG. EXT. SHEATHING ATTACH PER NAILING INFORMATION FLUSH W/ FACE OF SCHEDULE MASONRY ATTACHED ATTACH 2x STUDS W/ PER NAILING (2) 16d NAILS @ 6" O.C. SCHEDULE; PROVIDE 1/8" GAP BETWEEN SHEATHING AND MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 PLAN STOPPI MIN THICKNESS SHALL fi s4 TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT (3) 2x STUDS (4) 2x STUDS 1-1'-0" TOE NAILS AT EA. END 3/4 OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 w/(18) 10d x 2NAILS TO POST (U.N.O. ON FRAMING PLAN) & 8" ALL THREAD w/7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY po' �Sti�FT NOTE: STRAPS AND BASE CONNECTIONS CALLED OUT W/IN THIS DETAIL ARE ONLY REQ'D WHEN INDICATED AS SUCH ON THE STRUCTURAL PLANS OR WHEN THE STRUCTURAL SHEATHING IS NOT CONT. FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM AND WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING TO TRANSFER LATERAL LOADS i— S LID SHEATHING SOLID SHEATHING a@ HEADER SIMPSON SP4 w/ (6) 10d x1-1/2" @ 24" O.C. (USE SP6 @ 2x6 STUDS & SIMPSON LSTA30 SP8 @ 2x8 STUDS) STRAP (MAX 10° ANGLE) W/ (22) 10d (2) 2x SPF TOP PLATE NAILS. BEND STRAP U.N.O. ON PLAN OVER TOP PLATE MIN. 3", THEN RUN DOWN HEADER - SEE 2ND FACE OF JAMB STUDS/ FLOOR PLAN FOR MIN. HEADER HEADER SIZE & REQ'D JAMB STUDS EXTERIOR SHEATHING FROM TOP OF WALL IF HEADER IS UPSET TO BOT. RIBBON, NAIL AND WINDOW IS PER PLAN LOWER' 1 2x SILL W Q - F- Z ~ Q 0 w 0 w--- --- ry 0 HEADER N SIMPSON SP4 w/ (6) 10d ZO x1-1/2" @ 24" O.C. (USE Z SP6 @ 2x6 STUDS & O O SP8 @ 2x8 STUDS) � n LL (2) 2x SPF TOP PLATE w U.N.O. ON PLAN O 0 HEADER - SEE 2ND U W FLOOR PLAN FOR MIN. Z HEADER SIZE & REQ'D 0 JAMB STUDS j m O IF HEADER IS UPSET LW NOTE: ALL FLOOR W TRUSSES TO BE P.T. IF Iw- MM O z U O NO MOISTURE BARRIER (FELT PAPER SEE FRAMING PLAN Q FOR FLOOR' W o OR SIM) IS PROVIDED N SEE FRAMING PLAN CONNECTION ZO 4 IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR O F" A�'''`t' tisl� m FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION Z CMU WALL BELOW PER DETAIL INCDICATED PROVIDE BLOCKING FLOOR GRIDER OR ON FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS BEAM O Q REQ'D ON EITHER SIDE OF WALL. IF WF02/ SD6 IS INDICATED, BASE STRAPS ARE REQ'D MASONRY WALL SEE a ON BOTH SIDES OF THE WALL PLAN FOR MORE INFO 6-s-o'kHEADER CONNECTION @ 2nd FLOOR -- LLI SO HEADER CONNECTION @ 2nd FLOOR HIGH BM H BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=1'-0" % 3/4"=1'-0" \ _/ ATTACH TO FLOOR 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS w/ 8d NAILS AT ATTACHED PER DETAIL WF10/SD3 ATTACHED PER DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING 16" O.C. TOP AND NAILING SCHEDULE SCHEDULE BOTTOM CHORDS NAILING SCHEDULE 2x STUDS , SEE NAILING SCHEDULE 2x STUDS , SEE UNDER WINDOWS AND 2x STUDS ,SEE 2x4 #2 SYP BLOCKING FRAMING PLAN FOR FRAMING PLAN FOR GIRDERS: BLOCK FRAMING PLAN FOR @ 48" O.C. W/ (2) 12d SPACING AND GRADE SPACING AND GRADE SOLID BETWEEN SPACING AND GRADE TOENAILS EACH END AND SEE ARCH PLAN SYS. 42 FLOOR AND SEE ARCH PLAN RIBBONS w/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TO VERIFY SIZE TRUSSES @ 24" O.C. TO VERIFY SIZE A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE 2x BOTTOM PLATE W/ AGAINST TRUSS (MAX)) x BOTTOM PLATE W/ 2x BLOCKING FOR SHEATHING/ DRYWALL BOTTOM PLATE W/ VERTICAL @ 48" O.C. (2) 12d @ 12" O.C. (2) 12d @ 12" O.C. (2 ATTACHMENT w/ (2) 12d (2) 12d @ 12" O.C. W/ (3) 12d NAILS EACH PRE-ENG FLOOR 2x SYP #2 RIBBON (MIN TOENAILS EA. END 2x SYP #2 RIBBON (MIN END TRUSS OR FIELD 2x4) TO TRUSS w/ (4) 2x4) TO TRUSS w/ (4) FRAME 2x4 KNEE 16d NAILS; BOTTOM 16d NAILS; BOTTOM WALL, STUDS @ 16" RIBBON TO BE PT IF RIBBON TO BE PT IF SYS. 42 FLOOR O.C. W/ (2) 16d NAILS @ BRG DIRECTLY ON BRG DIRECTLY ON CONC. SLAB - TRUSSES @ 24" O.C. EACH END SEE CMU CMU SEE TRUSS LAYOUT SEE FOUNDATION (MAX) CONNECTOR (2) ROWS 8d NAILS @ FOR HANGER PLAN FOR MORE INFO 1/2" GYP. CLG BD OR SCHEDULE FOR 1/2 GYP. CLG BD OR (2) ROWS 8d NAILS @ 3" O.C. TYP. WALL (2) 5/8" TYPE "X" WHEN CONNECTION (2) 5/8" TYPE "X" WHEN 3" O.C. WALL SHEATHING TO EA. IN GARAGE I' (1) ROWS 8d NAILS @ IN GARAGE SHEATHING TO SEE PLAN FOR RIBBON r. BOTTOM RIBBON SIMPSON META16 AT CANTILEVER MASONRY WALL PER 3" O.C. WALL MASONRY WALL PER PLAN SHEATHING TO PLAN MASONRY OR MTS12 BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU WALL 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 NO MOISTURE SHEATHING & CMU NO MOISTURE MASONRY OR FRAME NO MOISTURE BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER SEE CONNECTION WALL PER PLAN BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED SCHEDULE OR SIM IS PROVIDED fi E TI N TYPICAL TWO STORY SECTION S1 TWO STORY PARALLEL FLOOR CONNECTIONfiS1TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONN C O 3/4"=1'-0" FLOOR SHEATHING PER PLAN ATTACHE PER NAILING SCHEDULE 2x4 #2 SYP BLOCKII` @ 48" O.C. W/ (2) 121 TOENAILS EACH EN 2x4 #2 SYP ANGLE AGAINST TRUSS VERTICAL @ 48" 0.( W/ (3) 12d NAILS EA, END FLOOR TRUSSES PI PLAN 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. ATTACH TRUSS BOTTOM CHORD TO BEAM BELOW W/ (2) DROPPED BEAM PER ROWS 1/4"x3" SDS PLAN SCREWS @ 12" O.C. MAX. (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE PARALLEL TRUSS TO DROPPED BEAM FLOOR SHEATHING PER PLAN ATTACHE PER NAILING SCHEDULE FLOOR TRUSSES PI PLAN SEE CONNECTION SCHEDULE DROPPED BEAM PE 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU PLAN (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE PERPENDICULAR TRUSS TO DROPPED BEAM NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" j 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. 0 z SHEATHING PER PLAN IF SHEATHING IS NOT < J ATTACH PER NAILING CONT. TO BOTTOM OF w 0 U J � SCHEDULE, FLOOR TRUSS, 0 o CONTINUOUS FROM SIMPSON LSTA18 Z o?S w o w M E TOP OF TOP PLATE TO CONTRACTOR TO STRAPS FROM EA. Q z BOTTOM PLATE. PROVIDE ADEQUATE STUD TO TRUSS REQ'D Q W z o WATERPROOFING. NO SEE ARCH DWGS FOR 0 0 Q �" O aED ^�- z ! BEARING WALL PER CONCRTE SLAB TOPPING INFO -j _I U) r cn FX z 2 a $ PLAN PERMITTED z w _ :D Q 0 0'InL :S ~ < w iii o DOUBLE BOTTOM PLATE „ 3/4 PLYWOOD FLOOR = Z O Z¢ z p E a DECKING ATTACHED I_ o ¢ a (2) H5 EA. FLOOR TRUSS TO DOUBLE a SLOPE PER NAILING SCHEDULE 2 O U N U LL BOTTOM PLATE, SLIT Z W Z 0 FLOOR DECKING TO 0 rr^� V J O ACCOMMODATE SLOPED BALCONY STRAP FLOOR JOIST (12" TALL) W/ LUS26 OR Q W 2x RIBBON OR LUS46 TO LEDGER Z W = BLOCKING w/ 4 16d O 2x12 #2 SYP CONT.LU OR (3) 16d TOENAILS LEDGER W/ (3) 1/4"x4-1/2" V) SEE WS10/SD5 FOR SDS SCREWS EQ. d ADDITIONAL INFO SPACED VERTICALLY @ - 24" O.C. AND @ EA. END N VERTICAL (MIN. 2 FROM TRUSS PER PLAN TOP & BOTTOM) Q M 0 J FLOOR TRUSS TO GIRDER CONNECTION gFp� SECTION AT BALCONY Z ° 3/4"=1'-0" 3/4"=1'-0" W w N H O z � Z M Q W Q CDO = QO O W 1 0 _j- OZ w �a(.i— w>ao0. o(~j�`SJLU �Z cn W0 W Q �0 1`MQ -Wa�W W STRUCTURALENG: BAD Q DRAFTING: 1- Z-STRUCT: HBG QC CHECK MRB JOB No. DWH-2170096 Z SCALE: AS INDICATED H DATE:--- 03/07/17.. -- SD4 -. - - I \'� COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 (2) 2x BASE PLATE w/ OR MTS12 MAY BE (2) 12d NAILS @ 12" USED @ BASE O.C. USE SIMPSON EXTERIOR SHEATHING MTS12 OR LSTA18 TO ATTACH PER NAILING BLOCKING BELOW. E SCHEDULE 2x BLOCKING W/ 12d NOT REQ'D IF STUD IS TOENAILS EACH END CONNECTED w/ MTS12 2x BASE PLATE W/ (2) OR LSTA18 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d 3/4" FLOOR SHEATHING TOENAILS EACH END ATTACHED PER (2) 2x4 #2 SYP NAILING SCHEDULE BLOCKING w / SIMPSON (2) 2x4 #2 SYP BLOCKING w/ SIMPSON HUC24-2 EACH END, HUC24-2 EACH END, USE (4) 10d & (2) 10d USE (4) 10d & (2) 10d NAILS. UNDER NAILS. UNDER SEE PLAN WINDOW JAMBS ONLY WINDOW JAMBS USE �. (2) 2x6 w/ HUC26-2. LOW ROOF TRUSS SEE LOW ROOF TRUSS SEE FLOOR TRUSS PER TRUSS PLAN FOR TRUSS PLAN FOR PLAN CONNECTIONS (IF iA CONNECTIONS TRUSS IS CONT. BRG MASONRY (SHOWN) ON MASONRY USE OR WOOD WALL PER META16 @ 24" O.C. OR PLAN ON WOOD USE HGA CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS 69SECTION @ COMBO TRUSS (2) 2x SYP #2 COLUA ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGS FLANGE. ATTACH LEDGER TO EA. COLUMN w/ (4) 1/4" 3-1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER AT GIRDER ALIGN 2ND FLO STUDS w/ 1ST F STUDS (2) 2x SPF#2 BA; PLATE. ATTACH W/ (2) 16d NAILS TRUSS, THEN Al 2ND PLY W/ (2) 1 @ 12" O.C. SIMPSON CS18 P WF 16/SD6 (2) 2x TOP PLATE SEE PLAN FOR BEARING WALL REQUIREMENTS SECTION @ 2-STORY BRG. 1 /2"=1'-0" 2x BRG WALL W/ 2x8's MIN. SPF #2 @ 16" SIMPSON SP2 @ TOP & O.C. MAX W/ MID POINT SP1 @ BASE. LSTA18 BLOCKING (U.N.O.) OR MTS12 MAY BE USED @ BASE.(WHEN MSTAM24 EA. SIDE OF - WALL IS CONT. BRG ON EA. STUD TO WALL TRUSS STRAP STUDS BELOW W/ (9) 10d w/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 TO TRUSS BELOW) 3/4" TAPCONS PER 3/4" FLOOR SHEATHING STRAP; CENTER ATTACHED PER STRAP BETWEEN NAILING SCHEDULE MASONRY WALL AND FRAME WALL FLOOR TRUSS PER PLAN CONTRACTOR MAY USE SIMPSON HTT4 AT WINDOW JAMB STUDS INSTEAD OF INDICATED EXTERIOR FLAT STRAP. SEE PLAN INTERIOR FLAT STRAP IS STILL REQUIRED AT JAMB STUD CONDITION SEE ARCHS FOR FURRING AND INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL PER - OR WOOD WALL PER I PLAN PLAN 1 /2"=1'-0" <o<e WALL SPLICE DETAILS ''^"'^tf" M" OTHERS EXTERIOR SHEATH( FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER PLAN NAILING SCHEDULE ROOF SHEATHING IMPSON H2.5 EA. I ATTACH PER NAILIN RUSS SCHEDULE II PRE-ENGINEERED TRUSS PER PLAN 2x6 #2 SYP CONT. LEDGER W/ (2) Y4"x3-1/2" JL SIDS WOOD SCREWS @ _ 16" O.C. MAX. & 3" FROM EA. END - USE (3) SCREWS FOR 24" I SIMPSON LUS26. U: RECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY RUSS. VERIFY W/ I TRUSS RUSS SHOP R PLAN (DRAWINGS- 2x8 SYP #2 LEDGER MIN. (4) 16d NAILS T EACH STUD (AT EACH SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) LEDGER @ OPEN TO BELOW 1-1 /2"= V-0" % 3/4"=1'-0" EXT. SHEATHING FROM TOP OF WALL TO DBL EXTERIOR SHEATHING BOTTOM PLATE. IF FROM TOP OF WALL SHEATHING IS NOT TO BOTTOM OF SILL CONT. ADD BLOCKING PLATE ATTACH PER @ SHEATHING SPLICE NAILING SCHEDULE W/ (3) 10d TOENAILS T EA. END. SIMPS. SP4 ROOF SHEATHING — @ TOP REQ'D IMPSON H2.5 EA. ISRUSS ATTACH PER NAILING ROOF SHEATHING 7 7 7 7 7 SCHEDULE ATTACH PER NAILING I I PRE-ENGINEERED — SCHEDULE TRUSS PER PLAN 2x4 SYP#2 BLOCKING I o W/ (2) 10d TOE NAILS 2x6 #2 SYP CONT. ° LEDGER W/ (2) Y4"x3-1/2" ( SIMPSON LUS26. USE LEDGER INTO°' LEDGER INTO SIDS@S WOOD SCREWSLCESS LUS26-2 FOR 2PLY TRUSS. VERIFY W/ 16" O.C. MAX. & 3" I TRUSS (TRUSS SHOP FROM EA. END - USE (3) LOW ROOF TRUSS W/ DRAWINGS L-, SCREWS FOR 24" O.C. 2x8 SYP #2 LEDGER W/ 16" TALL RAISED HEEL MIN. (4) 16d NAILS TO BOTTOM CHORD EA. TRUSS, 24" O.C. EXTENSION OPT. TRUSS RECESS LEDGER MAX. (AT DE OF EA.6d )1NAILS) SEE FRAMING PLAN FOR CONNECTION D04 LEDGER @ LOW ROOF EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V ARCHS O.C. - SEE FRAMING PLAN FOR MORE INFO. 2x4 BLOCKING BETWEEN STUDS W/ SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE 2x8 #2 SYP P.T. SILL PLATE w/ 1/2" EPDXY ANCHOR BOLT OR J-BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY FROM EA.END ANCHOR BOLT OR J-BOLT W/ MIN. 7" EMBEDMENT @ 32" SHEATHING TO O.C. & 3" FROM EACH OVERLAP BOTTOM END PLATE 1 1/4" (MIN.) 1x PT NAILER AS REQ'D CONT. #5 IN TIE BEAM EXT. FINISH PER ARCHS F1 SECTION @ OPEN TO ABOVE 1-1 /2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 12 PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD I I 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J-BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x TOP PLATE — (2) 2x HEADER SEE — MASONRY WALL PER PLAN FOR MORE INFO PLAN & CONNECTIONS WINDOW SEE PLAN — r` FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR 2x4 CONT. W/ (2) 12d SYSTEM BELOW NAILS TO EACH STUD 2nd STORY WALL PER PLYWOOD FLOORING PLAN SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR TRUSS; SEE FLOOR GIRDER SEE FRAMING PLAN FOR PLAN FOR DIRECTION AND CONNECTION CONNECTION DETAIL MASONRY WALL PER PLAN O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 10d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD SIMPSON H10A @ SEE LD02/SD3 FOR EACH DIAGONAL MORE INFO. BRACE ALL THREAD ROD @ 48" O.C.; SEE FOUNDATION DETAILS FOR CONNECTION @ BASE 2x4 BOTTOM PLATE, IF SHEATHING IS NOT CONNECT TO DOUBLE CONTINUOUS TO BASE TOP PLATE W/ 16d PLATE, SP8 TOP AND NAILS @ 6" O.C. BOTTOM ARE REQ'D C.M.U. WALL PER PLAN (2) 2x4 TOP PLATE 2x BEARING WALL WITH ROOF LOAD fiF1 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 SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 3/4"=1'-0" % 3/4"=1'-0" % SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE �- 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 SIDS SCREW @ 16" O.C. 1"=1'-O" 2x4 BLOCKS, (2) 16d Q W < NAILS @ EACH END. BLOCK ADJACENT Z BAYS @ EACH z DIAGONAL AS SHOWN. 0 FASTEN ROOF U) - -- - — SHEATHING TO BLOCKS W/ 8d NAILS @ t 6" O.C. o N z O (5) 16d NAILS BRACE F z TO BLOCKING 0 LU PROVIDE 2x4 BRACE n TO EACH ADJACENT LU DIAGONAL, FASTEN U TO DIAGONAL W/ (2) C) (/) 16d NAILS z WW ❑ TRUSSES PER PLAN m WALL BRACING @ 48" O.C. MAX. 45' FROM_ -- HORIZONTAL (+/- 100) LL BRACE NOT REQUIRED W W 6' FROM EAVES. LL O %tiiiloilij,® Uj C ®dCL ® ®®�®�/�.� `per LUo ®o� ". O J Z Fj (2) 2x SPF TOP Q ® a W _ Q (J PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO SP4 TOP OF EA. STUD U.N.O. STA30HEADER SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE STUDS BELOW U0 TO ALIGN W/ STUDS SIMPSON CS18 BELOW STUDS ABOVE TO SIMPSON CS18 STUDS BELOW STUDS ABOVE TO U.N.O. HEADER BELOW B O O O 0 C •• G 2x SPF BASE PLATE ROVIDE SOLID BLOCKING PRE-ENGINEERED ITHIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM d d (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 PLANlog STUDS ABOVE ARE TO ALIGN W/ STUDS STA30 BELOW HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO AL I AL A Uj CID _j �-•' m 4 ® Uj 0 z Glco ®.� ®' �����. Q ®. r O ® U_ fl,0° a � l 3 V O O U � ❑ n w0 u611�19yu' yOl�6�jl v Q Ir,„i N C U p `�3J o w z Q U o O U • O Sti0��4 co 0 O Z U) • O 0 ry Lu H U TO ❑ W Z Q J 0 W W U � p Jtio� O I� Z 06 WOuiMtiE O aZ '�� 8 LU (' , U Z UOa � OJ 0 L•-- tU) LU Z !� J cnzWo8 I.L.I ¢ = 2 .. r Z�— M W W O Z ¢�z E H I.L O wo .201 W O �N� Q Q SEE FOUND. PLAN FOR FTG. REQ. Z W Z o o N STRAPS TOP & O1/2" J-BOLTS @ 6" FROM EA. END OF A C WALL &WALL OPENINGS 32 AT OPENINGS LARGER THAN 4'-2" ATTACH TOP PLATE TO HEADER WITH LSTA12 BENT BOTTOM OF EA. STUD PER BEARING WALL Q: O 2 @ o;c. U (� MAX. W/ 6 MIN. EMBEDMENT & 2 OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE U W WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER Q Z W ❑ = UBSEEo CHART FOR REQUIRED JACKS / KINGS # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL 1"=1'-0" 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 W U) O a M � h (� ti z N M Q O _! Lj U_ z d LU O U_ 11 _ I- ❑ Z LV z (� U) _ �'- O J OO W '� 1 ❑ J- OZ LU z W4v0 W � Uj LI Ja. z �wow LU 0 1*- < LU U) STRUCTURAL ENG: BAD Q DRAFTING: H Z W -STRUCT: HBG ❑ QC CHECK: MRB LU JOB No. DWH-2170096 SCALE----- AS INDICATED ~ -- DATE: 03/07/17 SD5 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. STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ L1J STUDS REQ'D @END SIMPSON A34 FLOOR SYSTEM TO H Q OF LANDING W/ MIN. (6) z O 16d NAILS FROM LEDGER TO STUD p PACK Of LINE UP 2xJOIST IN LINE WITH MIDDLE N STANDARD (3) 2X12 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING z SIMPSON A35 / A34 CLIP TO FLOOR �- Z SYSTEM & LANDING W FRAMING — 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON z A35 OR LUS26 HANGER p �Izz ON EACH SIDE O go Z W X 6„ MIN.I.- p 0 10 M Q p (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 11 4'-0" MAX ATTACHING TO = LLI END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONT = (- STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d `n CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. z - NOT USED w O 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" M BELOW O.C. MAX. FOR Zo ar ®® ••®•®••®•• ��� a A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) 10"MI". '°'co SEE SCHEDULE FOR MAX WIDTH OF LANDING ®O1 ~' Y p® = z 4= V Q � MIN. (3) 2x SYP #2 'fl �- °- ®�_ LLI Q STUDS REQ'D @ END OF LANDING W// MIN. (6) s®-� y •�G ®a a z 3/4" PLYWOOD OR OSB � '•® •••••••�°® � '�`� Z � 16d NAILS FROM SEE PLAN FOR DEPTH ✓ ® O SHEATHING OVER OF LANDING Ijjr �� ®®® J LEDGER TO STUD LANDING ATTACHED STAIR WINDER DETAILILL PACK PER GENERAL FLOOR CONSTRUCTION, NOTES w �.—_. IL MID SPAN BLOCKING D_ TO MATCH JOIST PLYWOOD SHEATHING o DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. OVER LANDING O • STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO ATTACHED PER Z ^ O fifty co SYP #2 STRINGERS W/ MASONRY WALL) GENERAL FLOOR Q V--I ll l'" SIMPSON A34 / A35 CONSTRUCTION U ! `�J CLIP TO FLOOR g z NOTES LU o SYSTEM & LANDING z 16' O.C. I- MM O z FRAMING oLL 5 MAX BEAM @ END OF Q F-�•I U o ° 0O LANDING PER U Z Q = SCHEDULE U_O Nhl 4 wo 0O d G�tiS�G V cn z SEE PLAN FOR O Z MASONRY WALL OR > o� 0 WOOD WALL a SIMPSON A35 B B CONNECTIONS Q L MASONRY WALL OR FRAME WALL BEYOND U p (2) 2x BEAM PER 2x JOIST (P.T. IF I - SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO W END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT B-B CROSS SECTION OF BEAM M TO LEDGER p Z STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d fZ �7 �7 /`1 f\ '^ CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. U- V J W _3 g TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" z J _ T rn BUILT UP COLUMNS x 3 1/2" TITENS @ 16" O °,b LU z w cn n E Z _ LL r. STRINGERS TO BE Q U o Q US BELOW O.C. MAX. FOR I-- (� Q ! A -A PLAN VIEW q@ 180 DEGREE TURN LANDING MASONRY NOTCHED ATLANDNG o P o W a SEE SCHEDULE FOR MAX WIDTH OF LANDING _ Uj = o T O 2 Z a o 0C 3 16d TOENAILS 0 � � � � .. O - NOT USED _ o Q��os A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS PER PLAN PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @MID -SPAN A A SUPPOINFORMATION. TION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO 2x JOIST (P.T. IF STRINGER I I I ATTACHING TO I I I I MASONRY WALL) CONT I I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN / i i i i x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4' BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 V-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 91-0" (2) 2x12 2x8 7'-0" 71-011 (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" 11 0 0' a H (� N J U_ U N Q X„ z J Z O SEE ARCH PLAN I I 2x4 CONT. TOP PLATE O MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE Q LLU 2x4 #2 SPF STUDS X X NAILS Z = 2x6 VERTICAL @ 6'-0" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ 65 O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24" O.C. W/ (2) 12d O d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM g_ � HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). 0 1%• KNEEWALL FOR VERTICAL NOTCH SILL AND Z N PLYWOOD FLOORING O TO ALLOW VERTICAL J _I LL 2x L-BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO p NAILS @ 4" O.C. L-BRACE @ 6'-0" O.C. & FACE OF TRUSS z 3: W @ ANY OPENING 2x4 CONT. TOP PLATE w 11 (ATTACH TOP PLATE U. ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d Z n DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4' x 3" 3 1/2" TOE NAILS z W M SECTION X-X N.T.S. SDS WOOD SCREWS (- U) N H EQUALLY SPACED/CENTERED IN 2x4 #2 SPF STUDS @ r_ 0 .. i- O 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE OTHER Q •= ATTACH TOP PLATE TO FACE OF TRUSS STUD 70 BE O 1 STUDS W/ (2) 16d TOE 3z" ATTACHED TO TRUSS p W J O Z NAILS '�`�` BELOW (OTHERWISE w Q V gk SEE ARCH PLAN ATTACH W/ (2) 12d z O MAX. 4'-0" ABOVE FLOOR i TOENAILS @ BOTTOM) U) W 0. 0.. 2x4 #2 SPF STUDS @ X X � p V � W J Q Z 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) cn - W 0 W P Q TOENAILS BOTTOM SHEATHING TO 16d TOE NAIL EA. CONT. BRACE & 10d w X � — 0 � 04 Q ACCOMMODATE 2x 2x4 SILL PLATE W/ (2) NAILS @ 4' O.C. TO Q 0) q CO W NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING U 0- 0 rZ d` W PLYWOOD FLOORING (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS (0 STRUCTURAL ENG: BAD TO SLIDE DOWN TO W/ 2) Y4"x3" SDS Q RAF DTING: FACE OF TRUSS SCREWS EQUALLY 17- --- °°° SPACED & CENTERED w -sTRUCT: HBG - QC CHECK: _ MRB ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS p TO TRUSS W/ (3) Y4' x 3, L-BRACE @ 6'-0" O.C. & w --- SDS WOOD SCREWS @ANY OPENING JOB No. DWH-2170096 BASE PLATE PER FLOOR PLAN NOTE: EQUALLY 2 SCALE: AS INDICATED ATTACHED PER PLAN SPACED/CENTERED IN TRUSS SEE 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 TRUSS TO OUTSIDE DATE: 03/07/17 ST01 GENERAL LANDING &3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR rST`03 SECTION HANDRAIL W/ FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STAIR FRAMING INFO SCALE: 3/4" V-0" 4. (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR = BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FLOOR TRUSSES SCALE: 3l4" = 1'-O° N.T.S. UNDER BEAMS LESS THAN 2x12) I ST1 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.