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2910 Gipper Cir 18-2317 (a) New SFHCOUNTY OF SEMINOLE . IMPACT FEE STATEMENT STATEMENT NUMBER: 18100004 DATE: June 04, 2018 BUILDING APPLICATION It: 1%3-10000498 BUILDINO PERMIT NUMBER: 18.10000198 UNIT ADDRESS: DIPPER CIRCLE 2910 22-20-30-520-0000-0120 TRAFFIC ZONE:022 JURISDICTION: PAYMENT SHOULD BE THE COUNTY BUILDING THIS STATEMENT IS ISSUED WITHIN 6Q �� v SEC: TWP: RNO: SUF: PARCEL: SUBDIVISION: `1'RAC`1': PLAT BOOK: PL.,A`i' BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DAVID WEEKLEY HOMES ADDRESS: 1111 N POST OAK ROAD HOUSTON TX 77055 LAND USE: SINGLE FAMILY RESIDENCE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2910 DIPPER CIRCLE / REAGAN POINTE / SFR -------------------;, ------------------------.------------------------------- FEE BENEFIT RATE UNIT CALL UNIT TO`IAL DUE: TYPE DIST SCHED RATE -------------------------------------------------------------------------------- UNITS TYPE ROAI?S-ARTERIALS CO -WIDE ORD Slagle Faiiiily Housing 705.00 1.000 dwl ua.LL 705.00 ROADS - COLLEC`1'ORS N/A Single Family Housing .00 1.000 dwl unit FIRE RESCUE N/A .00 LIBRARY CO -WIDE ORD 00 Family Housing 54.00 1.000 dwl unit 54.00 SCSI SCLIOOLS CO ; wzDE ORD Single Family fIOusuig 91000.00 1.000 dw:L unit 0,000.00 R PAKS N/A LAW ENFORCE N/A 00 DRAINAGE00 N /,A. AMOUNT DUE 9,759.00 PERSONS ARE ADVISED THAT THIS. IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIO04L ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST f. -OR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE. 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. LAfMLNl SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY BUILDING DEPARTMENT 13.01 EAST FIRST STREET SANFORD, FL 32771 OF SANFORD PAYMENT SHOULD BE THE COUNTY BUILDING THIS STATEMENT IS ISSUED WITHIN 6Q BY CHECK, OR MONEY ORDER, AND SHOULD REFERENCE PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. NO LONGER VALID IF A BUILDING PERMIT IS NOT CALENDAR DAYS FROM THE DATE ABOVE oy f( l' Revision Q - City of Sanford Response to Comments ❑ JULBuilding & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 y, b ' Email: building@sanfordfl.gov Permit # u 2 '1 i Submittal Date /2 - Project Address: Contact: --Y- C \ A Ph: l0—) "Z;� ( Cf;— r)R2--(r)?) Fax: Email:QW Trades encompassed in revision: General description of revision: / wilding Tr t PPLO <EWI (--i 6F- 440,4E TO C. )DOC ( ❑ Plumbing 1—D�1�-� ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water ROUTING INFORMATION Department Approvals ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention ❑ F3uilding I L GENER! L NOTES WIND DESIGN LOAD INFORMATION FOUNDATIONS WIND SPEED (ALLOWABLE) 108 mph SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MEANS AND METHODS MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE BEARING CAPACITY 2000 PSF CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE TERMITE TREATMENT ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED (PSF) FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LIST of REQUIREMENTS UNDER STAIR PROTECTION CAST IN PLACE CONCRETE 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, (12.7MM) GYPSUM BOARD. A MAXIMUM 2. LDL REINFORCING STEEL SHALL BE DCEMENTIF ORMED BILLET STEEL CONFORMING TO METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ASTM A-615 GRADE 40 MIN. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 LATEST EDITION, AND MINIMUM G50 ZINC COATING SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM 6185 ZINC COATING. BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE AT EACH END SHALL BE PROVIDED. PRESERVATIVE WOOD TREATER. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF CENTER TO UPPER 1/3 OF THE SLAB. ASTM F1667 BOLTS AND THREADED RODS PREFABRICATED WOOD TRUSSES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. AND STRUCTURAL PLANS FOR MORE INFO. MASONRY WALL CONSTRUCTION 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 1. HOLLOW LOAD BEARING UNITS SHALL. BE NORMAL WEIGHT, GRADE N, TYPE 2, DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY PSI (fm = 1900 PSI) TRUSS ENGINEER OF RECORD 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". LATEST EDITION OF ANSI TPI 1. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI, MANUFACTURER UNLESS NOTED ON PLANS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE, TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TRUSS DESIGN LOADS: WALL AT THE TOP & BOTTOM & MAXIMUM T-0" U.N.O. VERTICALLY. TIES TO THE TOP CHORD: Lr = 16 PSF FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR DL = 7 PSF (SHINGLE TYPE ROOF COVER) POSITIONERS IN MIDDLE OF WALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. DL = 14 PSF (TRUSS OVERBUILD) 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BOTTOM CHORD: DL = 5 PSF COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND MINIMUM FLOOR DESIGN LIVE LOADS: 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. C) DECKS = 40 PSF D) STAIRS = 40 PSF 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL MINIMUM FLOOR DESIGN DEAD LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO A) FLOORS = 15 PSF B)BALCONIES = 15 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. GENERAL LOADING: 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ATTIC WITHOUT STORAGE = 10 PSF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ATTIC WITH LIMITED STORAGE = 20 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50, PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. GUARDRAILS IN -FILL COMPONENTS = 50 PSF ;"' r 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS CONSOLIDATION. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA EA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING WOOD CONSTRUCTION -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY EA. END. NOTE: PLYWOOD EDGES @ HIP,CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) GRADED "No.1/No.2" BY NLGA, OR BETTER. 12d TOENAILS EACH END. ' 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT, TO EA. TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) -PERMANENT 2X4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING SHALL BE SPF#2 OR BETTER U.N.O.. PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-133. ("T" BRACING MAY BE USED I.L.O. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER TABLE WITHIN BCSI-133). AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. BY OTHERS. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL CENTER OF THE STUD UP TO 1 DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON FIELD REPAIR NOTES HSS2 STUD SHOES, TYP U.N.O. J W 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD DRILL A 3/4 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR,DIAMETERS(EXCLUDING AWPA U1 STANDARD. BEND). 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 2. STRAPS/CONNECTOR SUBSTITUTION MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT WOODEN TOP PLATES. & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3, STAIR CONSTRUCTION ENGINEERED LUMBER 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN MIN, 7" EMBEDMENT. VALUES AS FOLLOWS: -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" COLUMNS BEAMS STUD J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. 6. MORTAR JOINTS Fb = 2650 Fb = 3000 Fb = 2200 -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) C -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON Ft- 1650 Ft = 1700 Ft = 1500 - EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. Fc 11= 3000 Fc 11= 3000 Fc ii= 2100 "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1 st (2) Fc = 450 Fc T = 900 Fc 1= 450 COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, Fv = 285 Fv = 285 Fv - 150 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 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN VERT. REINF. IN EA. CELL, CONT. PER PLAN. CONDITION U.N.O. 7, OVERHANGING CMU WALL CEILING CONSTRUCTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN LIVING SPACE IS ABOVE THE GARAGE. -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS, STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8 DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC, PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER, DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY II BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 STRUCTURAL NOTES & COVER WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) _) VALUE DENOTES SUCTION AREA 4O O (+) 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 (+) 18.0 (+) 18.0 100 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x T-0" 16'-0" x 7'-0" RFP -1 (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 aI 5 5 f✓' (0 W STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEEDS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. REAGAN POINTE -' LOT 12 GARAGE E`i'OUTH RECORD COPY "Ul�p 54=%-Q Sq �?_��.; IV— # 2 7 IM) RE.�, 7 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. Lij 00 Q06 !� m 0 W W - INDEX OF DRAWINGS SHEET o SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES - FS -1 FOUNDATION FORMS PLAN TBA TIE BEAM PLAN M PLN -1 FLOOR PLAN ELE-1 UTILITY PLAN INT -1 INTERIOR DETAILS z INT -2 _j STAIR SECTIONS ELVA FRONT AND REAR ELEVATIONS ELV-2 - a LEFT AND RIGHT ELEVATIONS � RFP -1 ROOF PLAN PLT -1 U PLOT PLAN (0 W J h O © o6 S2 i FOUNDATION PLAN S2.1 wQ5. DOWEL PLACEMENT PLAN S3 O.8 FOUNDATION DETAILS W S4 006 LINTEL PLAN W m S5 W FIRST FLOOR FRAMING PLAN -j S5.1 NOTES & CONNECTOR LEGEND S5.2 .fin zw E ROOF FRAMING PLAN SD1 0 GENERAL DETAILS a SD2 c GENERAL DETAILS Lo SD3 LLI T GENERAL DETAILS Z S D4 ' = TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 2i GENERAL STAN DETAILS (0 MASTER UPDATES NUMBER Al DATE DESCRIPTION INTIALS 1 6/21/2016 CREATED ELEV. A,B,C & MINOR OPTIONS EA 2 1/19/2017 UPDATED TO NEW STYLE AND APPLIED ARCH UPDATES THRU 12/6/16 EA 3 1/30/2017 FIXED BEAM HEIGHT CALLOUTSOPT FRENCH DOOR LINTEL DEPTH & CONNECTOR FOR COLUMN TO CMU ON ELEV C EA 4 6/21 /2017 UPDATED FLOOR TRUSS LAYOUT TO WORK WITH ALL MASTER PLUMBING OPTIONS; ARCH UPDATES 5/10/17 EA 5 2/26/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TH EDITION (2017) RESIDENTIAL AND UPDATED ELEV. A TRUSSES PER RPT -3 DJ I RECORD COPY "Ul�p 54=%-Q Sq �?_��.; IV— # 2 7 IM) RE.�, 7 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. Lij 00 Q06 !� m 0 W W - U o ///�� w %b� a M �o z pJ� _j CK O 4 LSI - a � Z U (0 W J h O © o6 W i wQ5. � O.8 <Z O W 006 F- W m i W -j W Ca ❑ v o QOO 0 Z .fin zw E 0 Q L¢ WX 2 r IL s a W c Lo = LLI T CO Z LL C) = U) O �' 2i cry a cep vV M 4 M z _j ® W a W Lj 0 J CO �' (0 Al U W a M J W�f= ',Z ....� _j V 15 LU f" W LO0.a- o Z 04 y W ® J W 05; 0< C:� J f IE < 0 Uj a ® LL 64 0 STRUCTURAL ENG: BAD p DRAFTING: U C -STRUCT: MB QC CHECK: MRB C JOB No DWH-0204749 SCALE: AS INDICATED Z DATE: 3/20/18 L! Y n S1n r cry a cep vV M 4 ARCHIVE # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 2. LW 6/19/18 -ADD COOKTOP WITH DESIGNER HOOD OPTION Ru r o O -ELEVATION A&B; REIVSE ROOF PITCH TO 6:12 2. XS 05-0416 -REVISE BEDROOM #3 WINDOW TO 5040 -HS in- :4E' ro Q®� -ELEVATION A: REMOVE SIDING RETURN ON LEFT ELEVATION 3. HST 06-07-16 -ADDED ELEVATION "C" 4. XS 09-07-16 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION HCR (s) DESCRIPTION 1.) LIST 2.) LIST 3.) LIST -REVISED OPT. SGD TO BE 9-4 8-0 OXXO ® y -REVISED WINDOWS @ OWNER'S RETREAT TO 4-0 5-2 SH @ 7'-4" 5. LW 11-4-16 -REVISED WINDOWS @ FAMILY TO 3-0 6-0 SH �v�irnc"oEcov� -REVISED WINDOWS @ DINING TO 3-0 5-2 SH - ADDED OPT. 8X8 BEAMS W/ TRAY CEILING AT OWNER'S RETREAT - REVISED DOOR SWING TO O.S. BATH 6 VV 11-21-16 - ADDED 253H @ 7'-4" AT ENTRY ALL ELEV: - REVISED T.O.M. TO 9-4 ILO 10-0 AND SECOND FLOOR PLT TO 19-8 ILO 20-4 7 LW 12-6-16 - REMOVED 1ST RISER FROM STAIRS ELEV B & C: - EXTEND PORCH OUT 2" TO BE ALIGNED WITH FLOOR WALL ABV ALL ELEV: - REVISE WALL AT REFRIGERATOR TO BE 10" WIDE AND 4" LONGER 8 MR 5-10-17 - MOVE KITCHEN ISLAND 6" TOWARD DINING ROOM - REVISE SWITCH LOCATIONS AT OWNER'S BATH - RECENTER LIGHT AT RETREAT ALL ELEV: - REVISE WINDOWS AT STAIRWAY TO BE FIXED GLASS ILO SH, REMAINING THE SAME SIZE 9 MR 6-27-17 ALL ELEV: -ADDED OPTION DOOR AT ENTRY 10 JS 12-14-17 ALL ELEV: -ADDED OPTION DOOR AT ENTRY 11 JS 12-20-17 III ASR REVISIONS # BY DATE DESCRIPTION 1. AO 3/13/18 ADD 8' TALL DOORS ON FIRST FLOOR 2. LW 6/19/18 -FLIPPED TO SOUTH Ru r o O oU � � . Q UU 0 E in- :4E' ro Q®� 0 D d o ® ® 9 a 00 HCR (s) DESCRIPTION 1.) LIST 2.) LIST 3.) LIST I .a. fes: ��,�e�tttt�i»g�rrr rr' � O (o N to Q- Ru r o O oU � � . Q UU 0 E in- :4E' ro Q®� 0 D d o ® ® 9 a 00 n(n r8 z` :E> 0 �_ U O ® y �v�irnc"oEcov� rr' i i7 �i an, _ nil FORM SET PLAN e�Aei►�4�� °oia�rrr> 4�ri ��e®`�� o*oz 0 j�,�'�✓rte tee, 10 0o,�o / ✓+ I � Aug go 0 wa, r j dm �iuvucv� �.. O L c (no ca y E�E41 41 d — s y j O �~ O 'C s O O O O *r "Q p O y V U y O 4-4 OvO., � F- tli• 4 y r cc i w E w I� vii D) cin PRE -CAST LINTEL TYPE & SIZE PER ENGINEER w W Z IW _N Ll 06 o� I I I I`�Z mI I I I w � I I I (w IQw 06 BEAM OR LINTEL SIZE & TYPE PER ENGINEER fiat) t V U _o co EL V C 10 00- 00 an 00 I - HERE 0 All� tN® iw + V�I I1 ��/� n@ ►4 Y% v/ W L' EE CL 0 0 N p b U � -0 w '- >. O (n > N ® 0 a g "° ® U 3 =' ® O ® oO ( U w inL_ a p (n 4) W (D CL cU 'n E N tC s. U U-0 0 00- 00 an 00 I - HERE ,r, All� d- b r- Q I ; CV -1 30'-0" .--SECOND - •i• NOTE; ALL 2ND FLR. OILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE INS FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. u, * 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, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. C * 518" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD I qn, m 12'-211 3'-10" 14'-011 C _z Q W W (D O 4'-711 4'-611 8-0 CLG. --� z F' zzc U z o W j J a s z W U (2)4-0 5-2 SH cn<�❑❑ =ww U O ia/ � �m~�� Q) (n @ 71 - 4 �Wwww � I=U�[X kM,tneL. r" '. 'sJ:s M4311.F..:.%4A n:'.G.tin"RA.fx`.a1k°.MFXeYkk iW:vYp uwf'kFk -tbNw' '::Y .. c2.....f �'_ •. d .iM S1�. rW LANAI Zr-N(y)d- � 60"x48"1 O O f•J.unL+a:NYk4YgFl4i.1.0. iA°t LL OW 0 MC , CN O o w 9-4 SOFFIT bo a�n 0nu U N � m o 0- w DINING •E41 4' - 8' j, OWNER'S BATH k b h -to mEtoo 1R1S -0I OWNER'S ' 1 q 5 3'-4" SX PT RETREAT .011 4'-4"c� 7 -0 (TYP) EO 16" 5SHELVES _ 10-0 8-0 SGD 20" ---_.,.-- 13 - 0 16 12" 4'_4 8'-8"-- -- ------ --^� J,,7k 2X6 WALL ,u'�..k4f 1.�'Yu n� ex.M;.uY6roil,;.n rA .r1rw^ '. uaV. Ba:tXJE/ati, a� 45 bTA Yaws srr.'vxa�o. ,eY ry '.s . n. �•rSmL.:uud nR. -11F CPT I _ V�ASHR it DRYER 2s _--J�,L--J F- PAN BEDRIVI2 r PT :HS UTIL `' S CP ` N DRYER VENT J THRU.ROOF 3'- 0" 3'-6" s.CvM'!d'�uR.kYi1G'r. tiNnN�h4l.2 Ua E JPi, �� 5 SHELVES N �� .^rnLtdv:Xh.AY,.CaU". �+', :aN. ASR d.l1G+�"�N.4N:1f+TJ,4.: 3^K,n i4F r]I'�'w 1 U1 ' F 1 2 3 111, X 12L ( I IU ;n 2-0 X31" II SCUTTLE r; 00 N II O O 8-0 CLG. 5'-11" 2'-7" 4" 6l 5'- 6" m 4 2-4 } X6 W L II o 7 CN ' IU rJ I� -cn BATH 2 S I I NPT 0 --� �— 1R1S F a I I � ❑❑Ey'' 11 %k ttltl w9.: kifAN4MANAIX _+Mr:YR:'''YxN !r!S:^..kl.:+.SVv! liWiY."ksV6', r ew."i4A iF'"Y.d :XO.N@7:4n'v!^4 ?!ee1¢.iM'#Y}'RikM', Y.x L .iM}AE' 0.' lYiCtl 1 12 = I =(D 13 N I� 14 k c�N L_--____ _=3_ 15 BEDRM 3 � T 17 { 4'-8" 2'-2.. 31_411 1R13 o r� 4/ 8" N DW ISP VENT I� O RETREAT 1 R1 S KITCHEN 2X6 WALL G IN 2-052 SH 3-07-2SH 2-0 5-2 O 7'- 8 @ 8 @ 78 o cy') (TEMP.) 2X6 WALL F-6'-6" I 20" 4'-4" (2)3-0 5-2 SH @7'-8 6'-4" 3'-0" 3'-0" le 22" 3'-10" 4'-3" 3'-6" 4'-311 14'-2" L- 12'-011 -J 18'-0" REFG. I r 30'-011 — — .--SECOND - •i• NOTE; ALL 2ND FLR. OILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE INS FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. u, * 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, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. C * 518" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS, WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD I qn, m 16" 16'-0 1 21-0 81_011 2'-0 18'-0" 12'-0" FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS a 9'- 4" UNLESS NOTED OTHERWISE q..i....3k r,i a,..4+,` LL Giym yj O Caduj �. C _z Q W W (D O p❑0 V . 8-0 CLG. --� z F' zzc U z o W j J a s z W U CD N cn<�❑❑ =ww U O ia/ � �m~�� Q) (n �Wwww � I=U�[X o w LANAI Zr-N(y)d- � E 0 auro w 0 O o w 9-4 SOFFIT bo a�n 0nu U N � m o 0- w DINING •E41 b h -to mEtoo -4 7'-8 EO _ 10-0 8-0 SGD �V H5 CPT _ F- FAMILY 3'- 0" 3'-6" 8'-011 8-0 CLG. CN 34 1/2" WALL _ -- c�N L_--____ _=3_ U) o -....-..... _ �' LOOPED o r� 4/ DW ISP VENT N KITCHEN G IN O o cy') F-6'-6" I 20" 4'-4" ao 2-8 8 0 I REFG. I r L— �I �o CN a a 42" HIGH N N 1 2 3 —J I GUARDRAIL X36" HIGH UP c� 2X6 WALL HANDRAIL ' � I 4'-4" PER COMM o a (TYP.) 1 1 16'-811 0.. )k ❑ 5 1 `� R t ( �2 -- ( _: 8 --- 2 CAR GARAGE i ;-----A�° - I 1 S i ORA(5�— M W � J I i-uNil?�R13- _TTI ILM - 4 I _1 __---10 � 19X8 � Iq = 2-08-0 ENTRY ;nLO 4'-4' F- 61-61' 6'-61 2-8 8-0 HC � CN r- 16-0 7-0 GARAGE DOOR 3-08-0 OPWDR 0 2' 611 a I i �O FLR. LINE ABOVE 4'-811 61-811 V — o 9-4 SOFFIT in FRAME DB EQ. TO COLUMN — _ WIDTH 16" 16'-0 1 21-0 81_011 2'-0 18'-0" 12'-0" FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS a 9'- 4" UNLESS NOTED OTHERWISE q..i....3k r,i a,..4+,` LL Giym yj O Caduj �. C _z Q W W (D O p❑0 V . z F' zzc U z o W j J a s z W U CD N cn<�❑❑ =ww U O ia/ � �m~�� Q) (n �Wwww � I=U�[X o w N Zr-N(y)d- � E 0 auro w 0 O o w O LL cD O V C (D O 2 V . o s F' O E 2-0 -0 E 0s00 Q) (n r-00 0 AO N N r `- E E 0 auro W m C= 0 O o w E � cD O V LttS —.... 0 ~ 0nu U N � m o 0- w W .2 •E41 h -to mEtoo SECOND FLOOR J C—J (2) # 210 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIRGRD POWER COMPANY NEMA 3R PEDESTAL 0� AMP 1201240 VOLT 30 COMBO CIRCUITS MLO DISCONECT OTHERS AND AMP METER CAN HALF HOT OUTLET SERVICE BY 12" A.F.F. (U.N.O.) GFI GROUND FAULT INTERRUPTOR 6 OTHERS 1/2 AMP HALF HOT OUTLET NTS (2) # 210 XHHW d GRND. OPTION 1: #4 BARE ALUMINUM WIRES < CU TO GROUND 8FT. LU (1) # XHHW E GROUNDING RODS Z ALUMINUM WIRE -- 8 FT. APART ELECTRICAL RISER WALL MOUNTED LIGHT NOTE: NTS RECESS CAN LIGHT ELECTRICAL MATERIALS AND INSTALLATIONS GRND. OPTION 2: FOOTER SHALL COMPLY W/ APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. SMOKE DETECTOR FLORIDA General Electrical Notes 06113116 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * 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 .... 64" 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 I rii IF, FIRST FLOOR.... ml UTILITY LEGEND r 11 OV OUTLET 12" A.F.F. (U.N.O.) GFI GROUND FAULT INTERRUPTOR 6 (WEATHER PROOF AS NOTED) 1/2 HALF HOT OUTLET 220V OUTLET d (36" A.F.F. @ UTILITY) PHONE LINE TV1 O N C LU CABLE TELEVISION E STANDARD SWITCH Z (3 OR 4 WAY AS NOTED) -- SURFACE MOUNTED LIGHT Q WALL MOUNTED LIGHT Y RECESS CAN LIGHT ® (EYEBALL AS NOTED) VT 0� 46) EXHAUST VENT SD SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) D TDOOR BELL DH®S DOOR BELL CHIMES ELEC. PANELBOARD W/ CIRCUIT BREAKERS HB HOSE BIB I GAS GAS TAP CW HW it COLD/HOT WATER SUPPLY r o L y++ G2 E d O O 0 q -L O N U N O N C •C_ = E C (1) 0 41 Z O v 4- O ►�+ O E � C � 3 N Y •y 0 C O 0 0 �C C ,C O ++ 0 N V f1i N O 0� @ N ;� •� N RS � � > c 7 a. U E N I� N r CABINET MOULD OPEN ABOVE B48 B24 B36 B24 L- FI LL COOKTOP KITCHEN IGHT IGHT 82"x42" MIRROR UTIL9 IGH 36 x46 MIRROR 4" SPLASH VS4f -o-RA — 2X4 CLEAT ANCHORED OR FASTENED TO STUDS ADD BRACING WHEN COUNTERTOP WIDTH IS 7'-0" OR GREATER Aii n uu rrrr- 3RACING U OPEN BELOW SINK OVAL MIRROR 2'-0" LAMINATE COUNTERTOP 2x4 BRACING 2x4 CLEAT ANCHORED OR m FASTENED TO STUDS BS24 COUNTERTOP COUNTERTOP DETAIL SCALE: 112" =1'-0" FILL SB36 B30 ISLAND OPEN TO FAMILY 341/2" HIGH WALL, 6 RE 12" END PANEL STAIR SECTION n �,e��a�A�tauaaaao w � 0 a1 ° i Upq�� w �. O ] n UJ ._ Q Ile, 00 ,° := 0°0 ° ►. u, STAIR SECTION �n L a1 ° O C%4 ._ Q = E i ,° := 0°0 ° ►. u, uj E ® O U 0 � ® � S ° ° ° ° ECL U td 0 T o 0 �C b E F- in m m m to .;cq 0 LL ._ LU i ,° := 0 U. ►. uj T - to .;cq .;cq 0 LL ._ LU ,° := 0 U. ►. uj T - 1x BLOCKING 2x12 TREADS 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER 111 11" ONE ON EACH 10" SIDE AND DOUBLE NOSIN (TYP.) @ MID -SPAN 1711 rte: 10`=0 2x4 KICKER PLATE HANDGRIP BALUSTERS 2x12 TREAD 2x12 STRINGER 1x6 TRIM W/ROUTERED EDGES OR PER COMM. SPECS. 2" CASING OR MOULDING 2x4 STUDS GYP. BOARD— SOLE PLATE 11" T 1"_Av 10" NOSING (TYP.) 11" 1„ 3/411 1x8 TRIM NOSING 10 PLYWOOD (TYP.) � DECKING BALUSTE --- @ TO SIT t cy 91.011 2x12 STAIR RAISEI HEADER WALL LL ALTERNATE STUD WALL 1 1 2x BLOCKI1 ' FILLER, TR TO FIT SOLE PLATE 1=x_ FIN. FLOOR HANDGRIP BALUSTER THAN 4" 0.1 MAXIMUM 1x6 TRIM C AS REQ. P COMM. SPECS. 2" DOOR CASING 0 MOULDIN( I GYP. BOARD FINISHED WALL _I 1x12 TRIM )UTERED 1N UPPER SIDE STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1 NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) aA�1�1999@111��,d Oil k" � lJ • v�? v qq -" O O o J" o o <0 o y LL U . A � 1x12 TRIM )UTERED 1N UPPER SIDE STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1 NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) OOD BASEcq Oil b U . A � E ?tib p p O U 0 01-- tp U Mumma E 4- o 41� �, �0E O �c 0 ® o .aS RINGER OR 0 Lo '/CIRCULAR CD NG STAIRS y° (J) �3 p E�� OOD BASEcq Oil A � p p Mumma RINGER OR Lo '/CIRCULAR CD NG STAIRS Z p Oil A � SIDING FLASHI 2x LED( STRUC 9-4 TON COMP. SHINGE ALUM. I ALUM. I 2x6 SUE ALUM. CHANN 2x LEDGE STRUCTU GARAGE CORNICE DETAIL SCALE: 1" = V-0" STEM FTER )ARD NISH CMU ,TING 9'-4"T.O.M. 6" WIDE RAISED SINGLE BAND (TYP.) TEXTURED COATING (TYP.) -0" FIRST FLOOR ENTRY DETAIL SCALE: 1/8 =1'-0" 1 FRONT ELEVATION "A" N_I. 12 4 r 2 W `� `<::� 4 M SURROUND BATTEN (TYP.) FASCIA (TYP.) 19'- 8" PLATE FRIEZE (TYP.) 6" TRIM (TYP.) 4" TRIM (TYP.) 16" TRIM (TYP,) )CIA @ FRONT GABLES 9'-4"T.O.M. WIDE RAISED SINGLE BAND 'WIDE RAISED SINGLE BAND FINISH (TYP.) RED COATING (TYP.) E ENTRY DTL. ' FIRST FLOOR NOTE: ALL HORIZONTAL SIDING WLL BE 6" HARDIE UNLESS NOTED OTHERWISE NOTE: TEXTURED f COATING SMOOTH ll SAND FINISH s7 19'-8"PLATE - ---- - - - - -_ ----------------------- - - - - -- __ 19'_8"PLATE -- 6" FASCIA (TYP.) TEXTURED COATING (TYP:) 0" FIRST FLOOR � T / / a ' / ILI- FX S.G.D. S.G.D. FX - - - -' ' 0" FIRST FLOOR REAR ELEVATION e 0 0 ENTRY DETAIL SCALE: 1/8 =1'-0" 1 FRONT ELEVATION "A" N_I. 12 4 r 2 W `� `<::� 4 M SURROUND BATTEN (TYP.) FASCIA (TYP.) 19'- 8" PLATE FRIEZE (TYP.) 6" TRIM (TYP.) 4" TRIM (TYP.) 16" TRIM (TYP,) )CIA @ FRONT GABLES 9'-4"T.O.M. WIDE RAISED SINGLE BAND 'WIDE RAISED SINGLE BAND FINISH (TYP.) RED COATING (TYP.) E ENTRY DTL. ' FIRST FLOOR NOTE: ALL HORIZONTAL SIDING WLL BE 6" HARDIE UNLESS NOTED OTHERWISE NOTE: TEXTURED f COATING SMOOTH ll SAND FINISH s7 19'-8"PLATE - ---- - - - - -_ ----------------------- - - - - -- __ 19'_8"PLATE -- 6" FASCIA (TYP.) TEXTURED COATING (TYP:) 0" FIRST FLOOR � T / / a ' / ILI- FX S.G.D. S.G.D. FX - - - -' ' 0" FIRST FLOOR REAR ELEVATION e 0 0 2� E ° ® U 0 � ® o a I-- �. 0 V 4- 0 Z)0�i rr c 0 0 o �c ° pz3 t; o No w m o o��_ N°v�cu a� .2 w tG L E 0) :C tC N rr ■ • w rr ■ • -19'- 8" PLATE STUCCO BAND (TYP.) -- 9' -4"T -0-M•----- 4" WIDE RAISED SINGLE BAND SAND FINISH (TYP.) ' \ 0" FIRST FLOOR Cil c9 -19'-8"PLATE 9'-4"T.O.M. TEXTURED COATING (TYP.) -0"FIRST FLOOR___ _ 12 Q4 SIDE ELEVATION 19'- 8" PLATE -------------------- \ r - 9'-4"T.O.M. , FR.DR. TEXTURED COATING (TYP.) \ 0" FIRST FLOOR '------------ ------"---'---------------- `-�- ' - _. -` --- - ------ --- --------`-- -'--- -- -- - --- ---------------- SIDE ELEVATION-_ ",Ullnmoll, ---____-- 19'_8"PLATE _- - STUCCO BAND (TYP.) SIDING W/6" TRIM (TYP.) 9'-4"T.O.M. — 4" WIDE RAISED SINGLE BAND SAND FINISH (TYP.) 0" FIRST FLOOR wppp®o�%fJ/�I®�/' ,,,1 mm®®mmwmwo U O ",Ullnmoll, ---____-- 19'_8"PLATE _- - STUCCO BAND (TYP.) SIDING W/6" TRIM (TYP.) 9'-4"T.O.M. — 4" WIDE RAISED SINGLE BAND SAND FINISH (TYP.) 0" FIRST FLOOR mwoll 100,1111i M, i mijv - m a I,s U O r al N O O N U -0 ® N rcry = O O �r O E O � 0t�cUe— s O O Oo o U (t: w w O @ O inr w U 3 U 0.U ca cu to � mwoll 100,1111i M, i mijv - m a I,s r • i w. �r mwoll 100,1111i M, i mijv - m a I,s r • mwoll 100,1111i M, i mijv - m a I,s _ ROOF PLAN ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1452 / 300 = 4.84 4.84/2=2.42x144=348 ROOF VENT = 348 /138 SQ. IN. = 2.53 VENTS 0013i19III ��'® CIN _ co O OV Jam; u . F- ° L`mU p ¢ Oo10 C W CN 0 t9 u -a z uj • a m N -� u N 7+ E 0.c 0.0 ami o ® v u 0 -0u��v on 'er :3 E 0 a �u M 46 a� � -,��o O a- ® 0 0 4-0 r 0 O +1 ate, O L U w O 6 � S - ® N CL b 0 U N CL N A R3 CL M C W CN z uj • ,— U. 0.0 0 on __ � WALKWAY 320040' S400 51 ) 28"W SQ Gl"ER CIRC (N 00 0 0 00 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1452 FLATWORK:380 LOT: 3200 COVERAGE:57.25% SOD AREA: 1068 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. NOTES: 1. VERIFY GRADING IN FIELD. 2. VERIFY EASEMENTS IN FIELD. GRADING NOT AVAILABLE egg. "�\j11119 99i!/ j! vv. wee C�71 yh.• .�:r°f^�J U� �, !S- o !/� ui v a, cm ,�tIG98�Y ��a No L, MEN uJ � 6 b uJ WN Z E 2 (L c6 :3 r— O O O 0 U � 0-- 0 U UL ® A O (D (n E ro O O O C/) E o t >, cn z o 4 p o o O �. 'a o (n (n 0 a 0 a 0 � = �.0 (n 0 in cn w.2 'nw�� 0-0 T M 0 U (n E in cp (u m (n No MEN uJ C4 No uJ C4 U. uJ WN Z 0.0 W a. < 0 0 (9 UL 4:� c) z uj T-- <. cy) C/) c v 30'-0" 16'-0" TWO STORY FTG 14'-0" A/C PAD 13'-4" D0 DO SD1 I SD1 F__I7,_,T 818" 1'-4" 16'-0" 8"[ 10'-0" 1 10 18'.0" 12'-0" Em FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 250OPS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END, LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE, 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE - THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR J USE ALTERNATE APPROVED METHOD. <C ®�8laalil998q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY ®� ��i W COMMUNITY & COUNTY CODES.4. �i4. �d��s. a 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W i ,®® @°°®°t� X a SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE a°� �� a>°� �". .I Z LL AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION zV O O v TQ Lj INSTRUCTIONS. �^ mW CQ. d p 9. NO WOOD STAKES PERMITTED IN FOUNDATION.° z �j, v p LLI 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED >ro4.�� Q DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p �� °y°°<',u°°�"e��•� DETERMINE STEP LOCATIONS IF REQUIRED WLL111'1 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD W FOOTING STEP DOWN AND CORNER INFORMATION. 0 O U 1'L. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE C-7 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH IJ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION o 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER �C COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q (D FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. w W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, C COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS � DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). WO THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 z PSF. Z O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO > O U) DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE � F- O STEMWALL CHART ON 83 FOR REQUIRED REINFORCEMENT AND a. FOOTING SIZES PENDING DEPTH OF STEMWALL. 0 FI- T_ F IY 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE Is- O HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP --- O CO z LIJ CONTACT E.O.R. PRIOR TO CONSTRUCTION Q 0 O 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING 2 0� SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE LL0 FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION w 0- PAD MAY BE INSTALLED DEEPER THAN THE INDICA"T"ED PENDING SITE � J CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY u.. ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O REQUIREMENTS ARE MET. U W FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. W U O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. a~ ° BARS & 3" MIN. COVER TO EDGE OF CONC. CTO U 12"x24"x12" dp w/ #5's EQUALLY SPACED EA.C& MIN W . 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24" SIDE @3" OO (3) #5 PARALLEL.TO 12" � (c� BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. W z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Lj BARS & 3" MIN. COVER TO EDGE OF CONC. 0 rr� 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. LJJ <8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q w BARS & 3" MIN. COVER TO EDGE OF CONC. 06 W o - E 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. U) Fa 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U o p ._ BARS & 3" MIN. COVER TO EDGE OF CONC. U O o 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Q I IJ __I U) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.J � <C Q 0 0 BARS & 3 ,J MIN. COVER TO EDGE OF CONC. o f- yU) 0 w o 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q F" O Z Q ¢ w Y o 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 00 f` s oLL r BARS & 3" MIN. COVER TO EDGE OF CONC. J UJI Q o 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. W W I- u- U ca WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. � Z Z O BARS & 3" MIN. COVER TO EDGE OF CONC. z (/) O 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC. U 48"x48"x16" dp w/ #5's EQUALLY SPACED EA.. Q � 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W M BARS & 3" MIN. COVER TO EDGE OF CONC. O 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. O LL 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q ®_ _ BARS & 3" MIN. COVER TO EDGE OF CONC. z h 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. W '� a 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q > BARS & 3" MIN. COVER TO EDGE OF CONC. a LW O 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 2 � 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. C9 (/)1 BARS & 3" MIN. COVER TO EDGE OF CONC. W AI 54"x54"x24" dp w/#5's EQUALLY SPACED EA. ¢ 0 P WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (9) # 5 E.W. o o ® t- Ul BARS & 3" MIN. COVER TO EDGE OF CONC. 0 O 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. z _j _j z U 6611, (36"x16" dp w/#5's EQUALLY SPACED EA. o Y CD® W 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z W Wl BARS & 3" MIN. COVER TO EDGE OF CONC. IJP Adi 0 - SYMBOLS LEGEND w s Wo W F] INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO 0 W TIE BEAM( 7'-4" MAX U.N.O.) � ® N (D * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. W c TO TIE BEAM. p STRUCTURAL ENG: BAD u) DRAFTING: W INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a-STRUCT: MB (~j QC CHECK: MRI3 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. - - --- - JOB No. DWH-0204749 #5 CONT. FT.G TO TIE BEAM. _._ _..-.__. _._ .....: SCALE: AS INDICATED DATE: 3/20/18 Z FOUNDATION LAN n Q 1/4"=1'-0" L S2 COPYRIGHT MGD 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. tN %m FO a F08F08 ® S3 O 83 F (0 2.6 DO - S3 ao -3 1/2" SDI DO 2.6 F1 S3 FO S3 SD1 2'-4" 10'-8" FO S3 3-1/2" THICK CONC. SLAB W/ 6X6 WI1.4 X W/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. XFO S3 O 16-11" LL 0 F03 0 2.3 I S3 O � :- I I o -- o LL ' IM - _"' r - VARIES S3 I O o W O I � FM 114 " F02 r- S3 F05 S3 M 6'-8" 6'-0" TWO STORY FTG El F13 S3 I F1 2.6 S3 I - -- ---- _ Lpm' FO DO DO SD1 SD1 FO I- S3 1F08 -3 1/2" S3 F08 IL O S3 00 - T' 2.6 FO $ 2.6 S3 71 u7 11M - M -- 00 ® ®1 o0 818" 1'-4" 16'-0" 8"[ 10'-0" 1 10 18'.0" 12'-0" Em FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 250OPS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END, LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE, 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE - THICKNESS OF THE SLAB, FILL CUT W/APPROVED JOINT MATERIAL OR J USE ALTERNATE APPROVED METHOD. <C ®�8laalil998q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY ®� ��i W COMMUNITY & COUNTY CODES.4. �i4. �d��s. a 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W i ,®® @°°®°t� X a SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE a°� �� a>°� �". .I Z LL AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION zV O O v TQ Lj INSTRUCTIONS. �^ mW CQ. d p 9. NO WOOD STAKES PERMITTED IN FOUNDATION.° z �j, v p LLI 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED >ro4.�� Q DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p �� °y°°<',u°°�"e��•� DETERMINE STEP LOCATIONS IF REQUIRED WLL111'1 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD W FOOTING STEP DOWN AND CORNER INFORMATION. 0 O U 1'L. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE C-7 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH IJ PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION o 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER �C COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q (D FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. w W SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, C COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS � DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). WO THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS _ BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 z PSF. Z O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO > O U) DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE � F- O STEMWALL CHART ON 83 FOR REQUIRED REINFORCEMENT AND a. FOOTING SIZES PENDING DEPTH OF STEMWALL. 0 FI- T_ F IY 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE Is- O HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP --- O CO z LIJ CONTACT E.O.R. PRIOR TO CONSTRUCTION Q 0 O 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING 2 0� SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE LL0 FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION w 0- PAD MAY BE INSTALLED DEEPER THAN THE INDICA"T"ED PENDING SITE � J CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY u.. ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O REQUIREMENTS ARE MET. U W FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. W U O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. a~ ° BARS & 3" MIN. COVER TO EDGE OF CONC. CTO U 12"x24"x12" dp w/ #5's EQUALLY SPACED EA.C& MIN W . 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24" SIDE @3" OO (3) #5 PARALLEL.TO 12" � (c� BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. z 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. O 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. W z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Lj BARS & 3" MIN. COVER TO EDGE OF CONC. 0 rr� 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. LJJ <8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q w BARS & 3" MIN. COVER TO EDGE OF CONC. 06 W o - E 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. U) Fa 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U o p ._ BARS & 3" MIN. COVER TO EDGE OF CONC. U O o 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. Q I IJ __I U) O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W.J � <C Q 0 0 BARS & 3 ,J MIN. COVER TO EDGE OF CONC. o f- yU) 0 w o 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q F" O Z Q ¢ w Y o 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. 00 f` s oLL r BARS & 3" MIN. COVER TO EDGE OF CONC. J UJI Q o 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. W W I- u- U ca WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. � Z Z O BARS & 3" MIN. COVER TO EDGE OF CONC. z (/) O 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (7) # 5 E.W. W BARS & 3" MIN. COVER TO EDGE OF CONC. U 48"x48"x16" dp w/ #5's EQUALLY SPACED EA.. Q � 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. W M BARS & 3" MIN. COVER TO EDGE OF CONC. O 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. O LL 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q ®_ _ BARS & 3" MIN. COVER TO EDGE OF CONC. z h 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. W '� a 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. Q > BARS & 3" MIN. COVER TO EDGE OF CONC. a LW O 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 2 � 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. C9 (/)1 BARS & 3" MIN. COVER TO EDGE OF CONC. W AI 54"x54"x24" dp w/#5's EQUALLY SPACED EA. ¢ 0 P WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (9) # 5 E.W. o o ® t- Ul BARS & 3" MIN. COVER TO EDGE OF CONC. 0 O 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. z _j _j z U 6611, (36"x16" dp w/#5's EQUALLY SPACED EA. o Y CD® W 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. Z W Wl BARS & 3" MIN. COVER TO EDGE OF CONC. IJP Adi 0 - SYMBOLS LEGEND w s Wo W F] INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO 0 W TIE BEAM( 7'-4" MAX U.N.O.) � ® N (D * INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. W c TO TIE BEAM. p STRUCTURAL ENG: BAD u) DRAFTING: W INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. a-STRUCT: MB (~j QC CHECK: MRI3 INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. - - --- - JOB No. DWH-0204749 #5 CONT. FT.G TO TIE BEAM. _._ _..-.__. _._ .....: SCALE: AS INDICATED DATE: 3/20/18 Z FOUNDATION LAN n Q 1/4"=1'-0" L S2 COPYRIGHT MGD 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. tN I C « 2'-0" $f_0-1 2'_0" SYMBOLS LEGEND M INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM( 7'-4" MAX U.N.O.) e INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. DOWEL PLACEMENT PLAN 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. �o�°vasseu�aoWd'e a OD �% Vp r�, LLj O W d U Ul C7G a a G � wp Lei W Q O 0 c� z 0 LLI QO c coQ Q O 0 0 O L- W W U' T LL O `Z (1) T z O z OL � _� U) O ry c~j U) zz W Q 0 Q z � F u. � o W W J d CL U 0 w r Q c•i W LL O o z o GOCO W • U oov�w v zo� aca 0- z Ld (D W U r ch p ❑ w w LO ,0 F- E cp � � Iw-z5., 3 Z � p QO -M— m Q Z_ c) cn Om,, (0 7, O W -J [z o >- 0 8 LIJ Q000~' m Z = 0 O (/ p F- W o z= z I-- Z Q¢wx0 U D � O a O W U F= c� _ ¢SWM 'LW� I-- T ❑ z o T- U) O 75 J W (� z a O U z Q _® LL L W } a W LL z W N a �' O W ®0 z ��CJ _ J J z U F- C) zz W T- CL W U) F-- W h (L Z CL .� C, r�®W�, W z W STRUCTURAL ENG: BAD C] _......_. _._...._. v) DRAFTING: W -STRUCT: MB C~j QC CHECK: MRB _ ._._- F- JOB No. DWH-0204749 J SCALE: AS INDICATED Z DATE: 3/20/18 W p W z g F - (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO�` BOND BEAM IN FULLY BOND BEAM IN FULLY -_ PENDING SITE GROUTED CELL. ! CONDITIONS SEE GROUTED CELL. PENDING SITE _ °"�. - REFER TO MD08 FOR ` ° I A - CONDITIONS, SEE REFER TO MD08 FOR - - DETAIL MF20 FOR SPLICE INFORMATION _ �� DETAIL MF20 FOR SPLICE INFORMATION _ . II _ DEEP MONO MASONRY WALL DEEP MONO ¢CQ SII _ MASONRY WALL SEE PLAN SEE PLAN - ••'I'I - CONCRETE SLAB PER CONCRETE SLAB PER ' FOUNDATION PLAN - FOUNDATION PLAN LSV = VARIES SEE PLAN " • " 'I' co GRADEL1 I X _ GRADE I _ I - - I z Ih�Fl _'III=� I 00 ——.'v••.•a 4•.•I. VIII �I QQ ° �, _,.�•° _ o III. 11 F-1 _— r {I I � - , � I - � � - 2 #5 BARS CONT. ' ' I I -- - O -III=III= I I CLEAN COMPACTED (2) #5 BARS CONT. -I I (_ -I i i VIII i I- I W/ 3" COVER TYP. FILL @ 95% STANDARD W/ 3' COVER TYP. CLEAN COMPACTED DENSITY FILL @ 95% STANDARD 8" DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS SHALL BE 1'4' WIDE W/(3) #5 BARS F01 TYPICAL EXTERIOR FOOTING 6FO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" - I = SEE PLAN FOR SHOWER SIZE OPTIONAL CURB BY BUILDER 8" MIN. - FIELD VERIFY _ I I z CONC. SLAB PER FOUNDATION PLAN I _ Wm Q 4 GRADE.14 11 F I'4. .' -II" 4"1_1 FE —I r a [ I — '.�„ �;' ' .. —III I� II I I -III _ _ PENDING SITE I -III— I I CONDITIONS, SEE DETAIL MF20 FOR DEEP MONO (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS FO FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" FILLED CELL PER PLAN N Z ------ 4: GARAGE TOP VIEW CORNER CONC. SLAB PER FOUNDATION PLAN / 4' - .�il r' .. a ° .4 ° ° - GARAGE WALL BEYOND �/ NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN. 24" BEFORE LU z ANOTHER STEP CONC, SLAB PER8"x12" THICKENED �DL LD FOUNDATION PLAN SLAB W/ (1) #5 CONT. r < W/ 3" COVER TYP. z >-pLL . e a LL 4 •va . e. F- W W �W P. a, GRADE W - 4. p -1 I I—III—III— I—I I °.•. ' , I I—� I r e4- �II—ISI— • :.. 4 q a. a . ° .. I- -I I —I I I—I I F I 1-1 I I= V I= I I I=1 11 .4 a 4'' I- 8 8, _ � W :°. �.� 4 � .�� . • , � I VERIFY PLAN DETAILS ;I I=� I•_ I, I I I -III= W p a, 4 _ FOR REQUIRED #5 -1 I ►—rr�=r — r — I= Wrl cn }- CONT. BARS. MAINTAIN =I 3" COVER TYP. ' I I III I I III �_ — i 1=111—I —III -I I MIN. VERIFY PLAN DETAILS III-III=1 I I-1 1 1 I I- ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR INSTALL #5 HOOK FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. DENSITY BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN CF0 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" CONC. SLAB PER FOUNDATION PLAI` DRIVEWAY BY PVC SLEEVE MAX BUILDER- CONCRETE 6" DIAMETER OR PAVERS c> -- = I -I II 1-- CLEAN COMPACTED - I -I I- - _ —1 I I FILL @ 95% STANDARD III -_I I -III_ III- DENSITY 4" 8" 8" x 8" THICKENED EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. i THICKENED EDGE @ GARAGE DOOR CONC. SLAB PER FOUNDATION PLAN 3/4"=1'-0" ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER all CMU - FINISH PER ELEV, FINISH FLOOR �- PENETRATING °` 4 < GRADE PIPE. MAX 4" �-IIIA —111.1 _ •°•Jd. ;a FOOTING PER PLAN -III=1 VIII CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1 1-0.1 3/4"=1'-0" MIN. (2) #5 DOWEL W/ IF BEARING WALL 3/4"=1'-0" MIN. 6" EMBED. INTO FOUNDATION PLAN 3/4"=1'-0" ABOVE - WALL SIMPSON EPDXY @ ALL REINFORCEMENT ANCHOR TO HAVE MIN. 12" O.C. SHALL MAINTAIN 3" CLEAR CONCRETE STAIRS AS 7" EMBEDMENT BELOW MIN 5" REQ'D PER GRADE W/ CLEAR TO ANY FACE CONC. SLAB PER LOWEST STEP OF FOUNDATION PLAN n •�:•�'•�. FOUNDATION PLAN CURB lo ° 7 PLAN , —III INFORMATION X ° :'a',LU FOOTING PER PLAN (1) #5 CONT. W/ 1-1/2" :" t I W TYP. EXCEEDS 26", IF { . . {- a °' " 1 O _{ DEPTH < 26" THESE _ I °, . • P •< i , , COVER 'a •. ',: a.•� : �.; * ; •, • GRADE < �d . a #3 STIRRUPS @ 48" d I ° I . -, O.C. WHEN MONO I I (—I CONCRETE SLAB PER W a. z DEPTH EXCEEDS 26", -III- I " I ° ' -III-� I- • IF DEPTH < 26" THESEIII=I :4 ° I Q BARS ARE NOT REQ'D .III— --, FOUNDATION PLAN �- I (2) #5 BARS CONT. W/ J' VI I=1 I 1=I -III - CLEAN COMPACTED 3" COVER TYP. 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MIN. 24" BEFORE LU z ANOTHER STEP CONC, SLAB PER8"x12" THICKENED �DL LD FOUNDATION PLAN SLAB W/ (1) #5 CONT. r < W/ 3" COVER TYP. z >-pLL . e a LL 4 •va . e. F- W W �W P. a, GRADE W - 4. p -1 I I—III—III— I—I I °.•. ' , I I—� I r e4- �II—ISI— • :.. 4 q a. a . ° .. I- -I I —I I I—I I F I 1-1 I I= V I= I I I=1 11 .4 a 4'' I- 8 8, _ � W :°. �.� 4 � .�� . • , � I VERIFY PLAN DETAILS ;I I=� I•_ I, I I I -III= W p a, 4 _ FOR REQUIRED #5 -1 I ►—rr�=r — r — I= Wrl cn }- CONT. BARS. MAINTAIN =I 3" COVER TYP. ' I I III I I III �_ — i 1=111—I —III -I I MIN. VERIFY PLAN DETAILS III-III=1 I I-1 1 1 I I- ' BEND EACH CONT. #5 FOR REQUIRED #5 BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR INSTALL #5 HOOK FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. DENSITY BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN CF0 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" CONC. SLAB PER FOUNDATION PLAI` DRIVEWAY BY PVC SLEEVE MAX BUILDER- CONCRETE 6" DIAMETER OR PAVERS c> -- = I -I II 1-- CLEAN COMPACTED - I -I I- - _ —1 I I FILL @ 95% STANDARD III -_I I -III_ III- DENSITY 4" 8" 8" x 8" THICKENED EDGE W/ (1) #5 CONT. W/ 3" COVER, TYP. i THICKENED EDGE @ GARAGE DOOR CONC. SLAB PER FOUNDATION PLAN 3/4"=1'-0" ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE AND 1-1/2" CLEAR TO ANY FACE EXPOSED TO WEATHER all CMU - FINISH PER ELEV, FINISH FLOOR �- PENETRATING °` 4 < GRADE PIPE. MAX 4" �-IIIA —111.1 _ •°•Jd. ;a FOOTING PER PLAN -III=1 VIII CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY TYPICAL FOUNDATION PENETRATIONS 3/4"=1 1-0.1 z M� LO 8" C.M.U. FINISH PER 3/4"=1'-0" MIN. (2) #5 DOWEL W/ CONC. SLAB PER 3/4"=1'-0" MIN. 6" EMBED. INTO FOUNDATION PLAN 3/4"=1'-0" MAIN FOOTING W SIMPSON EPDXY @ ALL REINFORCEMENT 12" O.C. SHALL MAINTAIN 3" CLEAR CONCRETE STAIRS AS TO GRADE AND 1-1/2" REQ'D PER GRADE W/ CLEAR TO ANY FACE MIN (1) #5 BAR EXPOSED TO WEATHER FOUNDATION PLAN • as •a1, •�:•�'•�. VEE ° 7 PLAN , —III INFORMATION _ (2) #5 BARS @ TOP - ° :'a',LU FOOTING PER PLAN WHEN MONO DEPTH :" t I z EXCEEDS 26", IF { . . {- a °' " 1 O _{ DEPTH < 26" THESE _ I °, . • P •< i , , BARS ARE NOT REQ'D III—I 'a •. ',: a.•� : �.; * ; •, • GRADE �_ . a #3 STIRRUPS @ 48" d I ° I . -, O.C. WHEN MONO I I (—I v I °' ° al.'° III—III—III- z DEPTH EXCEEDS 26", -III- I " I ° ' -III-� I- • IF DEPTH < 26" THESEIII=I :4 ° I BARS ARE NOT REQ'D .III— --, I (2) #5 BARS CONT. W/ J' VI I=1 I 1=I -III - CLEAN COMPACTED 3" COVER TYP. FILL @ 95% STANDARD –I�t—- DENSITY F21 DEEP MONOLITHIC FOOTING W/ STAIR z M� LO 8" C.M.U. FINISH PER HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING FLUSH W/ WALL SCHEDULE WALL SCHEDULE FOUNDATION BELOW CONC. SLAB PER I 2x P.T. BASE PLATE FOUNDATION PLAN - CLEAN COMPACTED LU I FILL @ 95% STANDARD �- DENSITY CONC. SLAB PER j I 2x P.T. BASE PLATE FOUNDATION PLAN HrpOrl °. I J. 4 — — • . � . � • , I �I I —III- •` _ — I -1- Lel _ _� • a' '� I -III I �= — =1 I =— I I I I III— I I—III= 111-1 --- •"---- ---- „ 1I —I 1= 11- I I -III I (2) #5 BARS CONT. W/ - Q - 3" COVER TYP. rn 2 #5 BARS CONT. W/ 6" 8" 8" 10" ,� M`°�et4i / d�� 0- 00 () 3" COVER TYP.Ilk Ilk -I j +�C o°°°©°ae"•d. CLEAN COMPACTED" `W FILL @ 95% STANDARD �w 4.3 � o '''� [C' O DENSITY WHERE 2ND STORY OCCURS, FTG ;.' "va46 -- W tr�l WHERE 2ND STORY OCCURS, FTG z0 �� ° > .� SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS �0 z %(.°° o Q p �Y ®°°ro®uvooall `t > O FO BEARING SLAB STEP DOWN 40 FOOTING AT INTERIOR BEARING % 3/4"=1'-0" ELEV. 3/4"=1'-0" FINISH FLOOR 3/4"=1'-0" PENETRATING PIPE MAX. 4" ° ' °• #5 LOOP TIE (TYP.) REFER TO FOUNDATION PLAN ° : ' • FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN (FRONT VIEW ) PVC SLEEVE l MAX 6" DIA. HOLD BRG WALL BACK 2x BRG WALL PER 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING FLUSH W/ WALL SCHEDULE WALL SCHEDULE FOUNDATION BELOW CONC. SLAB PER I 2x P.T. BASE PLATE FOUNDATION PLAN - CLEAN COMPACTED LU I FILL @ 95% STANDARD �- DENSITY CONC. SLAB PER j I 2x P.T. BASE PLATE FOUNDATION PLAN HrpOrl °. I J. 4 — — • . � . � • , I �I I —III- •` _ — I -1- Lel _ _� • a' '� I -III I �= — =1 I =— I I I I III— I I—III= 111-1 --- •"---- ---- „ 1I —I 1= 11- I I -III I (2) #5 BARS CONT. W/ - Q - 3" COVER TYP. rn 2 #5 BARS CONT. W/ 6" 8" 8" 10" ,� M`°�et4i / d�� 0- 00 () 3" COVER TYP.Ilk Ilk -I j +�C o°°°©°ae"•d. CLEAN COMPACTED" `W FILL @ 95% STANDARD �w 4.3 � o '''� [C' O DENSITY WHERE 2ND STORY OCCURS, FTG ;.' "va46 -- W tr�l WHERE 2ND STORY OCCURS, FTG z0 �� ° > .� SHALL BE 1'-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W/(3) #5 BARS �0 z %(.°° o Q p �Y ®°°ro®uvooall `t > O FO BEARING SLAB STEP DOWN 40 FOOTING AT INTERIOR BEARING % 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" p O U O VERIFY W/ DETAILS FOR REQ'D p W STEEL AT 2 STORY LOCATIONS Lu J NOTE: AT FRENCH U DOOR LOCATIONS. Q ❑ ` • 4 CONTRACTOR TO R WALL o 4 .>�.L .•° •..�e,., VERIFY WITH DOOR SEE PLAN _ ° MANUF. FOR '. ;, ?; : •. - - 1 #5 FROM FTG. f0 O LL e 4 REQUIRED RECESS :J SLOPE - ' - TIE BEAM MIN. 25" W I', I :I° •,, :.: ''I „ ' ;. ` #5 CONT. : THRESHOLD PER MFR'S CONC. SLAB PER •I _ SPLICE GROUT CELL _ UL REINFORCEMENT SEE ".'°. SPECIFICATIONS FOUNDATION PLAN - SOLID PER PLANS O °I 4 •I FOUNDATION PLAN THRESHOLD PER _ _ O_ Al. FOR QUANTI TY MANUFACTURER'S - - z SPECIFICATIONS _ O ..do°ems, '�-:. #5 x 25 x 25 " " CORNER °' a 4'e ° A.: 4 a v . ' •I ' BAR, ONE FOR EA. W - 4 ° J I ' A . ° . HORIZONTAL HORIZONTAL CONC. SLAB PER w - - 11— - I I ', 4 4 0., REBAR, TYP. U.N.O. FOUNDATION PLAN i I II —_ - •"' •' ''.•;° '' =I =1 I I �- I T (� ° 4e #5 BAS ONT I ¢ W� ❑(2 MF10 TYPICAL CORNER BAR DETAIL (TOP VIEW) 11'j 3/4"=V-0" (2) #5 x 4'-0" BARS --� CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION —III—� � .� . 'a ; . � •� -1 I —I' °° - I 4 4• 4 -'III -REFER TO UNDATIi =III III -III- =1 I ION PLAN -FOR CONT. SEE FDN. PLAN FOR I FOUNDATION SIZE & REINF. 1 INFORMATION PIPE PERPENDICULAR TO FND CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I I =1 11= O = I- ' 111111 .4 ° 4 : a4 ..I I I�IIIII- 4 =I I I- -1II�ll� _ III^I I 1—III•—� PIPE PARALLEL TO FND ;..: SLOPE 8.. 8.. 8.. " W/ 3" COVER TYP. 8.. Iz- PER MFG SLOPE EXT. SURFACE CLEAN COMPACTED o7 OR GRADE 1/8" PER FILL @ 95% STANDARD FOOT AWAY FROM DENSITY :a. �i BUILDING WHERE 2ND STORY OCCURS, FTG 1/2' FIBER EXPANSION SHALL BE 1 -4" WIDE W/(3) #5 BARS p W AS REQUIRED z EXTERIOR DOOR POURED SILL fiF1' FOOTING AT INTERIOR BEARING WITH CMU W � 3/4"=1'-0" 3/4"=1'-0" a +do WOOD POST PER PLAN FOR SIZE AND BASE O Pq 8 ° CONNECTION O TOP COURSE TO BE CHAIR BLOCKS. j z ENTIRE BASE TO BE 0 ®. FILLED SOLID a Z CMU BASE W/ (1) #5 SEE ELEVAPION w (D VERTICAL @ EA. U m CORNER. SEE PLAN ? ® L!1 Ja FOR BASE SIZE; BARS ❑ W v) oI_- E TO TIE INTO EXT. FTG. ° °' L- 06 W z E5 BY TIE IN OR EPDXY : a 1- (D Q Z N °' a, CONNECTION I'°° 4 U J s 0 THICKENED EDGE 'I N a I O W ® _j U) R 0 �-" o� Sw FOOTING PER MF08 ON I. '4 a a I z __I Q o °p < i' WO �— U) Q H{� W o THIS SHEET BEYOND ; ° ' -� Z zQ ¢ w � o E CONC. SLAB OR ° 4 � cn Q �' O u- LU z PAVERS PER PLAN ~ PITCH a. I I p I-- ¢ O 0 W d ° W u� r 4: -GRAD _ IwT- _ � 0 ",J� �.. I= I I I' O SEE FOUNDATION FOR I H-- '= `' a -., • °' Iz PAD SIZE =I # I= I -.4. W CLEAN COMPACTED I ®� 'o o FILL @ 95% STANDARD I I- A' DENSITY 711 - e :.' 1= 0 Z sl tU, "F1FOOTING @ ENTRY MASONRY COLUMN z D_ LL ® O z WLLINQ r on, o U IF- W 0 o J >-mJ� W _j_jZC� W®®LL! 4 a•Oq• T Lr) ICL a < � ° � 4 Uj O�Q. .0 1. V.. r' ® (2) #5 BARS @TOP ° z .- ❑ r2 W WHEN MONO DEPTH -III= .•..I '• ' I J° G O z ® CV EXCEEDS 26", IF -I h I ° I 1- cD DEPTH < 26" THESE I1=1 I if W BARS ARE NOT REQ'L01 .,I .. •a:. .: , I '. Q _ - __-- -._ __ GRADE #3 STIRRUPS @ 48" 4 I .. ; '• a I : - - _ w STRUCTURAL ENG: AD — 4 � DRAFTING: O.C. WHEN MONO =I =I I . °I.'° -II=I - I DEPTH EXCEEDS 26", ;III= I= I • ° I ° ' I=11= IF DEPTH < 26" THESE •_ -- p °•• : �• •: - - I o �-STRUCT: MB...._`_.._ -- -I I — I QC CHECK: MRB JOB No. DWH-0204749 BARS ARE NOT REQ'D 1= ..: ;� •.: - -I- (2 (2) #5 BARS CONT. W/ ; , I {- - CLEAN COMPACTED COVER TYP. 1' 4" FILL @ 95% STANDARD ¢ SCALE: - AS INDICATED -- F- DATE: 3/20/18 DENSITY W 0 0 DEEP MONOLITHIC FOOTING NOT USED W 2 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. F2co THE GROUT IS LEVEL AT CORNERS PRECAST "U" WITH TOP OF BLOCK FOR PROVIDE LINTEL W/ 3000 PROPER TRUSS/ FLOOR STANDARD #5 psi CONC. PER SYSTEM BEARING (MIN 3") HOOK BAR LAP LINTEL PLAN IF Z J tY U a H z 0 w z 0 Q OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS 4. v ' •'a v d. 4. q •4 d.. ZVIIII BOTTOM STEEL IN LINTEL IF ° INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 , 1 d'. ROUGH OPENING PER PLAN � ` METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 w-. a'',®_ ® w a I- e 'v. 4 " d a'• W tY °• I O a LL_ LLj v..l Lo 0❑ W J °. I'4, ZpUO W co W fA A' �. a LI 4 Q �I �° .; y:.p_:1 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 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 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE :.,. LENGTH ; . :•p.:::,'- .:... ..: r' ,; SEE DOWEL LAYOUT ° . NO -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT A 8" INFORMATION. MIN. (1) ' D #3 .�' • ;:, `,,:' __..,, f 4. IS REQUIRED ON d LINTEL 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 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 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN ot PLANS FOR REQUIRED 40 IN -FILL FRAMING DIMENSIONS JIDO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) SEE PLAN FOR TOP OF WALL AND LINTEL INFO GRADE 60 BAR SIZE :.,. LENGTH ; . :•p.:::,'- .:... ..: r' ,; SEE DOWEL LAYOUT ;'.::'`;':•" ;�. .... :, '' PLAN FOR FILLED CELL 117H� 11D"2 A 8" INFORMATION. MIN. (1) ' D #3 .�' • ;:, `,,:' 4ll IS REQUIRED ON /4 LINTEL PER PLAN :.:' 9 1/4 #4 EITHER SIDE OF 5 5/8 91/2 - :.�'. 3 55/8 121/2 OPENING U.N.O. #5 3 1/8 7 TRANSOM OPENING 25 ;:: •. 7 15 1/2 40 #6 33/4 8 1/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 8F20-1B/1T FRAME INFILL AROUND\ ' �'' �;• W D SYP #2 P.T. WOOD HEADER (2) 2x8 H 0 8F20-OB/1T WINDOW BY BUILDER 8R22-1B/1T 00GROUT L9 #5 REBAR AT BOTTOM OF LINTEL `- Lj TURNED SIDEWAYS. ATTACH (2) 2x8 Q '.. SEE WF01/SD1 FOR SYP #2 P.T. HEADER TO MASONRY r MORE INFO 1 0 8F24-1B/1T WALL W/ SIMPSON HU28-2 OR HUC28-2 �- CAVITY �` BOTTOM REINFORCING PROVIDED - -1 ''. ';''• HANGER @ EA. END. USING (14) 1/4" ,•. • DIA. x 2 3/4" TAPCONS & (6) 1 Od NAILS 8R22 -013/1T ' 7-5/8" ACTUAL IN LINTEL (VARIES) U INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) 0 81724-0B/1T 8 NOMINAL WIDTH o � ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN ot PLANS FOR REQUIRED 40 IN -FILL FRAMING DIMENSIONS JIDO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'B/4 117H� 11D"2 A 8" 11C11 ' D #3 1 7/8 4ll 15 /4 41/4 9 1/4 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 3 1/8 7 113/4 25 33/4 7 15 1/2 40 #6 33/4 8 1/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 • p 9 ..a ° G LAP SPLICE EMBEDDED )0� REBAR SPLICE DETAIL C STANDARD 90' HOOK 3/4"=1'-0" STANDARD 180' HOOK #3=2 2" #4=2%2' #5=2%" #6 = 3" #7=3%" 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 STANDARD LINTELS STANDARD LINTEL NOTES CLEAR OPENING 8" UNFILLED 8178-1 B / 8F8 -OB 81716-1 B / 81716 -OB 8F24 -113/8F24-013 8F32 -113/8F32-013 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. V-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 CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'4" 1343 2693/2561 6113/3820 8974/6961 10000/8107 OPENINGS. U.N.U. 3'-2" 1217 2165/1969 6113/2931 8672 / 4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3'-4" 1006 1663/1349 6365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END 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 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1633/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS. - 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 6, G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS A 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY ¢ ��g989d9 11' 2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL` eeeg+a�J% �r�r a 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 4 �✓ ° °°n ° °° ° r o 131-411 0 328/0 1234/0 1779/0 2662/0 T ®�" 0) r z 14'4" 0 292/0 1160/0 1660/0 2439/0 rte; h;: 16-0' 0 284/0 950 /0 1379/0 1997/0 MATERIALS o � w � h-F�la � �• ❑ -� 18'-0" 0 211/0 750/0 1177/0 1676/0 cv R o� ¢ wh ,� Q 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS - 3500 PSI. z ' �Q°° fi�,�® `e� ❑ 20'-0" 0 180/0 598/0 1024/0 1441/0 2• fc PRESTRESSED LINTELS =6000 psi. o ie�Cy°lie °p°°°b®��GGG`�°�y ¢ fyO 20'-8" 0 14510 550/0 981/0 1376 / 0 22'-8" 0 110/0 1 450/0 824/0 1147/0 3. GROUTED PER ASTM C476 f'g = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. Uj��'i' P�O�e , a U_ = �,7�Od1�31'd�19ai m RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. w 2'-4" 1694/1694 3725/3280 6499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O 2'-8" 1425/1425 3343/3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. 3'-0" 1230/1230 2769/2769 4085/4085 zi7 LLJ CO 3'-4" 108'1/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE J 4'-4" 846/833 2121/1716 3127/2839 Q 5'-4" 664/572 1761/1761 2595/2595 -4MARK LINTEL F = FILLED WITH GROUT Q C)o 6'" 526 / 434 1539 / 1539 1329 / 2267 REQUIREMENTS U = UNFILLED o 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROUT 8'-4" 415 / 235 1152/1152 1694/1552 O 8R6-1B/1T QUANTITY OF #5 REBAR @ LL w (D 8F8-1 B/1 T 8F16 -113/1T BOTTOM OF LINTEL CAVITY T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32 DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. Oc 8R14-1B/1T -`� -cam- - QUANTITY OF #5 REBAR AT TOP O 0 LINTEL PLAN 1/8"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 07 LO :E (D 81716-1B/1T NOMINAL HEIGHT ? Z) TYPE DESIGNATION NOMINAL WIDTH > O O_ 0 8R14-0B/1T F- O Oz O 8F16-0B/1T 1-1/2" CLEAR J (9_a: ' -- W O O 8F20-1B/1T _ #5 REBAR AT TOP MIN. (1) REQ'D v J _¢ <C zC.M.U. J T W D c O LL H 0 8F20-OB/1T 8R22-1B/1T 00GROUT L9 #5 REBAR AT BOTTOM OF LINTEL `- Lj Q 0 8F24-1B/1T �- CAVITY �` BOTTOM REINFORCING PROVIDED -' a -� -- 0 8R22 -013/1T 7-5/8" ACTUAL IN LINTEL (VARIES) U 0 81724-0B/1T 8 NOMINAL WIDTH o � �- FILLED 8R30-1B/1T m a 8F32-1B/1T 1-1/2" CLEAR O w ►- _ Q o �` W — #5 #5 REBAR AT TOP MIN. (1) REQ'D J LL O W 81732 -OB/1T v - _ Q C.M.U. O 8F38 -1 B/1T � _ _ z O U �o Lo O Jyv O 8F12AWIT r - O Q�1 0 8F40 -0B/1T �`— �� BOTTOM REINFORCING PROVIDED L 7-5/8" ACTUAL IN LINTEL (VARIES) ry 0 8178 -OB/1T 8" NOMINAL WIDTH W J UNFILLED...� U) o O W C,6QZ� �B SAFE LOAD TABLE NOTES ❑ Q �' C� z _ p U) ISI F- -� O) i m (A�❑>:o 0 Q o o Q v� 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p U) ❑ � O :� iii o RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 1= Z Q ¢ W Y o 2. 0= NOT RATED, 0 F~- o g a 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. W 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR = = Z O 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING = U) 0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. � t� 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. U 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Q ----�- CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF0 Q M SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Q ® 9. LL ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z - W j Qtw WALL LEGEND I o 0 W Q �z � N n L�= 9'-4" T.O.M. INTERIOR/EXTERIOR Q 0F� �' BEARING WALLS VERIFY O ® F_ HGT, W/ ARCHITECTURAL z Cal V PLAN U.N.O. OR LINTEL m _ � Z 0 ,�j ❑ O ® W ~W LU � ' r C) z ._J ❑ LL Q 0 LU Q, Lu n0�� z c� W STRUCTURAL ENG: BAD DRAFTING: c!1 W cl� -STRUCT: MB QC CHECK: MRB -U� f-- JOB No. DWH-0204749 SCALE: AS INDICATED Q DATE: 3/20/18 z W U W tr S4 2 t 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 NOT B2x12 TOP @ 9'-4" 2 @ 9,_4„ WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL FIRST FLOOD. FRAMING PLAN E: SEE PAGE 55.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 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. a `4D4 fl4,9-ci i 0 J z 2 z, oLUU3r O'@` ul 0' 0 O`��Y O4�4D061D 4'9(7'aflfl 0 LCL W ali�rt 0 O U C� z_ CO ob Q W r < Q Q Q c _I -- U- w W z Q r � o c� U) = z O Z 0 o o O w � � o U) yjO 00 z W F- LL W U Q U cn w w � Jffff�� U— O �8 rc�si L ° U) O Ui`vov r, . (n _..._ O ''° �JJy m a O< Q w Q LU cr_ r U (n L LJ U J h h � W U Q U Jffff�� U— O �8 rc�si L ° U) O Ui`vov r, . (n OW z ''° �JJy m a O< Q w O(i r U (n L LJ U J h h � LL (DQ rn Lu < V J LZL� 0 F-- > co LL' LL W f -� (� N m C u��or0 8 _ l-- (n <C00Xu ❑ N Z> Uj o _O L Z 0 Q Q w Y 0 LL � g a UO O CQ J LU > X F- W = 9 Z wLU va O T Cl)O L- F- W U M I., o®,.,... 2 N o Q cl� M Z J ® LL. z F- c i o > 0 LL. O z W W 11 o J //�� 0 ® 0'-1 W Q 3:® � J z U -j o oo� L�iJ CIL � LU (L ' I-- 3: Z W C) LLj o °aowa ED Ll ❑ z c.� LL' Q STRUCTURAL ENG: BAD c/) DRAFTING: W cj� -STRUCT: MB (~j CC CHECK: MRB JOB No. DWH-0204749 SCALE: AS INDICATED Z DATE: 3/20/18 W 0 W T S5 T- r BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM SPF #2 BUILT UP STUD COLUMN SPACING SPECIES (plf) SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 (3)12d (3)12d SYP #2 BUILT UP STUD COLUMN OL BW1 1611SPF 6x6 SYP #2 P.T. COLUMN TOENAILS/ END NAILS TOENAILS/ END NAILS NO UPLIFT MID -SPAN O3-1/2"x3-1/2" BW2 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 570 pif MID -SPAN O3-1/2"x7" BW3 16" SPF SP4 W/(6) 10d x 12" NAILS 10d SP4 W/(6) x 12" NAILS 570 If P 3rd. PT. O5-1/4"x5-1/4" COVER SHEET. 1245 ENGINEERED LUMBER COLUMN PER STRUCTURAL (3)124 (3)12d NO ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER BW4 12" SPF TOENAILS/ END NAILS TOENAILS/ END NAILS UPLIFT MID -SPAN 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 If P MID -SPAN BW6 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 760 pif 1rd. PT. 3 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. 3140 (3)12d (3)12d NO BW7 16" SYP TOENAILS/ END NAILS TOENAILS/ END NAILS UPLIFT MID -SPAN EPDXY MIN. 7" EMBEDMENT BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN 6280 BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. FRAME TO CMU 1020 1175 10d x 12' NAILS 10d x 12" NAILS HEADER TO STUDS 1110 1235 BW10 12" SYP (3)12d TOENAILS/ END NAILS (3)12d TOENAILS/ END NAILS NO UPLIFT MID -SPAN STUDS TO BEAM/GT BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 If P MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 pif 1rd, PT. 3 STUDS TO BEAM/GT BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 1--" NAILS 280 plf MID -SPAN 181 F1290 EPDXY MIN. 7" EMBEDMENT CMU @ 32"o.c. @ 32"o.c. 19 HTT4 w/(18) 16d x 4"' NAILS w $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE SP4 W/(6) SP4 W/(6) 380 If BW14 12" SPF 10d x 12" NAILS 10d x 12' NAILS P 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 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN GENERAL DIAMETER/ LENGTH (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 O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 P.T. COLUMN C M , 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. WITH 1/2" FLITCH ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x5-1/4" COVER SHEET. (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER SHEET. 16d NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL <S>3-1/2"x9-1/2" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. 1245 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. FRAME TO FRAME ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7'W" SHEET, (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET ElH2.5A 5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL FRAME TO FRAME 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 & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131"x22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32' 8d RING SHANK .113" x 2$" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE SYP(Ib) H2x6 META16 w/(8) 10dx12" NAILS OR ATTACH KING STUD TO HEADER w/(6) Uj TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS 16d NAILS META20 w/(8) 10d x 12" NAILS FRAME TO CMU 1450 1450 w/(6)1od NAILS & (14)4'x24" (2)META16 OR (2)META20 PLATE TAPCONS ATTACH KING STUD TO HEADER w/(10) (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 ATTACH KING STUD TO HEADER w/(10) (2)ply TRUSS (14) 16d x 12" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & (2)ply 1900 (2)ply 1900 (10) 10d NAILS H10A w!(18)10d x 12' NAILS OR WITH 1/2" FLITCH H10A 1015 H10A 1140 PLATE (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 16d NAILS HTS20 w/(24)10d x 12" NAILS TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(10) 14 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 WITH 1/2" FLITCH (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 PLATE BETWEEN PLIES (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) ON MASONRY: (2) SIMP. MSTAM24 OPENING SIZE SEE PLAN FOR WALL WIDTH ElH2.5A w/(10)8d FRAME TO FRAME 535 600 1 MTS 12 w/(14)10d x 12' NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 2 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 ON MASONRY: (2) SIMP. MSTAM24 MGT w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 12" EMBEDMENT (10) 10d NAILS B3.5x11.875 HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 NAILS & (18)4"x24" TAPCONS EPDXY MIN. 7" EMBEDMENT p ON MASONRY: (2) SIMP. MSTAM24 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928p1f 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 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 181 F1290 EPDXY MIN. 7" EMBEDMENT CMU 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS, 1500 19 HTT4 w/(18) 16d x 4"' NAILS w $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 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 9'100 4095 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 0 LL 23 DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS 0 W STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6, ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7, MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY, CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D, AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1 ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. SEAM SCHEDULE TAG BEAM SIZE CONNECTIONS FASTENERS H2x6 TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(6) Uj TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS 16d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1od NAILS & (14)4'x24" 16d NAILS PLATE TAPCONS ATTACH KING STUD TO HEADER w/(10) ON MASONRY: (1) SIMP. MSTAM24 16d NAILS H2x12 TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(10) 17- Q TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 16d NAILS PLATE NAILS & (18)4"x24" TAPCONS ATTACH KING STUD TO HEADER w/(8) ON MASONRY: (1) SIMP. MSTAM24 16d NAILS H3.5x9.25 TO POST: SIMP. HTS20 OR MSTA18 ATTACH KING STUD TO HEADER w/(10) TO BEAM: SIMP. HUC410 w/(18)16d & 16d NAILS (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Qd 16d NAILS PLATE NAILS & (18)4"x22 TAPCONS PLATE BETWEEN PLIES 16d NAILS ON MASONRY: (2) SIMP. MSTAM24 OPENING SIZE SEE PLAN FOR WALL WIDTH TO POST: SIMP. HTS20 OR MSTA18 JACKS @ EA. END KINGS @ EA. END TO BEAM: SIMP. HUC410 w/(18)16d & 1 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 2 3 NAILS & (18)4"x24" TAPCONS 3 4 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS Z p ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & OW (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x22" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL CO " U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL , U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS, 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE rAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) Uj co wU 16d NAILS H2x8 (2)2x8 #2 SYP w/g" 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) 17- Q Cb 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 H5.25x11.25 (3)1.75"x11.'25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO 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 _®a=STOP____ AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF & EXT. WALL NAILING SHEATHING NOTES ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD 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. U-1 1Q L.Ll� O F_ F5 W T_ W 0 O U 0 z 0 m ❑ O J LL W T_ F- 1.1- 0 - aO W z O O W W T_ F- 0 z w o_ O U ❑ z Q W F- a T_ U ILL O W z O W O W ui X D F- U t -- U) ❑ ILL Q O z O Q U 0 w z T F- W U z ❑ 0 U U z ❑ W O a 0 z 0 O 0 z J w z O z H W z F- O F- W z 0 W ❑ S2 W F^ U ❑ F- W J i= z LU a C0 w L T F - 0%1111111dAf®d LLl DDD�BDDDHDD VVV BD Uj co wU 19" `qq O.� . U ¢ Dm` > Q 00®`aILL o�AAA9B111j1°'� W GO r 17- Q Cb ❑ GO 0 W 0 Q (D Z p OW CO O (0 ❑ O 0 LL 0 W a- n a. W - Uo O _ oe hw �� rJ �"�� d U ` O 8 W 0V v m z Q Z z OWE W r , ' J o�Lu W 06 wO°15,, E T� 8 06 QZ w (V - Z UP - - �n0�� mu 8 W VJ W <00C> o g ¢oo< zo¢ Z z❑zwZ ;_ Q W W z Q � m I-- L = Z 0 (n O (y) ti Z 0 � ® W o Z W�N�y) 11 0 0 0 C) __j Z �e cDC) � I W � CL IL 1 v�Za. WOW U Ii < ® W OO) CL ❑ 2 W N STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MB QC CHECK: MRB JOB No. DWH-0204749 SCALE: AS INDICATED DATE: 3/20/18 ti5l, 1 H2x6 CONT. HEADER HEADER W/(2) A34 NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND EXTERIOR FRAME WALL SCHEDULE (DWH) 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 #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 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 WF'10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE. AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #142 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B 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- W306/3D4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. ROOF FRAMING PLAN 1/411=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W 0° �- o0 0 cQ 0 �,��s91iA�9B��d�J�yd LLj CY) � Q CL MRB Q Qf I� R h Q) V 69� . a Q ❑ V J N s We � eU o t`: w Q ❑ O [x U O ��c paaP% °V3 %11 9111 z W 0° �- o0 0 cQ 0 r LU U ° QC CHECK: MRB Q U I� R AS INDICATED • ,�,, •/ N _, r� O U O ��c paaP% °V3 -j z � Q 0 Z z c� LLI h O J c rn !LIJz 06 h o L Z U O p N C - 0 Q O �V J U) <00`� ro P O Q ' 0 I- ® ® z F - -IL W O z D Z W Z E Q <W YO a LL o ° � 0 0 g 0- I-- W z �L W i- LL U X z o OO _ (1) O se ®®F°IM Uj O 0 � ®I ®I z LU v- CL W e LLJ F— LO �Za- U)° la_ W®W<0 LU 0 O V- 0- 0 It 0° N m' LL a W 0 - CL LL - -- W r STRUCTURAL ENG: BAD DRAFTING: U ° QC CHECK: MRB Q U I� R AS INDICATED • ,�,, •/ N _, r� O U O ��c paaP% °V3 -j z � am 0 Z z c� LLI h Q J c rn !LIJz 06 h o L Z U O p N C - 0 Q O �V J U) <00`� ro P O Q ' 0 I- ® ® z F - -IL W O z D Z W Z E Q <W YO a LL o ° � 0 0 g 0- I-- W Q �L W i- LL U X z o U) O se ®®F°IM Uj STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MB QC CHECK: MRB JOB No. DWH-0204749 I� R AS INDICATED DATE: 3/20/'18 N M z -j 0 LL Q � a L> 0 o Uj W se ®®F°IM Uj 0 ®I ®I z LU v- CL W e LLJ F— LO �Za- la_ W®W<0 0 a V- 0- 0 0° N m' STRUCTURAL ENG: BAD DRAFTING: -STRUCT: MB QC CHECK: MRB JOB No. DWH-0204749 SCALE: AS INDICATED DATE: 3/20/'18 S5.2 W •4. e ' w " ENTIRE COLUMN TO BE GROUT FILLED w j .... ; U.N.O. :•. �. ri �' • 4 . PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL ,1) #5 VERTICAL IN ROUT FILLED CELL (IF ,EQ'D PER PLAN) NOTE: SEE MD08 ON LINTEL PLAN VERTICAL REINFORCEMENT DETAIL PRECAST LINT[ PLAN MASONRY WAL SEE PLAN 2x8 W/ (2) 16d T NAILS EA. END 2x SPF CONT. BLOCKING ATT. 7/16" OSB W/ (2 NAILS 7/16" OSB EA. Ic 6d NAILS @ 16" SIDE & TOP NA 2x BUCK PER E MD04/SD1 —i it nn —ii -0 ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W14-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER ARCH WINDOW FRAMING DETAILS PRE-ENGINEEF TRUSSES PER 24" O. C. MAX. TYP. TRUSS T( CONNECTION I CONNECTION I EXT. SHEATHII` PER NAILING S TOP OF KNEEV OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUDS O/C 2x P.T. PLATE 1/2" x 8" A.B. OF O.C. & 6" FRON CENTER ON B/ TOP KNOCK OI COURSE W/ (1) CONT. fViF1 KNEEWALL ABOVE MASONRY WALL ^ 3/4"=1'-0" ARCH PER ELEV IF NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU I 1 % 3/4"=1'-0" LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION (HEADER CAN BE 2x BLK'G. TO O.S.B. W/ (2) - 8d EACH END END VIEW w/CMU -AF ---HEADER (SEE PLAN) 7/16" O.S.B. EA. SIDE LARCH PER ELEV 2x BLK'G. TO O.S.B. W/ 117-1 (2) - 8d EACH END IF END VIEW w/ WOOD — 1 "=1 '-0" 121 EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 1" TITEN HD ANCHORS W/ AIN. 12" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" "ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN TO A QE: PLATE SHEATHING PER PLAN 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING LAST STUD OF KNEE WALL ----- F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT I UP TO MAIN HOUSE 3/16" x 2 1/4" SHEATHING I HEADER PER LOCATION JOINING UP TO MAIN HOUSE 8d NAILS @ 4" O.C. IF REQ'D, PROVIDE i WALLS SHALL BE CLOSURE WALL w/ tE VALLEY TRUSSES PER NAILS (TYP.) WALLS SHALL BE ATTACHED PLAN 121 EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 1" TITEN HD ANCHORS W/ AIN. 12" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" "ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN TO A QE: PLATE SHEATHING PER PLAN 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL JOINING O2x LAST STUD OF KNEE WALL ----- F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT I UP TO MAIN HOUSE 3/16" x 2 1/4" SHEATHING I (3) 16d COMMON JOINING UP TO MAIN HOUSE 8d NAILS @ 4" O.C. IF REQ'D, PROVIDE i WALLS SHALL BE CLOSURE WALL w/ BELOW AND CONNECT w/ HTS20 @ 32" O.C. \ VALLEY TRUSSES PER NAILS (TYP.) WALLS SHALL BE ATTACHED PLAN PLATE w/ (2) 16d NAILS (2) 2x TOP PLATE ATTACHED TO MIN. TO TRUSS. STUDS @ ATTACH PER NAILING 24 O.C. &EXT. TO MIN. (2) 2x FULL HEIGHT' 1 l B O SHEATHING INSTALLED (2) 2x FULL HEIGHT PER NAILING PATTERN CONT. PLYWOOD ROOF SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ WALL STUDS W/ (2)-16d NAILS SHEATHING PER NAILING I WALL STUDS W/ BLOCKING PERP, TO EA. @ 12 O.C. 1 E VALLEY TRUSS NAILED i (2)-16d NAILS @ 12" TO TRUSS BELOW @ 24" STRUCTURAL SHEATHING PER PLAN AND ROOF 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL G MAIN SPAN ROOF ATTACH TRUSS TO I (2) 2x #2 SYP SEE PLAN O.C. TRUSS BELOW USING RAFTERS w/(2) LAYERS 3//4" CDX SHEATHING `� BLOCKING ATTACH TO WITH STUDS @ 16" O.C. W/ MAIN SPAN ROOF 4R('14 FI FV4TInN FnR FRnNT wimnn1A/ nPFNINr, IF RFO'D / 2x BLOCKING W/ (3) 12d - - FOR BEAM SIZE TOE NAILED @ EA. END _ ' ::�, UPLIFT CONNECTOR 7/16" OSB W/ (2) 8d STRUCTURAL SHEATHING (SEE SCHEDULE) (SEE SCHEDULE) I MIN. 2x4 SPF #2 KNEE SHOWN, SEE PLAN NAILS ON BOTH SIDES FROM TOP FOR WOOD OR PLAN BUILDER FRAME WALL WITH STUDS @ GEO GABLE END AT VALLEY FRAMING 7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REQ'D 16" O.C. W/ W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER STRUCTURAL TO SIDE &TOP NAILER NAILING SCHEDULE I SHEATHING ON BOTH I OTHERWISE SP2 CLIPS SIDES FROM TOP OF 2x BUCKS, EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF _ PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER STUD TO BOTTOM PLATE NAILING SCHEDULE OFO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM O2x SEE GE0.2/SD2 FOR F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OUTLOOKER OR ROOF SHEATHING FOR STRAP 3/16" x 2 1/4" SHEATHING \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END CANTILEVER 8d NAILS @ 4" O.C. IF REQ'D, PROVIDE VALLEY TRUSS CONV. FRAME OR CLOSURE WALL w/ BELOW AND CONNECT w/ HTS20 @ 32" O.C. \ VALLEY TRUSSES PER SINGLE TOP AND BASE 12" O.C. PLAN PLATE w/ (2) 16d NAILS EXT. SHEATHING; " 12" O.C. TO TRUSS. STUDS @ ATTACH PER NAILING 24 O.C. &EXT. SCHEDULE 1 l B O SHEATHING INSTALLED PER NAILING PATTERN CONT. PLYWOOD ROOF SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ SHEATHING PER NAILING SCHEDULE OR OPT. 2x4 BLOCKING PERP, TO EA. 1 E VALLEY TRUSS NAILED CRICKET AS REQUIRED. TO TRUSS BELOW @ 24" STRUCTURAL SHEATHING PER PLAN AND ROOF O.C. W/ (2) 16d NAILS TYP. G MAIN SPAN ROOF ATTACH TRUSS TO l TRUSS TRUSS BELOW USING RAFTERS w/(2) LAYERS 3//4" CDX SHEATHING `� (3) 16d NAILS MAIN SPAN ROOF 4R('14 FI FV4TInN FnR FRnNT wimnn1A/ nPFNINr, IF RFO'D / 2x BLOCKING W/ (3) 12d - - TRUSS TOE NAILED @ EA. END _ ' ::�, UPLIFT CONNECTOR UPLIFT CONNECTOR (SEE SCHEDULE) (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY GEO GABLE END AT VALLEY FRAMING CONNECTION TO TRUSS 3/4"=1'-0" O2x STUDS @ 16" O.C. FOR KNEE WALL F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT 1 ROOF SHEATHING FOR STRAP 3/16" x 2 1/4" CONT. ROOF SHEATHING NAIL PER PLAN �, F \ PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END / \ D O TO TOP CHORDS OF TRUSSES BELOW WHEN \ ti, BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D � \ ` BELOW AND CONNECT w/ HTS20 @ 32" O.C. \ �e PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW 1 12" O.C. I I F 2x PLATES OVER ROOF DECK PER VALLEY � 3/16" x 3 1/4" 3/16" x 3 1/4" " 12" O.C. 2 FRAMING DETAIL \ 1 l B O DOUBLE TOP PLATE �� l C H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ RAFTER 1 E COMMON TRUSS PER PLAN OR CONY. FRAMING w/ J O STRUCTURAL SHEATHING PER PLAN AND ROOF G FINISH PER ARCHITECTURAL PLANS \ 1 E l CURVED ROOF TRUSSES PER PLAN OR CURVED O RAFTERS w/(2) LAYERS 3//4" CDX SHEATHING `� G NAILED @ 6"O.C. STAGGERED \/ KInTP• (QGG 4R('14 FI FV4TInN FnR FRnNT wimnn1A/ nPFNINr, IF RFO'D / DORMER FRAMIN(3 UE I AIL - 1/2"=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, L 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x6 3/16" x 2 1/4" ° 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 2x6 2x8 3/16" x 3 1/4" 3/16" x 3 1/4" " 12" O.C. 2 LOCATION PER PLAN NOTES: (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE.' 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS W e W It o �1a0�99999A C STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. ��+�'se�® WI 00 MAX. 2 PLIES OVER INITIAL P.T. BUCK. ti ®o°® �j7� dpi Y o 4. MIXING OF 1 x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME�'� mo°°P °pO©°°% ✓�i' = z OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS �` �• 4. mw, e �/ Q U (FASTENING) ARE MET. (m� �Q j -j 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID z CJ �w � >- W Q GROUTED CMU. O" ;v o t¢? = z 6. WINDOW OR DOOR INSTALLATION BY OTHERS o :% �d ry �0n }< O ry 1/2"=V-0" W �1d! O SHEATHING PER PLAN STRUCTURAL v TYP. TRUSS TO FRAME SHEATHING o W 0 CONNECTION PER TYP. TRUSS TO FRAME 1-- o0 STD. CONNECTOR CONNECTION PER m Q NOTESSTD. CONNECTOR Q CD FRAME OUT TO BLOCK NOTES 0 EDGE AS REQ'D FRAME OUT TO BLOCK O — -•- -- — ---- — — _-_- ._ EDGE W W W U T LAST STUD OF LL KNEE WALL JOINING I (2) 2x TOP PLATE 0 U UP TO MAIN HOUSE' 1`— (2) 2x #2 SYP SEE PLAN o Z (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY L0 FOR BEAM SIZE ATTACHED TO MIN. _— O � IF OPENING PROVIDED � (0 (2) 2x FULL HEIGHT I PER PLAN) O F- O WALL STUDS W/ a- (2) -16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL _ O.C. W/ STUDS @ 16" O.C. 7- 2 2 1/2" W/ STRUCTURAL I- U O 1/2" x 8" ANCHOR BOLT SHEATHING FROM OJ 0 z OR TITEN HD @ 32" I TOP OF WALL TO Q 0 O O.C. & 6" FROM EACH BOTTOM OF WALL, z END- ATTACHED PER ~ "- 2x PT BOTTOM NAILING SCHEDULE PLATE OTHERWISE SP2 CLIPS W CL BUILDER FRAME PRECAST LINTEL OR _ - EACH STUD TO BEAM n-' LL ABOVE AND SP1 CLIPS 2i RADIUS AS REQ'D KNOCK OUT COURSE - O EACH STUD TO U MASONRY WALL BOTTOM PLATE o W Q fi FO KNEEWALL AT MASONRY WALL 3/4"=V -0 W U 3/4"=1'-0" a ° /''� w 0 _ O �/�, 8 0 z0U E .°0 { V U J Vv O I• a W ® (a tr U Lu ❑ -u PRE-ENG.TRUSS PERoE - 06 _ PLAN, 24" O.C. MAX U IW-• z cin3 (� <z _ ry T m ROOFING MATERIAL ¢ z U °- PER ARCHS U) �W 1-- U m � `O W SEE FRAMING PLAN O W Q o 0 0! v z --�o� J� �- FOR CONNECTION O W ~ w ` = INFO Q �- z <<WYW SEE ELEVATION 0 I - UO ° 0 IL - - TOP OF MASONRY � LU Q � _ z W F- U_ o SEE ARCH PLANS FOR = Z O ~ _ T (n O OVERHANGINFO H 3: W M =, U RE. ELEV. Q FOR O.H. TYP. SINGLE TIE -BEAM 0 W/ (1) #5 CONT. Q ® LL GROUT SOLID z QLLJ Q >O 0 Uj Lt. O WINDOW PER > cD Va W � FLOOR PLAN W W (N "�f o ® O ® J PRECAST CONC. OR z_ = m U POWERS STEEL SILL �i >- TYP. @ALL WINDOWS = J Z U Y z W W EXT FINISH PER PLAN W 13. _ ��H•:- MAIN FLOOR O O ELEV U-0" ® �s N W CL CONC. SLAB -`•� �. VERT REINF. BEYOND O SEE FOUNDATION C0 PLAN FOR MORE INFO I—I — I III - w STRUCTURAL ENG: BAD u) DRAFTING: 1I -II W MASONRY WALL PER-STRUCT: MB PLAN U QC CHECK: MRB SEE FOUNDATION DETAILS FOR FTG INFO JOB No. DWH 0204749 SCALE: AS INDICATED Z DATE; 3/20/18 W - NOT USED TYPICAL ONE STORY CMU WALL SECTION w S01 a 3/4"=1'-0" SD1 _C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON H10A DIAGONAL TO BEAM SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK O.C. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAL. AS SHOWN. FASTEN NO BRACE REQUIRED BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS TO BE CONT. @ THE TO BE CONT. @ THE REQ'D) TRANSITION FROM TRANSITION FROM 14'-0" < H-,�=18'4' STRONGBACK W/ (2) 2x4 BRACE END BRACING CHART X REQ'D, SEE CHART STRONGBACK, SEE ,_ BEAM TO GABLE WALL TO GABLE TRUSS TRUSS BLOCKS w/8d NAILS @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH SEE CHART BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR HOLD WALL 3-1/2" A23 DIAGONAL TO DOUBLE 2x TOP PLATE FOR ADDITIONAL INFO AS REQ'D DOWN FOR TRUSS BOTTOM PLAN TYP. EXTERIOR SHEATHING. - FASTEN SIDE WALL CHORD. REFER TO z ATTACH PER PLAN SIMPSON A23 @ EACH GE02 FOR REQ'D BEAM PER PLAN SHEATHING PER PLAN. MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. L W X �J CLEARANCE BETWEEN r 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM PLYWOOD INSIDE FACE OF CMU (5) 16d NAILS CHORD BRACING @ 16" SHEATHING & AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM BRACE TO J -BOLT �--- EXT. SHEATHING; ATTACHMENT W/ (3) PLAN SHALL 2x8 #2 SYP PT. BASE BLOCKING 10d TOENAILS EA. END SIMPSON DIAGONA PLATE ATTACH PER PLAN BEAM CONNECTION H FRAME WALL CONNECTION UP TO 4'-8" NO BRACE REQUIRED REQ'D GABLE END "L" AND/OR "T" (1) 2x4 BRACE 7'-0" < Hi 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) BRACING STRONG BACK PER GABLE STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H-,�=18'4' STRONGBACK W/ (2) 2x4 BRACE END BRACING CHART X REQ'D, SEE CHART STRONGBACK, SEE ,_ 2x4 SYP #2 TOP CHORD BRACING A -A GABLE VERTICAL BRACING BLOCKS w/8d NAILS @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH SEE CHART BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR HOLD WALL 3-1/2" A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D DOWN FOR TRUSS BOTTOM PLAN TYP. EXTERIOR SHEATHING. CHART CHORD. REFER TO z ATTACH PER PLAN SIMPSON A23 @ EACH GE02 FOR REQ'D GABLE END A SHEATHING FASTEN PER PLAN. MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. L W X �J CLEARANCE BETWEEN r 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM PLYWOOD INSIDE FACE OF CMU WASHERS (MIN. 6" CHORD BRACING @ 16" SHEATHING & AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM NAILING PER J -BOLT EACH END AND 32" ATTACHMENT W/ (3) PLAN SHALL 2x8 #2 SYP PT. BASE O.C. MAX. (D z 10d TOENAILS EA. END Lu RUN CONT. - PLATE W/ 1/2" x 8" T MIN. (2) TRUSS BAYS ACROSS GABLE 2x8 P.T. PLATE, CANT. — m - BACK FROM GABLE END (MIN. 48") TO BOTTOM OF FOR CLG. NAILING = U SIDE OF EA. STUD. FALSE BEAM. SURFACE 6" FROM EACH END 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS - p GABLE END W/ 12d NAILING GABLE END TRUSS TO a• ; = NAILS @ 6" O.C. SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) 2x4 SYP #2 BLOCKING, TIE BEAM COURSE w/ TI B 10d NAILS @ EA. TRUSS BRACE @ 24" O.C. W/ (2) 12d CONT. TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW v� ;n Qo0Q 3 W/ SINGLE BOTTOM & TOP PLATE BETWEEN CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. BEAM STUDS ONLY IF FRAME DOWN FALSE 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x F— 2x WALL, SEE PLAN BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE Q¢wx0 F NAILS EACH END HGAM10 W/ (4) 1/4" x 1 1/2" SDS STD CONDITION @ FRAME WALL CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GEO GABLE END @ FLAT CEILING CONNECTIONS EQUAL MAINTAINING MIN. 2" PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < Hi 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H-,�=18'4' STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > V-0", DROP GABLES - w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS GABLE END BRACING 2x6 10d COMMON NAILS @ 8" Q.C. L- CONT. 2x4 (1) A23 FROM 2x4 BRACE IF REQ'D STRONGBACK TO SEE CHART. DIAGONAL -_ 10d COMMON NAILS @ INTO BLOCKING, (4) 8d 6" O.C. @ 48" O.C. TO 3RD BAY GABLE VERTICAL EA.DIAG. AS SHOWP 2ND 2x4 BRACE IF - X REQ'D, SEE CHART STRONGBACK, SEE ,_ SHEATHING TO A -A GABLE VERTICAL BRACING GABLE END BRACING 2x6 10d COMMON NAILS @ 8" Q.C. L- CONT. 2x4 W 2x4 BLOCKS, (2) 16d DTC CLIP, (2) 8d NAILS TO STUD) NAILS @ EA. END. /--- 2x4 DIAGONAL BRACE INTO BLOCKING, (4) 8d BLOCK ADJ. BAYS Cc @ 48" O.C. TO 3RD BAY (2) 16d TOE NAILS EA.DIAG. AS SHOWP REQ'D w/ - FASTEN ROOF STRONGBACK, SEE OUTLOOKER SHEATHING TO CHART BLOCKS w/8d NAILS - GABLE BRACING (+) @ 6" O.C. SEE CHART BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d — T HOLD WALL 3-1/2" MASONRY WALL OR (10) 10d NAILS AND \� STRONGBACK IF F DOWN FOR REQ'D PER _ EXTERIOR SHEATHING. CHART EMBEDMENT OR z ATTACH PER PLAN SIMPSON META16 GABLE END A SHEATHING FASTEN PER PLAN. FROM TOP OF WALL `� 3/4"=1'-0" \ / 3/4"=1'-0" (150 MPH EXP. B) �✓ 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING 2x4 #2 SYP P.T. OUTLOOKER (MAX. FOR NAILING BLOCKING @ 24" O.C. 2x4 BLOCKING (2) 12d ROOF SHEATHING PER ROOF SHEATHING TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED @ (2)16d NAILS PLT. TO @ EACH END EACH END.AT 24" O.C. ROOF SHEATHING SPAN 2'-0") w/ (2) 16d 2._0.. MAX i PER PLAN PLAN END NAILS EA. END �( STUD TOP & BOTTOM TRUSS PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — V-9" MAX. VARIES XHIT XLI RAKED DOUBLE TOP - PLATE CEILING NAILER AS - IOTE: PROVIDE ADDIT'L REQ'D ILOCKING AS REQ'D 2x8 #2 SPF STUDS @ - 'ER HIB -91 & TRUSS 16" O.C. TYP. 4ANU.'S DRAWINGS; ,EILING GYP. BD. IS 2x8 #2 SYP PT BASE - JOT A DIAPHRAGM PLATE CMU WALL PER PLAN - GABLE END @ VAULTED CEILING 3/4"=1'-0" (TYP.) (END NAIL PLTS. W TRUSS PER PLAN -- DTC CLIP, (2) 8d NAILS TO STUD) U ;OMMON TRUSS INTO BLOCKING, (4) 8d 2x FASCIA w (2) 16dX i (2) 16d TOE NAILS X NAILS INTO TOP PLATE END NAILS @ EA. - BRACE TO LEDGER ; • • X00 OUTLOOKER U t SIMPSON H2.5(TYP.) _ ;', . _ SIMPSON LTA2 DOUBLE TOP PLATE C BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d HOLD WALL 3-1/2" MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEB F DOWN FOR LINTEL SEE PLAN �•'�° _ MIN. 4 1/8" _ EXTERIOR SHEATHING. OUTLOOKER EMBEDMENT OR z ATTACH PER PLAN SIMPSON META16 FROM TOP OF WALL `� STD CONDITION CMU L W X �J TO BOTTOM ° pp 2x8 #2 SPF STUDS AT SHEATHING PER PLAN SIMPSON DTC, (2) 8d _ 16" O.C. 1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING, W O.C. AND 6" FROM EA. (4) 8d NAILS TO TOP MASONRY WALL OR _ 2x8 #2 SYP PT. BASE END w/ NUT & WASHER PLATE LINTEL SEE PLAN - PLATE W/ 1/2" x 8" U TRUSS PER PLAN i ANCHOR BOLT OR MSTAM-24 TYP. EA. - TITEN HD @ 32" O.C. & SIDE OF EA. STUD. TRUSS PER PLAN 6" FROM EACH END CENTERED BETWEEN ❑ FRAME VAULTED CONDITION @CMU LPLICEDETAIL 0 ! FOR REQ'D FLASHING (,r 2x4 SYP #2 BLOCKING, W @ 24" O.C. W/ (2) 12d Z f- � m "" END NAILS @ EACH LLJz END. WALL SHEATHING PER :D v� ;n Qo0Q 3 O PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" F— 2x WALL, SEE PLAN EMBEDMENT OR SIMPSON Q¢wx0 F HGAM10 W/ (4) 1/4" x 1 1/2" SDS STD CONDITION @ FRAME WALL C) SCREWS & (4) 1/4" TAPCONS OR > w�J EQUAL MAINTAINING MIN. 2" F_ O EMBEDMENT @ ENDS, w (4)10d NAILS @ EA. TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON W BLOCKING TO FRAMING PLANS PLATE O TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO = BOTTOM CHORD @EACH END OF BLOCKING X '- 2x4 SYP #2 FLAT - (2)10d NAILS TO BLOCKING, @ 24" O.C. - ; 4 - LAY 2x4 SYP #2 BLOCKING BOTTOM CHORD W/ (2) 12d END NAILS OVER THE TOP OF THE BOTTOM @EACH END OF @ EACH END. LINTEL PER -�_ - . •. , •; = CHORD. ATTACH W/ (2) 10d i BLOCKING PLAN NAILS @ EACH TRUSS 24" O.C. tV WALL SHEATHING PER - - MAX. BLOCKING SHALL EXTEND PLAN A MIN. OF (1) TRUSS BAY EACH w 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. z BEARING CONDITION @ CMU WALL ALT. BLOCKING @ FRAME CONDITION ® 04 NON-BEARING WALL CLIP DETAIL (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. THING PER PLAN RE O.H. IS > 1'-0", ' END GABLE w/ W -OOKERS @ 24" TO RUN BACK TO U ;OMMON TRUSS 1 (3) 12d TOENAILS, i VECT TO DROP _E WITH H2.5 CLIP. co 2'-0" O.H. ; • • X00 F. 2x4 @ 24" O.C. i _E END aTHING FASTEN PLAN 3E AS REQ'D i SON H10A DIAG. LOCKING i GABLE BRACING @ 48" PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING HORIZONTAL (+/- 100) BRACE NOT REQUIRED 6' FROM EAVES. TRUSS PER PLAN SEE PLAN FOR SUPPORT AND TIE DOWN OF JACK PROVIDE BLOCKING TRUSSES BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 BAYS SEE GABLE WALL PER PLAN CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D CONNECTIONS MAY ALSO BE MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING`** GE03 GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. TYPICAL HEADER DETAIL 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. FILLING AND BLKING AS REQ'D W/ (2) ROWS OF 12d @ 16" O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" J -BOLTS OR EPDXY ANCHOR @ 6" FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG WALL SCHEDULE. AT SLAB STEP DOWNS, EMBED. MUST BE 7" MIN. BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA, STUD U.N.O. SEE BEARING WALL SCHEDULE FOR MORE INFO. NOTE: JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. DOOR OPENING NOTE: REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS SHOWN ON STANDARD DETAILS (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO DOOR SIM TQ WF01/SD1 ��- 2X STUDS TYP. ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE [ ATTACHED TO FTG C USING 1/2" O J -BOLTS [ OR EPDXY ANCHOR @ 6" FROM EA. END OF u BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED, & 2" 2 WASHER. AT SLAB STEP DOWNS, EMBED. s MUST BE 7" BELOW STEP C F P.T BASE PLATE u L C 5 U SP4 @ BASE OF EA. v_ STUD U.N.O. SEE U BEARING WOOD WALL a SCHEDULE ON NOTES & c CONNECTOR LEGEND Q SHEET I 3/4"=1'-0"1 /2"=1'-0" (150 MPH EXP. B) 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. s\Uj W U co j ; • • X00 % LL' N Q U t aLU ado `� a C C) - W �z� C)+© mU Z o4 Z 0 .. Q 0 J �� C®�68a016Q®®Qtl A� LL. o z W U w •+o j co U ffi d z C C) � o z ° pp W W Z ' � 0 U i W J ❑ 0 ! (,r I -Q6 Qz �rn e L ❑ M r •y W Z f- � m "" Z LLJz :D v� ;n Qo0Q 3 O O U) > F— O Z Q¢wx0 F F- C) O a > w�J F_ O 1 w W 0 O = LL M v w a_ Q_ = U_ i Q tV w z ® LL, U w •+o j co U ffi d z o z ° pp W Z ' � U i W J ❑ LIJ p�� ! (,r I -Q6 Qz �rn e L ❑ M r •y W Z f- � m "" i LLJz :D v� ;n Qo0Q 3 W Z Q¢wx0 F C) O a > w�J Q 1 w LL UO O M v i Q tV z ® LL, LL. O W LW CV i 0®®_..I L0 L CL z IL w ®ISI 00 0 � i i d ® GSI i STRUCTURAL ENG: BAD i DRAFTING: -STRUCT: MB i QC CHECK: MRB JOB No. DWH-0204749 I SCALE: AS INDICATED DATE: 3/20/18 ^ -_ DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: NOTE: PIPE OR DUCT W/ WI 10d NAILS @ 3" O.C. PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN PLATE LENGTHS MUST PENETRATION % WITHIN) R 48" W SPLICE WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BEAT LEAST 8'-0" MORE THAN 50% OF THEN O.C.ROWS 10d NAILS PROVIDE 2x4 ON "TOP ASSEMBLED WALL 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) EDGE DISTANCE LONG. "TYP. TOP PLATE WIDTH @ 8" .0OTHERWISE OF 2x8 AT PAD OUT PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN F/- 1/4" 2 1/Z" EDGE OUTSIDE (`L) 2x4's PER DETAIL INSTALL SIMPSON TOP PLATE. ATTACH @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE ' PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING • NAILS TYP. TOP &BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS,r \� + (2) 10d NAILS @ 3" O.C. ATTACH 2x4 STUDS TO DETAIL FOR ALL TOP 10d x 3" COMMON --�� z 10d x 3" TOP PLATE W/ (3) 12d _ - • PLATE SPLICE — I w } ' • WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT rJ 51 LOCATIONS) o I --z -- THEN (2) ROWS 10d ALL LOCATION o 2 1/2 w U 91, + NAILS @ 8" O.C. z ca w 21/411 O �, I - z oo OTHERWISE 2x4 WALL BEYOND W 1 1/2" W N z ¢ U AGAINST 2x8 STUDS tiliy w 4 `� w a4 ATTACHED PER N N a `V 10d x 3" COMMON tiljN (WF08/SD3) I w OVERLAP TOP PLATEAT CORNER 10d x 3" COMMON OPP. x TOP SPLICE @ SIDE z z I_-- w U DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO NAIL BOTTOM PLATE O Q Q U 10d x 3" OPP. SIDE PLATE TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT z 0- a I l ��% J1, w d UP COLUMN BELOW W/ I I a I 1 a I I z U) z �� 1ltl1�J®` ATTACH 2x4 STUDS TO co «, e ' ooaod�m id TOE -NAILS TYPICAL Q � TOP PLATE W/ (3) 12d00 (2) 10d NAILS Q-�•,,,,� /�� Y Z c°.t AT ALL LOCATION � I w b�q ...W CO / 10d x 3' COMMON I tit o TOE -NAILS TYPICAL AT TOP SPLICE J OPP. SIDE \ DISTANCE PER U o - C) DETAIL o 'o z � cCn � ~ D J � ALL LOCATION m BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION — o , Q o� PLATE z 9 z `,�.� ®`' w Q STUD (2) 2x4 s (2) 2x6's (2) 2x8's 'f 5 INSIDE PLY NAILS NAILED AT 8" O/C O 2 2x COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/c. OUTSIDE 2x's ~ �� ''��°>� O TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) O !✓�°�� a®4a®�Q O u �, fiF0 TYPICAL TOP PLATE SPLICE @ BRG. WALL FO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN X% X8 IN 3/4"=1'-0" 1-1/2"=V-0" w 0 O MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & �,�, BUILDER NOTE: O 2x DBL TOP PLATE 7zf_@ 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT - ' ° ° ° ° ° a o ° ° D= NAIL SPACING SOFFIT FRAMING NOT o W 00 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS � - ° BEYOND I ) O @ � iv I -F - - - TI - - PER NOTE #2 REQUIRED WITH ALUMINUM F- w �, z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. D OR VINYL SOFFITS Q W O z 2O NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d m I I I SHEATHING PER PLAN �p�� SC,q OV Sc ROOF SHEATHING, I�--= Tf---11P-- F- Ir r J B e WALL SPLICE, FIELD w z [-- NAILS @ 3" O.C. WALL DOUBLE TOP I D/2 I I 'S' ROOF SHEATHING, -D F � STRUCTURAL o o VERIFY IF REQUIRED ^ s w PLATE PER PLAN <FArR FASTEN PER PLAN k<F�CgArrO FASTEN PER PLAN SHEATHING � w s O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS y US ry h'�S, ATTACHED PER — -- -- — I I I I I I I w u� � 3" O.C. IN HORIZONTAL CONDITIONS of S �� O,� S a a o 1-- @ DOUBLE NAIL EDGE SPACING py oy NAILING SCHEDULE w _ _ n z T ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. 2x4 FRAMING @ 24" 2 WALL SHEATHING o w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS - O.C. MAX. III 11( I I I I I I SPLICE, SEE SPLICE = 2x4 FRAMING @ 24 2x4 #2 SYP CONT. W/ `� SHEATHING PER PLAN O j II III I I I I I DETAIL. MAX 1/8" � 5O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO 3/8' S= NAIL SPACING O.C. MAX. PROVIDE (4) 10d x 3" (2) 16d COMMON cn O 2x SCAB w/ 10d NAILS 2 I - w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & v S S PER NOTE #1 NAILS AT JOINT NAILS EA. STUD OR z (- OPENING SPACE BETWEEN w �., m @ 4" O.C. PROVIDE (4)10d x3" O z III III I 4 I I w I- BOTTOM - - - - - - _ TRUSS MEMBER, NAILS AT JOINT - O III I I I I I I 11 PANELS PER -ENG TRUSSES _ j O 111 3 111 1 I I I I SINGLE NAIL EDGE SPACING PER PLAN , _ 2x SCAB w! 10d NAILS TYP. (MAX. 24" OE (2 p F. O TYP. O EXTERIOR SHEATHING _ @ 4" O.C. IF MASONRY, USE (2) a III AROUND III I I I I I I 2x STUDS BEYOND, u- OJ - TRUSS CONNECTION 1/4" TAPCONS W/ Q 111 OPENING III 11 I I I I SEE PLAN FOR MORE a PROVIDE PIECE OF NOTE PER PLAN - _ PER -ENG TRUSSES 2x FASCIA MIN. 2' EMBED.@ 24' w ry INFO w MIN. 15/32 OR 7/16 STRUCTURAL 1 SHEATHING. SHEATHING TO BE _ 2x FASCIA PER PLAN O.C. (� O z p SHEATHING BETWEEN 2 8d TOE NAILS TO TI I TI T w z v) EXTERIOR WALL EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR CMU WALL PER PLAN O TRUSS CONNECTION (2) 8d TOE NAILS o W z III III II II II w LEDGER J z < } O SHEATHING & BLOCKING. HORIZONTALLY PER PLAN TO LEDGER TRUSS OR ROOF Q O I I I I I I I I I I I I I I I I I I a 0 - 2x4 PT LEDGER W/ SYSTEM z � z O SHEATHING TO HAVE 2x4 LEDGER W/ 2 16d i- U_ t- O 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND 1/4" x4" TAPCONS @ 12" ( ) _ -_ = cn m SAME THICKNESS & 2x FRAME WALL PER NAILS cv 16" O.C. WOOD/MASONRY � - - - LL 'i N g ' . MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP • O.C. Ww p O STRENGTH ORIENTATION PLAN WALL OR FLOOR SYSTEM AS EXTERIOR WALL BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED w -, SEE ELEV. FOR SEE ELEV. FOR SEE PLAN TRUSS � � - - - - - - - - - - - - - a SHEATHING O.H. SIZE O.H. SIZE a CUT "f0 FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS O OPENING SIZE 1 BEYOND SEE PLAN ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE CONDITION @CMU WALL CONDITION FRAME WALL o W ol SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS zz FLATWISE W/ (2) 16d @ 3 O.C. TOP & BOT, OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS fiF1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE fiFl�TYPICAL SCAB OVERHANG LD02 LEDGER @LOW ROOF SCALE: 3/4"=1'0" GYPSUM WALLBOARD 3/4"=1'-0" w Q p tOiy SHEATHING SPL( DE a SEE ROOF SHEATHING, 2x4 #2 SPF PRE ENGINEERED LL SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR O g Z PLAN NAIL PER PLAN BLOCKING @ 24" O.C. TRUSS AND IF PERPENDICULAR TRUSS (2) 2x BUILT-UP COL. MORE INFO & MORE INFO & a ': w/ (2) 16d END NAILS CONNECTIONS PER INSTALLED ABOVE, FASTEN z U DOUBLE TOP PLATE CONNECTION CONNECTION _ EACH END �- "x"x I PLAN TYP. 2x8 #2 SYP TOP PLATE TO��°�`° SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE ++ TRUSS W/ (2) 12d TOENAILS j -- @ EACH STUD (2) 12d NAILS @ - 2x12 BOX HDR w/ 2x8's �— -` 2x8 SYP #2 P.T. VERTICAL @ � � � EACH END TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF �"` 16" O.C. FASTEN EXT. n- W Z PRE-ENGINEERED -- SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. �' ' ' - Lj SHEATHING W/ 8d NAILS 6" ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS = O.C. AT EDGES AND 12" O.C. _ � U WALL TO PRECAST NAILING SCHEDULE & EACH END IN FIELD. FASTEN TOP v LU n FRAMING PLAN FOR CORNER CONDITIONS a LINTEL w/ (2)ROWS OF ++ ++ (4) 12d NAILS EACH PLATE TO VERTICAL STUDS O SPACING EXTERIOR SHEATHING STRAP AROUND w SEE PLAN FOR NAIL PER PLAN TALLER STUD) - 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER _ - o- � W , < • a xXxx r - • �° • . W. (4) 12d NAILS � � � Iw- z � v 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ a' ❑ C� Q o CONNECTION i I STAGGERED INTO TRUSS & 3 12d SEE WALL CLIP DETAIL = = Q z O E= � `' ' () EACH VERTICAL HGAM10 TOP AND BOTTOM u) O m 2x BRG WALL, SEE TOENAILS INTO OTHER FOR MORE INFO �` - PLAN FOR STUD SIZE & I o _ _ PLATE TO CMU WALL W/ 4 a0 LLl J < o > o I I TRANSOM BETWEEN TRUSS TRANSOM BETWEEN �d�: _ ( ) SPACING. MIN (2) 2x SEE FLOOR PLAN FOR I _ _ _ U) 0 i- z w o LINTELS LINTELS () z -J z z o LINTEL PER PLAN 2x8 #2 SPF VERTICAL 1/4" x 1 1/2" SDS SCREWS & 4 Q 24' O.C. w/ EXT. 1/4 x 2 3!4 TAPCONS TO CMU O F- UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN i i SLOPE AS REQ'D LINTEL PER PLAN = •� _ < r ¢ U_ x o SLOPE AS REQ'D @ Z z D w w z E SHEATHING PER @ 32' O.C. & MIN. 6" FROM w w = U.N.O. I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. NAILING SCHEDULE & _ ENDS. IF HEADER HEIGHT v V c) O ° w/ (2) 1/4" x 3 1/2" �_ w/ (2) 1/4" x 3 1/2" (4) 12d NAILS EACH - 4' a EXCEEDS 2'-0" ADD AN _j W q( 2x BLOCKING " TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. TRUSS MEMBER = 'Q... ADDITIONAL HGAM10 FROM w W SIMPSON LSTA24 EACH X (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY _ CENTER OF EACH STUD TO _ Z O STUD VERTICALLY VERTICALLY POCKET SGD CMU @ 32" O.C. MAX Fz O ATTACH 2x TO 2x6 2x8 w/ (2) 10d NAILS @ ATTACHMENT BY 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) 2x8 w/ 2 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL (2) 2x8 SYP #2 P.T. BOTTOM w M, O BUILDER. REFER TO •�`� U PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL ATTACHMENT BY PLATE W/ (3) 12d NAILS MANUFACTURER'S SPACING. MIN (2) 2x STAGGERED @ 8" ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER WRITTEN EACH VERTICAL, EACH PLY. o N UNDER GIRDER TRUSS SEE PLAN FOR O.C. BUILDER BUILDER STAGGER NAILS AS a SPECIFICATIONS p z vJ U.N.O. CONNECTION REQUIRED fiF`11'4�SECTION DOUBLE BEARING fiF1 0 LL STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER W/TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER 3/4"=1'-0" 1/2"=1'-0" 1/2'=1'-0" 1/2"=1'-0" 2x6 SYP #2 LEDGER. °O J LL CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN Q BEAM INTO LONG SPAN AS INDICATED ON BEAM TO STUDS w/ (2) '1/4 X SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN 4/z SIMPS. SDS 0 STRAP IS NOT REQUIRED. SCREWS @ 16" O.C. Q L5 V 01 MAX.; O0 F-• Uj PT. POST (AS NOTED) EXTERIOR WALL/TRUSS TO GABLE END STUDS p ® m W/ (2) 1/4 X 3/z SIMPS. EXT. AS NOTED _ SDS SCREWS @ 16" 2x6 COLLAR TIE HALF WAY' z W-- CO O.C. MAX.; UP HEIGHT OF VALLEY. I .� LAP BEAM PLYS AND TO MASONRY w/ 2x6 w NAIL AS SHOWN (5) PT SYP #2 LEDGER w/ FASTEN w/ (5) 10d COMMON I O I ca 0.131 x 3 1/4" NAILS 12 (2) 1/4" x 2 3/4" I LTJ LO 1'- (L Q NAILS @ EACH END (TYP.) o z L �' W 1 PER PLY 4 (MIN.) TAPCONS AT 12" O.C.z a 2x6 RAFTER TO 2x8 RIDGE = U HTS20 CLIP FROM SIMPSON H3 CLIP 1 POST TO BEAM SHEATHING PER PLAN ® Uj BOARD W/ A35 ON ONE SIDE W EXTERIOR BEAM AS 2x4 SYP #2 LEDGER. - OF RAFTER. ATTACH A35 ON I O NOTED PLAN VIEW TOP OF POST To STUDS OR BEAM wi (4) 10d NAILS FOR ADJ RAFTER TO OPP SIDE �' CONY. FRAMED (AS SHOWN) PT POST AS NOTED (2) 1/4" X 4%" SIMPS. In Q ® W 110�awN ( ) MEMBERS ONLY ABU POST BASE SDS SCREWS @ 16" 7 O.C. MAX.; -- ----- _.------_ cn (AS NOTED) � � 0 5/8" THREADED ROD w/ TO GABLE END STUDS FASTEN SYP OR SPF 2X6 (MIN. w � STRUCTURAL ENC: BAD W1 (2) 1/4" X 3%z' SIMPS. 3'-0" MAX WIDTH) PLATE THRU O.S.B y �, L ->, tq DRAFTING: .0. NUT SET IN ADHESIVE SDS SCREWS 16" �� J `� w @ FASCIA PER SHEATHING (THICKNESS PER Q O.C. MAX.; COMMUNITY SPECS PLAN) TO PRE -ENG TRUSS - --- - - �-STRUCT: MB TO MASONRY w/ 2x4 PT BELOW W/ 1/4"x4-1/2"MRB :a I I 2x4 SYP #2 OR � ` --- a v /SEE FOUNDATION SYP #2 LEDGER w/ 1/4° 2X8 RIDGE BOARD � JO CHECK: DVV PRE-ENGINEERED SIMPSON SDS SCREWS 2x6 _j JOB No. DWH 0204749 i� x 2 3/4" TAPCONS 12" v I I Z PLAN FOR ADDITIONAL @ ROOF TRUSSES @ 24" PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER `� - - -- � SCALE: AS INDICATED ;.,I _4 INFO O.C. O.C. MAX. EACH TRUSS BELOW 2x6's @ 24" FRAMING (OR PRE -ENG VALLEY TRUSSES) Q SIDE VIEW -6 -BASE OF POST SIMPSON H3 CLIP DESIGNED FOR O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR z DATE: 3/20/18 SHINGLE ONLY LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. o CDO CORNER COLUMN FRAMING rSD01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL RAFTER TO PLATE CONN. _ NOT USED W Cr. 3/4"=1'-0" 1/2"=1 1-0.1 T_ OU0 f - COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP-SEE PRE-ENGINEERED NOTE: NOTE: TRUSSES TO BE P.T. IF ROOF TRUSS -SEE FRAMING PLAN FOR �— ROOF TRUSS- SEE WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR NO MOISTURE .� WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BARRIER (FELT PAPER - LOCATION & SPACING LOCATION & SPACING BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER LATERAL LOADS LATERAL LOADS TRUSS STRAP - SEE PLAN FOR SIZE AND PLAN FOR SIZE AND FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS ' DOUBLE 2x TOP PLATE _ DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6) SHINGLE OR TILE PER ROOF TRUSSES AT 24" ATTACHED PER ATTACHED PER ��<� 10d x1-1/2 @ 24" O.C. ��<<S 10d x1-1/2" @ 24" O.C. �. sf �i SIMPSON LSTA24 �F - USE SP6 2x6 STUDS SIMPSON LSTA24 FFT USE SP6 2x6 STUDS ARCHITECTURAL O.C. NAILING SCHEDULE NAILING SCHEDULE F�. ( @ ( @ ELEVATIONS. �' STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP'`' NAILS. BEND STRAP PRE-ENGINEERED TYPICAL TRUSS TO OVER TOP PLATE MAX. O OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE ROOF TRUSSES @ 24" SIMP. HTT4 U.N.O. ON P AN LATE B U.N.O. ON PLAN 3 ,THEN RUN DOWN3" THEN RUNDOWN FRAME CONNECTION._..... _ O.C. W/(18) 16d x 22' NAILS FACE OF JAMB STUDS/ - FACE OF JAM STUDS/ SEE STANDARD HEADER -SEE 2ND CONNECTOR NOTES TO POST (U.N.O. ON HEADER _ HEADER -SEE 2ND HEADER FLOOR PLAN FOR MIN. Q FRAMING PLAN) & a �- FLOOR PLAN FOR MIN. TYPICAL TRUSS TO ALL THREAD W/7" MIN. w � �, EXTERIOR SHEATHING HEADER SIZE & REQ'D \ / HEADER SIZE & REQ'D z�3, FRAME CONNECTION. `� 1 �1�� EMBEDMENT INTO TIE � (1) SIMPSON LSTA30 JAMB STUDS JAMB STUDS o ®,�0e�pe �'aQ�� REFER TO PLAN FOR � FROM TOP OF WALL _ � � \ � � '� � � , EXTERIOR SHEATHING ee 00 SEE STANDARD BEAM USING SIMP. SET R,®a �. W BUILT-UP COLUMN TO BOT. RIBBON/ \ w CONNECTOR NOTES EPDXY STRAP CENTERED BEAM ATTACHED PER FLOOR TRUSS PER BETWEEN COLUMN FLOOR TRUSS SEE ( �� a�� ,,.� J zo FROM TOP OF WALL � � d �,. Y a, INFO. PLAN AND GIRDER/BEAM FRAMING PLAN FOR ) IF HEADER IS UPSET TO BOTTOM OF FLOOR ' "` CONNECTION INFO. NAILING SCHEDULE. \ °�'. Q U BEARING PRE-ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d AND WINDOW IS SYSTEM (RIBBON / \ °'� 0 ' - r� " SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS NAILS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET Nw .„zs, ��,� Q SEE PLAN FLOOR GIRDER OR ' - _ SHEET FOR MORE INFO W/ 2x CRIPPLE STUDS � '`� ©��'� u SYSTEM INSTALL COL. EVEN WITHIN BEAM; SEE PLAN PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS z vU v@ \k O MASONRY WALL SEE AT EA. END NAILED TO LOWER: (1) 2x SILL O KNEEWALL &PROVIDE FLOOR TRUSS TOENAILS. EXT. PLAN FOR MORE INFO STUD PACK W/'lOd PLATE W/ 2 10d F=0 1 SOLID BLOCKING ✓ HEADER OPENINGS O ❑ �y wow®v®m°a�® UNDER COLUMN NAILS @ 8' O.C. THEN LESS THAN 4FT:(1) 2x \ TOENAILS. EXT. _ '°�,�� P�(�®��° �q LL SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. HIGH BEAM STUDS @ 16" O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS DBL. TOP PLATE ATTACH SILL W/ (2) 10d �� .-- LESS THAN 4FT; 1 �9b'I�Fi�t18P� ABOVE TOENAILS. OPENING O 2x SEE ARCHITECTURAL BAND JOIST & BLKG 3/4"=1'-0" 3/4"=1'-0" w TOENAILS AT EA. ENDLARGER THAN 4FT: (2) SILL PLATE W/ (2) 10d ❑ PLAN FOR OVERHANG HDR. PER PLAN O O OR LVL GIRDER OF SILL MAX OPEN'G 2x SILL PLATE W/ A35 2 2x SILL AT WINDOW TOENAILS. OPENING INFO 2x 2ND FLOOR STUDS WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) (D MIN 2x4 SPF #2 STUDS MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 CLIP AT EA. END FOR W/ 2x CRIPPLE STUDS \ 2x SILL PLATE W/ A35 CRIPPLES @ 16' O.C. AT EA. END NAILED TO o LLI -- WINDOW AS @ 16" O.C. SEE PLAN STRAPS CENTERED @ OPENINGS GREATER W/ (2) 10d TOENAILS \ CLIPS EACH SIDE W/ 2x �_ -- Cb POST BELOW U.N.O. STUD PACK W/ 10d SCHEDULED FOR MORE INFO. FLOOR W/ 14) 10d THAN 4' BUT LESS ' T&B PLYWOOD CRIPPLES @ 16" O.C. Q T PROVIDE SOLID A A EXTERIOR FINISH PER BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS ( NAILS @ 8" O.C. THEN ❑ co THAN 6 _ SHEATHING REQ'D STUDS @ 16" O.C. W! (2) 10d TOENAILS o 0 0 SIMP. HTT4 \ T&B (PLYWOOD PLAN - INT. FINISH PER PLAN SYSTEM TO MATCH PLAN FOR FLOOR T&B) ATTACH SILL W/ (2) 10d " � COL, DIMENSION W/ (18) 10d x 21" NAILS �� ' l SHEATHING REQ'D p SYSTEM INFO. z SEPARATE SHEATHING TOENAILS AT EA. END •• MID-SPAN BLOCKING 2x BOTTOM PLATE W/ REFER TO PLAN FOR TO POST (U.N.O. ON T&B) w BUILT-UP COLUMN ATTACH 2x STUDS W/ (3) 2x STUDS 5, ` UNDER WINDOW OF SILL (MAX OPEN'G MID-SPAN (2) 12d AT 12" O.C. FRAMING PLAN) & �' WIDTH 4'-0"). USE A35 z Q INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ALL THREAD W/ 7" MIN. \'� CLIP AT EA. END FOR Q 3/4" FLOOR SHEATHING STRAPS CENTERED @ EMBEDMENT INTO TIE OPENINGS GREATER O 0 INSULATION PER PLAN ATTACHED PER BEARING WALL PER FLOOR W/ (14) 10d BEAM USING SIMP. SET THAN 4' BUT LESS `n z SEE DETAILS WS10, NAILING SCHEDULE _ PAN BEYOND NAILS '. ' <\ CALIFORNIA CORNER A-A EPDXY THAN 6' WS11 OR WS13 FOR E COLUMNS \ STRAPS SIMPSON CENTERED \ j O O ADDITIONAL FLOOR TRUSSES SE MID-HEIGHT BLOCKING (2) SIMPSON META16 @ INFORMATION THIS PAN FOR DEPTH AND FLOOR TRUSS TO FLOOR W/ (14) 10d � DIRECTION PER BEARING WALL MASONRY WALL NAILS i RI TOP &BOT. 0- I- O SHEET i SCHEDULE / RIBBONS, CONT. 0. Li z (3) 2x STUD PACK NOTE; ALL FLOOR \ (1) SIMPSON LSTA30-� w ~ NOTE: ALL FLOOR z U TRUSSES TO BE P.T. IF COLUMN BASE EXT. SHEATHING ATTACH PER NAILING -- TRUSSES TO BE P.T. IF STRAP CENTERED p U) O NO MOISTURE CONNECTION PER FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN ¢ BARRIER (FELT PAPER ® O PLAN MASONRY ATTACHED (FELT PAPER OR SIM) IS PER NAILING ATTACH 2x STUDS W/ PROVIDED AND GIRDER/BEAM FOR FLOOR T OR SIM) IS PROVIDED SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION I- LL REFERTO IF FLOOR SYS. NOT PRESENT PER FLOOR NAILS ❑ BEARINGI 1/8" GAP BETWEEN FOR FLOOR W _ FOUNDATION PAN STANDARD CORNER A-A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON U) SEE PLAN - - SHEATHING AND CONNECTION w °- _ '� �•"•" '� •••' � •_''•:�• i : -.+: �'.' •��'" � FOR FTG. CMU WALL BELOW PER DETAIL INCDICATED ON a- ^.:. - MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR n -' INFORMATION FLOOR FRAMING. INDICATED BASE STRAP LL. BOND BEAM I-1- '" I 1=�1- SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM — - I;,.',; . ;,..•�•_.MASONRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 p -� FLOOR SYSTEM DRAFT T - �_I PLAN SYSTEM IS 18' TO 36" DEEP USE MST066 W/ 60 16d IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE U STOPPING AT 1000 SQ 1(-�- - - SINKERS AND (14) %"X2 %a' TITENS TO MASONRY BOTH SIDES OF THE WALL PLAN FOR MORE INFO W ° FT MAX: DRAFT< LL' LINTEL AS PER PLAN �� = STOPPING MATERIALS TYPICAL TWO STORY COL. @GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT fiso'�HEADER CONNECTION @ 2nd FLOOR fis__O_�HEADER CONNECTION @ 2nd FLOOR HIGH BM MIN THICKNESS SHALL S03 S09 w U 3/4"=1'-0" Ho EE PLAN T - B5/3220R GYP BOARD 3/4"-1'-0" 3/4"-1'-0" 3/4"=1'-0° , „ w ATTACH TO FLOOR SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN FLOOR SHEATHING SHEATHING PER PLAN TRUSS W/ 8d NAILS AT FLOOR SHEATHING & DETAIL WF10/SD3 DETAIL WF10/SD3 ATTACHED PER FATTACH PER NAILING -- - ATTACH PER NAILING p °`� W 8 NAILING PER FLOOR NAILING PER FLOOR 16" O.C. TOP AND SEE SHEATHING PER PAN PER NAILING TACHED y4 2x STUDS , NAILING SCHEDULE SCHEDULE SCHEDULE 0 FRAMING NOTES FRAMING NOTES 2x STUDS ,SEE z °r PRECAST SILL OR SILL BOTTOM CHORDS FRAMING PLAN FOR - UNDER WINDOWS AND 2x STUDS SEE ATTACH PER NAILING SCHEDULE _O U ;von U FRAMING PLAN FOR - " PER WINDOW SCHEDULE, �y SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR 2x4 #2 SYP BLOCKING `n 2x4 #2 SYP BLOCKING SPACING AND GRADE CONTINUOUS FROM ' � t MANUFACTURER 48" O.C. W/ (2) 12d AND SEE ARCH PLAN AND SEE ARCH PLAN SOLID BETWEEN 4- SPACING AND GRADE @ 48" O.C, W/ (2) 12d p W WRITTEN @ TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TOP OF TOP PLATE TO TOENAILS EACH END W Z Q SPECIFICATIONS TOENAILS EACH END SYS. 42 FLOOR TO VERIFY SIZE GIRDER TRUSS PER w 2x BOTTOM PLATE W/ A35 EA. END TO VERIFY SIZE BOTTOM PLATE. 2x BOTTOM PLATE W/ Z TRUSSES @ 24" O.C. 2x BOTTOM PLATE W/ PLAN 2x4 #2 SYP ANGLE (2) 12d @ 12" O.G. (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. � (� , (2) 12d @ 12" O.C. SHEATHING/ DRYWALL 2 12d @ 12" O.C. AGAINST TRUSS (n EXT FINISH PER PLAN AGAINST TRUSS O PLAN (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) VERTICAL 48" O.C. (1) ROW 8d NAILS @ 3" U I i I J VERTICAL @ 48' O.C. (1) ROW 8d NAILS @ 3' (1) ROW 8d NAILS @ 3° @ O.C. WALL SHEATHING a' W O.C. WALL SHEATHING 12d TOENAILS DOUBLE BOTTOM W/ 3 12d NAILS EACH W/ (3) 12d NAILS EACH O.C. WALL SHEATHING O.C. WALL SHEATHING O IL L TO BOTTOM PLATE/ w o E VERT REINF. BEYOND •' TO BOTTOM PATE/ EA. END PLATE END - z d f.; - END TOP CHORD TO BOTTOM PLATE/ TO BOTTOM PLATE �� TOP CHORD O ¢ PRE-ENG FLOOR TRUSS TOP RIBBON 2x SYP #2 RIBBON (MIN (2) H5 EA. FLOOR 2 ¢ Z v o o MASONRY WALL PER -- _ ,� OR FIELD FRAME 2x4 2x SYP #2 RIBBON MIN J w -� - ) O 16d)NAIOLS BOTTOM4) TRUSS TO DOUBLE ¢ o o PLAN SYS. 42 FLOOR r�NEE HALL STUDS � r/� � CK 2x4 TO TRUSS W/ 4 BOTTOM PLATE, SLIT FLOOR TRUSSES PER D ¢ p LL) �/� '�.� • - GONG. SLAB - TRUSSES @ 24" O.C. @ 16d NAILS; BOTTOM RIBBON TO PT IF FLOOR DECKING TO PAN Z .� o o w o 16" O.C. W/ (2) 16d NAILS SEE TRUSS LAYOUT ACCOMMODATE � O �' Z D 1 z SEE FOUNDATION (MAX) RIBBON TO BE PT IF BRG DIRECTLY ON < Z Q z w E EACH END. TRUSS TO BRG DIRECTLY ON CMU CMU FOR HANGER O Q w ¢ o @ STRAP �_ ¢ U_ _ �` PLAN FOR MORE INFO - _ ATTACH TRUSS v cr p � _, n. - - CMU W/ STRAP PER FIN. FLR. �;; _ / _ STANDARD CONNECTOR - (2) ROWS 8d NAILS @ - ,L _ (2) ROWS 8d NAILS @ BOTTOM CHORD TO o W U z NOTES - 3" O.C. WALL SEE PAN FOR 3" O.C. TYP. WALL 2x RIBBON OR - BEAM BELOW W/ (2) w M f`L_ w W o GRADE MASONRY WALL PER - ''l' (1) ROW 8d NAILS @ 3" MASONRY WALL PER ° I' SHEATHING TO SIMPSON META16 AT _ CANTILEVER SHEATHING TO EA. ROWS 1/4"x3" SDS z O BLOCKING W/ (4) 16d BEAM PER PLAN T_ Z PLAN - ` I.• I.BOTTOM RIBBON MASONRY OR MTS12 RIBBON SCREWS @ 12" O.C. z (/) O - O.C. WALL SHEATHING PLAN 1/8" GAP BETWEEN AT WOOD FRAME OR (3) 16d TOENAILS MAX.I- TO BOTTOM PLATE 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 w (2) ROWS 8d NAILS @ v NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE 3" O.C. WALL A BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PN BARRIER (FELT PAPER C14 OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED TRUSS PER PAN SHEATHING TO BEAM O Q U Z SO TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S, TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION "S,PARALLEL TRUSS TO DROPPED BEAM 0 � 3/4"=1'-0" 3/4"=1'-0 3/4"=1'-0" 3/4"=1'-0" 3/4"=1' 0" 3/4"=11-0"0 00 1W 0 FLOOR SHEATHING SHEATHING PER PLAN PER PAN ATTACHED ATTACH PER NAILING JOIST 2nd FLOOR WALL; SEE PER NAILING SCHEDULE PAN FOR MORE INFO. LLJ SCHEDULE - - Ir IF SHEATHING IS NOT < CONT. TO BOTTOM OF O 2x BOTTOM PLATE W/ FLOOR TRUSS, ❑ 0 ® ®'� (2) 12d @ 12 O.C. CONTRACTOR TOz SIMPSON LSTA18 PROVIDE ADEQUATE A. (1) ROW 8d NAILS @ 3 STRAPS FROM E � W LJJ FLOOR TRUSSES PER O.C. WALL SHEATHING WATERPROOFING. NO STUD TO TRUSS REQ'D z _j _j Z U GONCRTE SAB z r A TO BOTTOM PATE/ ® ` PLAN TOP RIBBON PERMITTED z SEE ARCH DWGS FOR 2x SYP #2 RIBBON (MIN TOPPING INFO ¢ LO `z' 2x4) TO TRUSS W/ (4) w 16d NAILS; BOTTOM w 3/4" PLYWOOD FLOOR LU RIBBON TO BE PT IF SLOPE w DECKING ATTACHED Q LLI _--- t- p D> ® Q J _j BRG DIRECTLY ON �� U)PER NAILING CMU SCHEDULE W SLOPED BALCONY Z c9 FLOOR JOIST (12" J TALL) W/ L US26 OR w STRUCTURAL ENG: BAD (2) H2.5A TRUSS TO LUS46 TO LEDGER u) DRAFTING: W BEAM U.N.O.1 STRUCT: MB (1) ROW 8d NAILS @ 3' O.C. WALL SHEATHING 2x12 #2 SYP CONT. TO BOTTOM RIBBON LEDGER 1,A// (3) 1/4"x4-1/2" • ` U QC CHECK: MRB BEAM PER PLAN - SDS SCREWS EQ. JOB No. ...DWH-0204749 2 ROWS 8d NAILS @ SEE WS10/SD4 FOR r- O ADDITIONAL INFO SPACED VERTICALLY @ :. 3 O.C. WALL 24" O.C. AND @ EA. END ---- � SCALE: AS INDICATED SHEATHING TO BEAM :; ': VERTICAL (MIN. 2" FROM 7 DATE: 3/20/18 TOP & BOTTOM) u Q, Sig PERPENDICULAR TRUSS TO DROPPED BEAM BFO SECTION AT BALCONY NOT USED W 3/4"=1'-0" 3/4"=1'-0" SD4z 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. 1/2"=V-0" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V --- J ADDITIO FROM TOP OF WALL 2x8's MIN. SPF #2 @ 16" FRAMING PLAN FOR SIMPSON H2.5 PLAN FOR MORE INFO. TO BOTTOM OF SILL IMIN. 2x6 #2 SYP— O.C. MAX W/ MID POINT ICONT. LEDGER w/ (2) GIRDER SEE PLAN FOR PLATE ATTACH PER - SHEATHING PER PLAN (2) 12d TOE NAILS _ BLOCKING (U.N.O.) EACH END LEDGER RECESSED SCHEDULE HANGER BY OTHERS ISIMPSON H2.5 EA.I ATTACH PER NAILING ITRUSS —�� I SCHEDULE 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 2x BLOCKING w/ (2) 12d - PLATE W/ 1/2" EPDXY PRE-ENGINEERED -- ANCHOR BOLT OR TO STUDS W/ 3-16d 12d NAILS @ 12" O.C. TOP & SPI @ BASE. LSTA18 OR MSTAM24 EA. SIDE OF (2) 2x SYP #2 BUILT-UP STUDI EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY ---- I MIN. 2x6 #2 SYP CONT. I LEDGER W/ (2) %4'x3-1/211 - USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL J -BOLT W/ MIN. 7" TRUSS PER PLAN SDS WOOD SCREWS @ - - - - - - - - 16" O.C. MAX. & 311 r EMBEDMENT @ 32" TOE NAILS, OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d BETWEEN SHEATHING - FROM EA. END - USE SHEATHING IS NOT 2x BRG WALL W/NAILS SIMPSON SP2 @TOP & 2x BLOCKING W/ (2) 12d BLOCKING BELOW, STRAP STUDS W/ LSTA18 @ 16" O.C. AND (5) 1/4"x2 3/4" TAPCONS PER ATTACHED PER (2) 2x SPF#2 BASE �— LEDGER PER PLAN SPI @ BASE. LSTA18 CONT. #5 IN TIE BEAM PLATE, ATTACH 1ST PLY TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) STRAP; CENTER EXT. FINISH PER SEE FLOOR FRAMING ° TIRUSS SHOP - URAWINGS _ L______---____-- _ _ _ _ _ - J 2x8 SYP #2 LEDGER W/ - - - �' _ MIN (4) 16d NAILS TO OR MT312 MAY BE PLAN FOR MORE INFO NAILS. ATTACH NAILS F1 SECTION @ OPEN TO ABOVE CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN ATTACH PER NAILING SIMPSON CS18 PER USED @BASE LAN RUSS DIREC O.C. DAAX. (INSTALL (4) 2x BASE: PLATE W/ (2) OR LSTA18 & MORE INFO PER NAILING SCHEDULE MASONRY WALL AND W/ (2) 10d TOE NAILS STUDS ABOVE TO ° LOW ROOF TRUSS W/ LLI -.� SIMPSON LUS26 OR 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d STUDS BELOW IF 2 -PLY TRUSS FRAME WALL BOTTOM CHORD FLOOR GIRDER SEE ° BEARING WALL EXTERIOR SHEATHING PLAN FOR TRUSS TO LEDGER REQUIREMENTS. TOENAILS EACH END I CONNECTION FLOOR TRUSS PER 0 L B a ATTACH PER NAILING 0 aIL Uo 0 3/4" FLOOR SHEATHING (2) 2x4 #2 SYP W W I PLAN CONTRACTOR MAY USE 2 Ovo SCHEDULE ATTACHED PER BLOCKING W/ SIMPSON (n O SIMPSON HTT4 AT ROVIDE SOLID BLOCKING—,PRE-ENGINEERED NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS ITHIN FLOOR SYSTEM (2) 2x4 #2 SYP USE (4) 10d & (2) 10d NDER BUILT UP COLUMNS INSTEAD OF INDICATED BLOCKING W/ SIMPSON NAILS. UNDER i z EXTERIOR FLAT STRAP. > 0 HUC24-2 EACH END, a WINDOW JAMBS USE o (2) 2x SPF TOP d seeP�" INTERIOR FLAT STRAP ---- USE (4) 10d & (2) 10d SEE PLA" (2) 2x6 W/ HUC26-2. �_ IS STILL REQUIRED AT _ NAILS. UNDER ® d '' JAMB STUD CONDITION WINDOW JAMBS USE LOW ROOF TRUSS SEE j SIMPSON CS18 STUDS ABOVE' 2 2x6 W/ HUC26-2. k/FLOOR TRUSS PLAN FOR in, SEEARCHSFORO 2x STUDS SEE PLAN o 1101j_(B LOW ROOF TRUSS SEE TRUSS PER CONNECTIONS (IF _ _ FURRING AND INTERIOR FINISH STUDS BELOW - a TRUSS PLAN FOR STUDS ABOVE ARE TRUSS IS CONT. BRG CONNECTIONS _N ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER M TO ALIGN W/ STUDS MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN 0 OR WOOD WALL PER ON WOOD USE HGA PLAN BELOW PLAN CLIPS @ 24" O.C.) HEADER TO !W t � z S14 SECTION @RAISED HEEL TRUSS AS`15SECTION@COMBO TRUSS6qF WALL SPLICE DETAILS 1/2"=V-0" — -- EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V --- J ADDITIO FROM TOP OF WALL O.G. - SEE FRAMING FRAMING PLAN FOR SIMPSON H2.5 PLAN FOR MORE INFO. TO BOTTOM OF SILL IMIN. 2x6 #2 SYP— 2x4 BLOCKING ICONT. LEDGER w/ (2) GIRDER SEE PLAN FOR PLATE ATTACH PER - SHEATHING PER PLAN (2) 12d TOE NAILS _ _ - - ------- _.- _.---------- -.. --- NAILING SCHEDULE IROOF SHEATHING — EACH END LEDGER RECESSED SCHEDULE HANGER BY OTHERS ISIMPSON H2.5 EA.I ATTACH PER NAILING ITRUSS —�� I SCHEDULE 2x8 #2 SYP P.T. SILL L__... ----------_---------------J 2x BLOCKING w/ (2) 12d - PLATE W/ 1/2" EPDXY PRE-ENGINEERED -- ANCHOR BOLT OR TO STUDS W/ 3-16d PARALLEL TO WALL I I TRUSS PER PLAN 2x8 #2 SYP P.T. SILL (2) 2x SYP #2 BUILT-UP STUDI EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY ---- I MIN. 2x6 #2 SYP CONT. I LEDGER W/ (2) %4'x3-1/211 - ANCHOR BOLT OR COLUMNS ROOF LINE J -BOLT W/ MIN. 7" TRUSS PER PLAN SDS WOOD SCREWS @ - - - - - - - - 16" O.C. MAX. & 311 r EMBEDMENT @ 32" TOE NAILS, MAX 1/8" GAP O.C. & 3" FROM EACH 2x BASE PLATE W/ 12d — BETWEEN SHEATHING - FROM EA. END - USE SHEATHING IS NOT AND CMU SHEATHING ~ I (3) SCREWS FOR 24" ( SIMPSON LUS26. USE SYSTEM BELOW ATTACHED PER (2) 2x SPF#2 BASE �— LEDGER PER PLAN FECES$ LEDGER INTO O.C. I LUS26-2 FOR 2PLY CONT. #5 IN TIE BEAM PLATE, ATTACH 1ST PLY W/ (3) 10d TOENAILS PLYWOOD FLOORING — (TRUSS. VERIFY W/ I TRUSS W/ (2) 16d NAILS @ EACH EXT. FINISH PER SEE FLOOR FRAMING LEDGER W/ (4) 16d TIRUSS SHOP - URAWINGS _ L______---____-- _ _ _ _ _ - J 2x8 SYP #2 LEDGER W/ - - - �' _ MIN (4) 16d NAILS TO - — -- EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V --- J ADDITIO ARCHS O.G. - SEE FRAMING FRAMING PLAN FOR SIMPSON H2.5 PLAN FOR MORE INFO. TRUSS TO LEDGER I IMIN. 2x6 #2 SYP— 2x4 BLOCKING ICONT. LEDGER w/ (2) GIRDER SEE PLAN FOR BETWEEN STUDS W/ - SHEATHING PER PLAN (2) 12d TOE NAILS IMAX - EQUALLY ATTACH PER NAILING EACH END LEDGER RECESSED SCHEDULE INTO TRUSS. VERIFY IO.C. IS REQUIRED 2x8 #2 SYP P.T. SILL L__... ----------_---------------J 2x BLOCKING w/ (2) 12d - PLATE W/ 1/2" EPDXY RECESS LEDGER ANCHOR BOLT OR TO STUDS W/ 3-16d PARALLEL TO WALL J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL 23/4 fi EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY STOPPED BELOW FROM EA.END ANCHOR BOLT OR SHEATHING FROM ~~ ^ ROOF LINE J -BOLT W/ MIN. 7" ALIGN 2ND FLOOR TOP OF WALL TO DBL EMBEDMENT @ 32" TOE NAILS, MAX 1/8" GAP O.C. & 3" FROM EACH 2x BASE PLATE W/ 12d — BETWEEN SHEATHING END __ SHEATHING IS NOT AND CMU SHEATHING ~ CONT. ADD BLOCKING SYSTEM BELOW ATTACHED PER (2) 2x SPF#2 BASE @ SHEATHING SPLICE ��-- CONT. #5 IN TIE BEAM PLATE, ATTACH 1ST PLY W/ (3) 10d TOENAILS PLYWOOD FLOORING — a' W/ (2) 16d NAILS @ EACH EXT. FINISH PER SEE FLOOR FRAMING LEDGER W/ (4) 16d ARCHS - PLAN FOR MORE INFO NAILS. ATTACH NAILS F1 SECTION @ OPEN TO ABOVE 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 12 2x8 #2 SYP SILL PLATE PER PLAN W/%2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT • �- - MASONRY WALL PER ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH PLAN (2) 2x TOP PLATE - --� w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS SIDE OF G.T. USE (4) OPT. TRUSS RECESS LEDGER 16d NAILS) D01 LEDGER @GIRDER 3/4"=1'-0" I LEDGER @ OPEN TO BELOW SEE 2ND — — ----_ ---.------•-------I r WALL SE PER ELEV. ADDITIO STUDS ABOVE USING SIMPSON H10A 1i INFORW FRAMING PLAN FOR SIMPSON H2.5 & CONNECTION INFO TRUSS TO LEDGER I IMIN. 2x6 #2 SYP— & CONNECTIONS ICONT. LEDGER w/ (2) GIRDER SEE PLAN FOR I%4"x3" SDS WOOD WINDOW ATTACHMENT ISCREWS @ 16" O.C. INFO. IF WALL IMAX - EQUALLY a ( OF LEDGER - SPACED & 3" FROM END LEDGER RECESSED IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS I L__... ----------_---------------J 2x BLOCKING w/ (2) 12d - OPT. TRUSS RECESS LEDGER SECTION @ LOW ROOF 3/4"-11_011 EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD --� SIMPSON H10A @ `\ EACH DIAGONAL BRACE �\ �- SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD ABOVE TO STUD BELOW W/ 11" END LENGTHS & \ �' (18)-18d NAILS \ 2x BOTTOM PLATE, ATTACH TO DOUBLE \ TOP PLATE W/ (2) 1/4" x 4-1/2" SDS SCREWS @ 12" O.C., STAGGER �\ ROWS 6" IF SHEATHING IS NOT w CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEARING -- WALL SCHEDULE FOR CMU WALL PER PLAN STUD BASE CONNECTION & BOTTOM PLATE ANCHORS fiFl 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 O.H. STUDS TO ALIGN W/ TO BEARING VV/ -%L- PER ELEV. (2) 2x HEADER SEE STUDS ABOVE USING SIMPSON H10A 1i 2x #2 SPF STUDS @ 16" FRAMING PLAN FOR PLAN FOR MORE INFO & CONNECTION INFO FROM TOP OF WALL TO PLANS & CONNECTIONS 3/411=1'-0" GIRDER SEE PLAN FOR F1 TYPICAL CONNECTION GIRDER OR BEAM WINDOW ATTACHMENT - INFO. IF WALL (5) 10d NAILS INTO HEADER WINDOW SEE PLAN LSTA18 STRAPS ARE FOR LOCATION GIRDER BELOW 2x BLOCKING w/ (2) 12d - 2X4 #2 SYP NAILER MORE INFO IF TOENAILS EACH SIDE TO STUDS W/ 3-16d PARALLEL TO WALL IF WALL SHEATHING IS @ EA. STUD. ATTACHED PER STOPPED BELOW ATTACH TRUSS TOEXT. SHEATHING FROM ~~ ^ ROOF LINE NAILER W/ (3) 10d ALIGN 2ND FLOOR TOP OF WALL TO DBL OXY z Q Lrt TOE NAILS, STUDS w/ 1ST FLOOR BOTTOM PLATE. IF 2x BASE PLATE W/ 12d — ROOF AND EXTERIOR STUDS SHEATHING IS NOT @ 24" O.C. TO FLOOR SHEATHING ~ CONT. ADD BLOCKING SYSTEM BELOW ATTACHED PER (2) 2x SPF#2 BASE @ SHEATHING SPLICE TO BUILT UP STUD NAILING SCHEDULE PLATE, ATTACH 1ST PLY W/ (3) 10d TOENAILS PLYWOOD FLOORING — 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 SEE FLOOR FRAMING LEDGER W/ (4) 16d TRUSS, THEN ATTACH @ TOP REQ'D PLAN FOR MORE INFO NAILS. ATTACH NAILS 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING INTO END OF EA. @ 12" O.C. ATTACH PER NAILING FLOOR TRUSS, 24" SIMPSON CS18 PER SCHEDULE LAN RUSS DIREC O.C. DAAX. (INSTALL (4) WF16/ 2x4 SYP#2 BLOCKING & MORE INFO NAILS AT EA. SIDE OF W/ (2) 10d TOE NAILS STUDS ABOVE TO G.T.) LOW ROOF TRUSS W/ LLI -.� SIMPSON LUS26 OR (2) 2x TOP PLATE 16" TALL RAISED HEEL STUDS BELOW IF 2 -PLY TRUSS SEE PLAN FOR BOTTOM CHORD FLOOR GIRDER SEE SIMPSON LUS26-2 BEARING WALL EXTENSION PLAN FOR TRUSS TO LEDGER REQUIREMENTS. ATTACH EACH TRUSS CONNECTION 8" CMU WALL TYP 0 L B EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" O.C. SCHEDULE 2x4 STUDS @ 16" O.C. 1/2" GYP. BOARD --� SIMPSON H10A @ `\ EACH DIAGONAL BRACE �\ �- SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD ABOVE TO STUD BELOW W/ 11" END LENGTHS & \ �' (18)-18d NAILS \ 2x BOTTOM PLATE, ATTACH TO DOUBLE \ TOP PLATE W/ (2) 1/4" x 4-1/2" SDS SCREWS @ 12" O.C., STAGGER �\ ROWS 6" IF SHEATHING IS NOT w CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEARING -- WALL SCHEDULE FOR CMU WALL PER PLAN STUD BASE CONNECTION & BOTTOM PLATE ANCHORS fiFl 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 O.H. STUDS TO ALIGN W/ TO BEARING VV/ -%L- PER ELEV. SEE FLOOR STUDS ABOVE USING SIMPSON H10A 1i 2x #2 SPF STUDS @ 16" FRAMING PLAN FOR O.C. w/ EXT. SHEATHING & CONNECTION INFO FROM TOP OF WALL TO PLANS BOTTOM OF TRUSS/ PLAN FOR LOCATIONF2 GIRDER SEE PLAN FOR F1 TYPICAL CONNECTION GIRDER OR BEAM WINDOW ATTACHMENT - INFO. IF WALL (5) 10d NAILS INTO HEADER 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 irrF I OXY z Q Lrt STUD U.N.O. LSTA30 HEADER L_ — ~ SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x4 TOP PLATE (2) 2x SPF TOP STUDS TO ALIGN W/ TO BEARING VV/ -%L- SEE TRUSS LAYOUT SEE FLOOR STUDS ABOVE USING SIMPSON H10A 1i FOR TRUSS LOCATION FRAMING PLAN FOR U.N.O. ON FRAMING & CONNECTION INFO MORE INFO. VERIFY PLANS PER BEARING WALL PLAN FOR LOCATIONF2 SECTION @ 2 -STORY BRG. F1 TYPICAL CONNECTION GIRDER OR BEAM AND DIRECTION � (2) 2x HEADER SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x4 TOP PLATE (2) 2x SPF TOP UON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS IFI 2 STORY INTERIOR BEARING WALL 3/4"=1'-0" I \ % 11'=11-0.1 —JLL 2x4 BLOCKING W/ (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN a 00 'i\f ��uemoovvy �7'/f% Bio LLI V Q 00 2X4 SYP #2 DIAGONAL o Z BRACE @ 48" O.C. MAX. �o Y(q C , p p'� Q U v a 45 FROM HORIZONTAL BRACEU o Oo LLI Q NOT REQUIRED O r� r�Z 6' FROM EAVES. /�m� v ��' O � 0 In NOT USED �1_j 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. � mUj 2E2L.LzU OLL� O z z 3: w Z W = O OzF-bid U w0J�LL� CAH TWO zF-0-0�� _ 01 1- W z T rn f- w0or¢CLW = E- LL (D >< LL x U_NP--� LL W O LLO M 00 06 a a , i u.J 0 Q C7 X z O � O O W E- T W O C 0 O - r>r UL o W � a W C C� VLL 1 VVIY✓. I L/\IY 1 VI\ 1 1 PLATES U.N.O. STRAPS TOP & 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD A WALL & WALL OPENINGS @ 32"o.c. C TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL � Ora '+• �'�� MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE � (2) 2x HEADER (5) 10d NAILS INTO HEADER � G SEE HEADER SUPPORT SCHEDULE SEE FLOOR PLAN FOR MORE INFO V,.`0�0 SP4 TOP OF EA.J'* ,r d� OXY z Q Lrt STUD U.N.O. LSTA30 HEADER SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN Uj STUDS ABOVE TO STUDS ABOVE ARE U7 w Oz STUDS BELOW TO ALIGN W/ STUDS - SIMPSON CS18 ( Q z i O N U � BELOW STUDS ABOVE TO _ ( � L-Lj L- O } LQ (,1_ C J IaV OU SIMPSON CS18 LLI -.� STUDS BELOW STUDS ABOVE TO F- z- :f W o U.N.O. HEADER BELOW 0 o B a o 0 0 0 aIL Uo 0 1 W W 2x SPF BASE 2 Ovo PLATE (n O ROVIDE SOLID BLOCKING—,PRE-ENGINEERED ITHIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM i z > 0 LL a o (2) 2x SPF TOP d o 0 PLATES U.N.O. W ® d ) j SIMPSON CS18 STUDS ABOVE' (2) 2x HEADER SEE FLOOR PLAN . FOR MORE INFO in, 2x STUDS SEE PLAN o 1101j_(B . 0 0 F_ STUDS BELOW C7, STUDS ABOVE ARE 0_j 1W M TO ALIGN W/ STUDS o STA30 0 ® BELOW W �W HEADER TO !W t � z o_ WC) W BUILT UP QCL� STUD 2x P.T. BASE PLATE SEE i 1 STRUCTURALENG: BEARING SCHEDULE FOR DRAFTING: 1 -STRUCT: MB QC CHECK: A.B• INFO > JOB No. DWH-0204749 SCALE: AS INDICATED 1 I 3/20/18 i ) UON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS IFI 2 STORY INTERIOR BEARING WALL 3/4"=1'-0" I \ % 11'=11-0.1 —JLL 2x4 BLOCKING W/ (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN a 00 'i\f ��uemoovvy �7'/f% Bio LLI V Q 00 2X4 SYP #2 DIAGONAL o Z BRACE @ 48" O.C. MAX. �o Y(q C , p p'� Q U v a 45 FROM HORIZONTAL BRACEU o Oo LLI Q NOT REQUIRED O r� r�Z 6' FROM EAVES. /�m� v ��' O � 0 In NOT USED �1_j 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. � mUj 2E2L.LzU OLL� O z z 3: w Z W = O OzF-bid U w0J�LL� CAH TWO zF-0-0�� _ 01 1- W z T rn f- w0or¢CLW = E- LL (D >< LL x U_NP--� LL W O LLO M 00 06 a a , i u.J 0 Q C7 X z O � O O W E- T W O C 0 O - r>r UL o W � a W C C� VLL 1 VVIY✓. I L/\IY 1 VI\ 1 1 V. 1\L.a(. ✓ STRAPS TOP & 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD A WALL & WALL OPENINGS @ 32"o.c. C TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL � Ora '+• �'�� MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE � WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER � G SEE HEADER SUPPORT SCHEDULE UON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS IFI 2 STORY INTERIOR BEARING WALL 3/4"=1'-0" I \ % 11'=11-0.1 —JLL 2x4 BLOCKING W/ (2) 16d NAILS @ EA. END. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN a 00 'i\f ��uemoovvy �7'/f% Bio LLI V Q 00 2X4 SYP #2 DIAGONAL o Z BRACE @ 48" O.C. MAX. �o Y(q C , p p'� Q U v a 45 FROM HORIZONTAL BRACEU o Oo LLI Q NOT REQUIRED O r� r�Z 6' FROM EAVES. /�m� v ��' O � 0 In NOT USED �1_j 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. � mUj 2E2L.LzU OLL� O z z 3: w Z W = O OzF-bid U w0J�LL� CAH TWO zF-0-0�� _ 01 1- W z T rn f- w0or¢CLW = E- LL (D >< LL x U_NP--� LL W O LLO M 00 06 a a , i u.J 0 Q C7 X z O � O O W E- T W O C 0 O - r>r UL o W � a W C C� U � Ora '+• �'�� j � � G V,.`0�0 ,r d� OXY z Q Lrt (D_ Uj U7 w Oz H ai a> ( Q z i O N U � _ ( � L-Lj L- O } LQ (,1_ C J IaV OU LLI -.� Q > <O O m z O Q .. F- z- :f W o Z Z)' z p L aIL Uo 0 1 W W 2 Ovo (n O i z > 0 LL W ® d WW j W:F in, o T_ 0 0 F_ C7, 0_j 1W M Z ® W �W !W t � z o_ WC) W (� QCL� i i 1 STRUCTURALENG: BAD DRAFTING: 1 -STRUCT: MB QC CHECK: MRB > JOB No. DWH-0204749 SCALE: AS INDICATED DATE: 3/20/18 i ) i bU5 STANDARD (3) 2X12 MIN. (3) 2x SYP #2 STRINGERS W/ STUDS REQ'D @ END SIMPSON A34 CLIP TO OF LANDING W/ MIN. (6) FLOOR SYSTEM 16d NAILS FROM LEDGER TO STUD PACK LINE UP 2xJOIST IN 3 2X12 LINE WITH MIDDLE STANDARD O 2x12 STRINGER TO BE STRINGERS W/ UTILIZED AS BLOCKING SIMPSON A35 / A34 CLIP TO FLOOR �~ SYSTEM & LANDING FRAMING �— 2xJOISTS @LANDING (D @ 1611O.C. W/ SIMPSON A35 OR LUS26 HANGER z ON EACH SIDE 2i O Q v z 6" MIN. 4 v� 0 i��d�•�.d u.l c �� oo m �n�� 0. X �b� o� Z. z LL -�� O "Q U 2 2X BEAM PER 2XJOIST P.T. IF— () ( o w W1; w w c'c� „C) - ° SCHEDULE REQ'D @ 4'-0" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LAND NG MASONRY WALL) CONTZ.,❑ STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d Ln CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16 NOT USED O.C. MAX. ,� _ TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4 z z ��'�'v��°� u BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" F- BELOW O.C. MAX. FOR, w A -A PLAN VIEW aC� 90 DEGREE TURN LANDING MASONRY WALL) 10"MIN. 0 SEE SCHEDULE FOR MAX WIDTH OF LANDING O z Q MIN. (3) 2x SYP #2 'fl Q a' STUDS REQ'D @ END Q Q o OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB w 16d NAILS FROM SEE PLAN FOR DEPTH I SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER D E`�' I AI L — -- — -- -- O PACK STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING FRAMING LU (2) 2x BEAM PER 2x JOIST (P.T. IF z o SCHEDULE REQ'D �"` @ 2x JOISTS PER ATTACHING TO z % d END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT gag CROSS SECTION OF BEAM TO LEDGERLL 3 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d O O L co CONNECT TO. BEAM U A35 OR LUS26 HANGER NAILS @ 16" O.C, MAX. z TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" _ Gv BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Z 0 BELOW O.C. MAX. FOR STRINGERS TO BE 0 A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING L Cz`� SEE SCHEDULE FOR MAX WIDTH OF LANDINGW J r (3) 16d TOENAILS - NOT USED ® 0— A35— PER GENERAL FLOOR CONSTRUCTION A35 @ EA. STRINGER w s MAX WIDTH W O TO LANDING B OF LANDING SEE ARCHS. FOR MAX. 2x8 8--0" B RISE OF STEPS AND I NOTES (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" Q X LU (2) 2x BEAM PER 2x JOIST (P.T. IF z o SCHEDULE REQ'D �"` @ 2x JOISTS PER ATTACHING TO z % d END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT gag CROSS SECTION OF BEAM TO LEDGERLL 3 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d O O L co CONNECT TO. BEAM U A35 OR LUS26 HANGER NAILS @ 16" O.C, MAX. z TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" _ Gv BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Z 0 BELOW O.C. MAX. FOR STRINGERS TO BE 0 A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING L Cz`� SEE SCHEDULE FOR MAX WIDTH OF LANDINGW J r (3) 16d TOENAILS - NOT USED ® 0— A35— PER GENERAL FLOOR CONSTRUCTION A35 @ EA. STRINGER w s MAX WIDTH W O TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8--0" 12'-0" RISE OF STEPS AND I NOTES (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" Q (3) 2x12 2x8 BOTTOM CHORD (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH O 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4-4- MID SPAN BLOCKING (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9'_0" \ lo I 2x6 HEIGHT AND PLAN — TO MATCH JOIST PLYWOOD SHEATHING LAYOUT. HEADER p (2) 2x12 2x8 WITHIN SUPPORT 81-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T OVER LANDING (2) 2x12 v_� FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @MID-SPANSUPPORT A (2) 2x12 A 8'-0" (1) 2x12 (1) 2x8 TOENAILS EACH END IF ATTACHING TO ATTACHED PER INFORMATION. A34 @ EA. STRINGER 0 O 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO —� I I 2x JOIST (P.T. IF MASONRY WALL) GENERAL FLOOR III ATTACHING TO O Z IIII MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII O CONSTRUCTION NAILS @ 16" O.C. MAX. a1-— � � s TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I IIII x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER g ? NOTES IIII wEE MASONRY LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) 0 16"O.C, WALL SEE PLAN FOR z 0 (� O MORE INFO SLAB USING MIN. (4) BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. LL o z 5 MAX O 0 D DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING LU BEAM @ END OF _j W p LANDING PERQ Q 0 SCHEDULE T LL wQ � ❑ C0 w SEE PLAN FOR w 0- MASONRY WALL ORL WOOD WALL — -- -- — — - — -- SIMPSON A36 0 CONNECTIONS L W MASONRY WALL OR M FRAME WALL BEYOND a LU (2) 2x BEAM PER 2x JOIST (P.T. IF z o SCHEDULE REQ'D �"` @ 2x JOISTS PER ATTACHING TO z % d END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT gag CROSS SECTION OF BEAM TO LEDGERLL 3 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d O O L co CONNECT TO. BEAM U A35 OR LUS26 HANGER NAILS @ 16" O.C, MAX. z TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" _ Gv BUILT UP COLUMNS x 3 1/2" TITENS @ 16" Z 0 BELOW O.C. MAX. FOR STRINGERS TO BE 0 A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) NOTCHED AT LANDING L Cz`� SEE SCHEDULE FOR MAX WIDTH OF LANDINGW J r (3) 16d TOENAILS - NOT USED ® 0— A35— BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS A35 @ EA. STRINGER JOISTS MAX WIDTH AT LANDING TO LANDING (#2 SYP) OF LANDING SEE ARCHS. FOR MAX. 2x8 8--0" 12'-0" RISE OF STEPS AND I 3/4" O.S.B. W/ 8d NAILS — (1) 2x12 (1) 2x8 MIN. TREAD DEPTH 4'-0" @ 3 O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-0" PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 10'-0" (2) 2x12 2x6 BEAM/FLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4-4- PER PLAN (3) 2x12 2x12 9'-0" (2) 2x12 2x8 PENDING LANDING 9'_0" \ lo I 2x6 HEIGHT AND PLAN — (3) 2x12 LAYOUT. HEADER 9'4" (2) 2x12 2x8 WITHIN SUPPORT 81-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 2x12 STRINGERS ONE (2) 2x12 2x8 FOR REQUIRED ON EACH SIDE AND (1) 2x12 (1) 2x8 2x6 HEADER AND ONE @MID-SPANSUPPORT A (2) 2x12 A 8'-0" (1) 2x12 (1) 2x8 2x6 INFORMATION. A34 @ EA. STRINGER 5'-0" OR LESS (2) 2x12 2x8 TO LANDING (1) 2x12 (1) 2x8 2x6 6'-0" 2x ATTACHED TO —� I I 2x JOIST (P.T. IF STRINGER III ATTACHING TO Z IIII MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONEIIII IIII NAILS @ 16" O.C. MAX. ON EACH SIDE AND IIII TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III I IIII x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR WALL) A35 CONNECTION — -_..- IIII SCHEDULE @ END OF MASONRY 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) BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 D 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 61-0.1 (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6-01' (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 64" (1) 2x12 (1) 2x8 2x6 4-4- (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'_0" (1) 2x12 (1) 2x8 2x6 5'4" (3) 2x12 2x8 9'4" (2) 2x12 2x8 7'4" 81-0" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 96_0" (2) 2x12 2x8 7'-01' 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0 " 5'-0" OR LESS (2) 2x12 2x8 g'-0" (1) 2x12 (1) 2x8 2x6 6'-0" wZ�cfln o p Q ZV?Na> a z Z odMI_ LUU) m" O W - U) rY o >= o 0 3/z 1 " U Z U) Qo0¢�c SEE ARCH PLAN I I 2x4 CONT. TOP PLATE Q 1-- r� z Q `t w Y o MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO U s o � _j a STUDS W/ (2) 16d TOE —j W Lo 2x4 #2 SPF STUDS %< X NAILS ? Z w0 0 o 2x6 VERTICAL @ 6'-0" @ 24 O.C. 2x4 SILL PLATE W/ (2) ( 2x4 #2 SPF STUDS @ U O O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. 24"� TO OPENING W/IN (NOTCHED @ 2x6 O.C. TOENAILSS BOTTOM w M HANDRAIL VERTICAL LOCATIONS), v r NOTCH SILL PLATE z KNEEWALL FOR VERTICAL NOTCH SILL AND 0 PLYWOOD FLOORING - O TO ALLOW VERTICAL CQj 0 L 2x L -BRACE W/ 12d TO SLIDE DOWN TO < NAILS 4" O.C. 2x6 VERTICAL AND @ FACE OF TRUSS z �' L -BRACE @ 6'-0" O.C. & p @ ANY OPENING LU 2x4 CONT. TOP PLATE OIL W ATTACH 2x6 VERTICAL (ATTACH TOP PLATE j z TO TRUSS W/ (3) %" x 3" 3 1/2" TO STUDS W/ (2) 16d W W DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS z W 04 SECTION X -X N.T.S. o 0 N_ �t EQUALLY` SPACED/CENTERED IN I 2x4 #2 SPF STUDS @ 0 0 0 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER j (, ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BESTU}(� NAILDS W/(2)16d TOE 32" ATTACHED TO TRUSS s WW D U BELOW (OTHERWISE F SEE ARCH PLAN ®-- o 0 MAX. 4'-0" ABOVE FLOOR ATTACH W/ (2) 12d TOENAILS @ BOTTOM) z W V- D. W 2x4 #2 SPF STUDS @ X X l F- W i z a 24" O.C. W/ (2) 12d NOTCH FLOOR I 2x4 SILL PLATE W/ (2) :E TOENAILS BOTTOM I SHEATHING TO 16d TOE NAIL EA. S 0 0 ACCOMMODATE 2x CONT. BRACE & 10d O 0 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO o (Y 0 W NOTCH SILL AND 10d NAILS @ 4" O.C. FLOOR SHEATHING z I- ® :E 0� PLYWOOD FLOORING A (NOTCHED @ 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS u TO SLIDE DOWN TO I W/ (2)%"x3" SDS ❑ STRUCTURAL ENG: BAD FACE OF TRUSS SCREWS EQUALLY w DRAFTING: - SPACED & CENTERED IX i STRUCT: MB ATTACH 2x6 VERTICAL 2x6 VERTICAL AND -- IN TRUSS -- - - - TO TRUSS W/ (3) %" x T' \ L -BRACE @ 6'-0" O.C. & v QC CHECK: MRB SDS WOOD SCREWS @ANY OPENING X JOB No. DWH-0204749 ~ BASE PLATE PER FLOOR PLAN NOTE: EQUALLY cn ---- ------- ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN ¢ SCALE: AS INDICATED ® Q 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE Z DATE: 3/20/18 rSTo1 GENERAL LANDING 4x 3.(1)2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR rST03�SECTION HANDRAIL W/ FACE OF TRUSS W STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL 20 PLY BEAM TOGETHER USING 2 12d NAILS AT 4" O.C. ( () e e SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR W STAIR FRAMING INFO SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID FLOOR TRUSSES SCALE: 3/4" = V-0" � UNDER BEAMS LESS THAN 2x12) N.r.s. U)ST1 T 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.