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GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS. IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING STATIONS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 111 . 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No.2" BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Wine U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Wine U.N.O. Fb =2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv =285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD 150 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX VV/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-63. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. *"EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL VV/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/s' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 STRUCTURAL NOTES & COVER WIND PRESSURE & SUCTION EFFECTIVE UPDATES (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SQ FT) (-)VALUE DENOTES SUCTION AREA O O5 10 (+) 21.2 (+) 21.2 FLOOR PLAN - 22.9 - 28.3 (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 (+) 19.0 (+) 19.0 50 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 ELV-1 -) 19.8 1 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" ELEVATION PLAN (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAMQq O 0 - � STANDARD DESIGN PRESSURE NOTES 1. ASCE 7-10 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS PER FLORIDA BUILDING CODE 6th EDITION (2017). WIND SPEED IS BASED ON LINEAR INTERPOLATION FOR THIS SITE. 2. MEAN ROOF HEIGHT FOR A TYPICAL SINGLE STORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY VV/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. RECORD COPY REVIEWED FOR CODE COMPLIANCE PLA�sNS XA INER DATE SANFORD BU1LDINQ DIVISION 1A PERMIT IS2UE`D SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHOPITY TO V101 -ATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER RE"UIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE 1COMPACTION FEST REQUIRED Kesults to be Verified at Slab Inspection ,RED I #'IS -2929 David Weekley Homes REAGAN POINT - LOT 30 4620 TAM P I CO WAY, SAN FO RD, FL 32773 MODEL 7499 CHRISTIE ELEVATION GARAGE NORTH 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. ti INDEX OF DRAWINGS rn M SHEET ���ii SHEET TITLE ,•+ * d Y `r ••s••q• ��A- �; J S1 •••� STRUCTURAL NOTES & COVER a© J O PHS UPDATES as FS -1 FOUNDATION FORMS PLAN U TB -1 yd. •%. TIE BEAM PLAN � -5, PLN -1 FLOOR PLAN z ELE-1 UTILITY PLAN (D INT -1 O INTERIOR DETIALS INT -2 J STAIR SECTION 06 INT -3 CLOSED STAIR SECTION Z ELV-1 ELEVATION PLAN U ELV-2 J ELEVATION PLAN J RFP -1 ROOF PLAN z< PLT -1 PLOT PLAN O 0 - � W v� H LL W, wM[La CD S2 W FOUNDATION PLAN 2 S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S3.1 �Q�CIDLU FOUNDATION DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN S6 MODEL SPECIFIC DETAILS SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 6/17/2016 CREATED ELEV. A & B W/ MINOR OPTIONS (ACCUSPAN) EA 2 3/2/2017 UPDATED TO 9'-4" TOP OF MASONRY (ACCUSPAN) AND UPDATED PER NEW MCD STDS AND DETAILS EA 3 5/5/2017 UPDATED PER LOT TRUSSES (ACCUSPAN) FOR RPT -35 & RPT -39 EA 4 6/2/2017 UPDATED TO STEM WALL FOUNDATION PER COMMUNITY UPDATE EA 5 4/16/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.C. 6TH EDITION (2017) RESIDENTIAL JW 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. ti W Q 0 z 0 _CL X U U) W 0 W W Uj rn M ° ���ii 10 ,•+ * d Y `r ••s••q• ��A- �; J o Z •••� •••.�A i Q U_6 -CJ a© J O _ as cr Q� O U OZ yd. •%. •• �� m � -5, 01 W Q 0 z 0 _CL X U U) W 0 W W STRUCTURALENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED 1 DATE: 6/11/18 1 S1 U ° 10 A o 4k � LU _ as ° 0 O U Z z °� G .__I W z � no (D W O Q 0W O J LLI J Z a 06 LLI `° (� r, - Z PZv 8 <z -(,N- C U O o M - 0 U - J J fn YO}o 8 <=OOa� z< 0 Q W Y O 0 - � W v� H LL W, wM[La CD O W 2 05; STRUCTURALENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED 1 DATE: 6/11/18 1 S1 M ti N J LL m � no W O WLLI J Z a M u 0 U - - JWO~ wM[La CD W�r`Fa-a 05; �Q�CIDLU STRUCTURALENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED 1 DATE: 6/11/18 1 S1 ARCHIVEPLAN REVISIONS # BY DATE DESCRIPTION 1. XS 09-07-2016 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION 2. LW 11-4-2016 -REVISED WINDOWS @ OWNER'S RETREAT (3) 3-4 5-2 SH 3. LW 12-6-2016 ALL ELEV: - REVISED T.O.M. TO 9'-4" ILO 10'-0" - REMOVED (1) RISER FROM TOP OF STAIRS - REVISED WINDOW @ KITCHEN WINDOW TO 36X54 FX @ 8'-0" - REVISED TOP OF PLATE ON RP TO 19'-8" PLT. HT. 4. JS 7-06-2017 ALL ELEV: - FLIP DOOR SWING AT O.R. BATH W.C. -REVISE WALL AT CLOSET ADJACENT TO FAMILY ROOM 6" 5. JS 12-20-2017 ALL ELEV: -REMOVE STORAGE SHELF FROM OWNER'S CLOSET 2N3� _ r2- HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST _ Eo��3 cp �' = i y 3 0 Y as N3yc=- o0 ASR REV # BY DATE DESCRIPTION 1. AO 5-23-18 UPDATE PLOT PLAN. MOVE HOUSE TO MEET FRONT SETBACK AT CORNER. O ) L ) V O p i i ~ H d Z � ►7a C >'j E G. 14=c 00 2N3� _ r2- HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST NORTH 7499-B PHS CHRISTIE ORLANDO .l c ' O O O ) L ) V O p i i ~ H d Z � ►7a C >'j E G. 14=c 00 2N3� _ r2- E 0 _ Eo��3 cp �' = i y 3 0 Y as N3yc=- o0 0�cg O0 C�LQ E y V v w 0 A E O N°M �3 �evaiQ-�,LL d;�=y�vr E• alta>L� �—N.c�evaEeyaH NORTH 7499-B PHS CHRISTIE ORLANDO .l O TZ Z � ►7a cp C�LQ A � NORTH 7499-B PHS CHRISTIE ORLANDO .l 24'-0" J. 20'-0" 4'-0" .2'-0" 16'-0" ,.2'-0" 1. FIRST FLOOR 6'-4" 4'-4" 24'-0" EM 13'-4" m >- a M M N c 0 sv O � 0 L 4) -0 av" �.. a) �. N 'a 4) N 4 Q c E �'.a E a ma_0co v J 0 O C H= 44 C •= E G t c c G> cc °� �s = 1=oc,wd3 = °pox a) 3Nco== +� O c O O o Y � EyL. 4a— d c L O t c - d% - o A 4� d V = N LQ. i •G> 1= i m d L 7 G7 c° :i iL+ H 0 cm m cc to to PAD `\ I � I I � I � I I I I bo I I I I I I I I I I I I I I I I I I I I I I I I I I I i\1 I I I I ' 19'-4" I 4'-8" I I I I I I I L____ --_-_-- I I I b I I I I I I b I I 1 1 L I I I I I I I I I 8' -10" ELEC. I I LF I 1, II I I I r �- �� I O 11 �\ zy V 1 i �,4�► I ' I I m , I 2'-2" ,-211 �_ ---^"1-- ! ------q---- J ! jL�h, j d ► _JI_ IL-cam--A I _ FIRST FLOOR 6'-4" 4'-4" 24'-0" EM 13'-4" m IN >- a M M N c 0 sv O � 0 L 4) -0 av" �.. a) �. N 'a 4) N 4 Q c E �'.a E a ma_0co v J 0 O C H= 44 C •= E G t c c G> cc °� �s = 1=oc,wd3 = °pox a) 3Nco== +� O c O O o Y � EyL. 4a— d c L O t c - d% - o A 4� d V = N LQ. i •G> 1= i m d L 7 G7 c° :i iL+ H 0 cm m cc IN >- a M M N ti 0 no Lo 0 av" nti ao r O JUL 44 w W � � �N•� � Z. L A IN >- a M M N ti � no � >- a M M ti � M Z 0 av" ao O JUL WNZ NORTH 7499-B FS -1 CHRISTIE ORLANDO PRE -CAST LINTEL SIZE & TYPE PER ENGINEER BEAM SIZE & TYPE PER ENGINEER FIRST FLOOR TIE BEAM LEGEND 9-4 T.O.M. Tl 8-8 T.O.M. 9-4 T.O.M. r r C O O O tG I o d v 0-0 O O c I N .O 0 0 d fl. I � I =E E 0 0 c J C' c � 8-8 T.O.M. � O H C Cc d' H C %� +�+ C 0 Z 4) cc _ E o���3 to � 2V� ftftft%N 0=o32 01 r C y C v c Y _ z 0 C� d H v t00 _ 0 'S A •> L 0 tQ.oO�v� cc r E P w arca �a H 9-4 T.O.M. 9-4 SOFFIT 9-4 T.O.M. _ = _ = 9-4 T.O.M. BEAM SIZE & TYPE PER ENGINEER FIRST FLOOR TIE BEAM LEGEND 9-4 T.O.M. Tl 8-8 T.O.M. NORTH 7499-B TB -1 CHRISTIE ORLANDO r r C O O O tG d d v 0-0 O O c E' C. i d N .O 0 0 d fl. =E E 0 0 c J C' c � � O H C Cc d' H C %� +�+ C Z 4) cc _ E o���3 to � 2V� ftftft%N 0=o32 01 r C y C v c Y _ z C O 0 o x o=== O C� d H v t00 _ 0 'S A •> L tQ.oO�v� cc r E P w arca �a H NORTH 7499-B TB -1 CHRISTIE ORLANDO r r O O r ' r W to � 2V� ftftft%N •� Z. C� LQ A NORTH 7499-B TB -1 CHRISTIE ORLANDO 9a, -n„ SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE to FLORIDA Core Plan Notes 1/3/18 1 1 9 b * ALL BEDROOM WINDOWS TO MEET EGRESS r b * EQUAL SASH WINDOWS PER COMMUNITY SPECS. I I * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE bo STEEL DOOR BETWEEN GARAGE & LIVING SPACE. I tti * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM t� RESIDENCE OR ATTIC. bo b * 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. TUBNVALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD m- /4'-0'1 20'-0" TOTAL LIVING 4'-0" 2'-0" 16'-0" 2'-0" e. --------------------- ------------------LINE OF FLOOR ABOVE LINE 14 f3 16-0 7-0 GARAGE DOOR A/C Z aQujWZ uJ a z LLl o N Q tINCP< 0 0 G. AD O Z wwwww o���� CAR , Z e- c Coli GARAGE i 0 y 9-4CLG. L------ 15 ------- u Os c = 14 ct 13---- L. 0:1 0 W 12---- Z 11 c 0 0 0 Y O='0= O d y v y� 0 O 4 -10----- w '- H O O -8 N 6 y CL 5 e�0 7 > 4 = 3cq W� 2 2X6 WALL 2-8 1 13'-6" UP 19'-4" 4'-8" FAMILY DINING 4" " 6'-0" 3'-0" 3' - 51/2" 2' -101/2" ri 2"� i� �� N LO bo I IM r' — CIO 60 L— J o �ZpHC N KITCHEN PWDR3-08-2 2 211 — — — 0 01 EIM DW i 9-4 SOFFIT O i 8-0 CLG. o 24x36 FX LINE OF 36x54 FX @ 7' - 4" FLOOR ABOVE@ 8' - 0" 3'-2" 3'-2" 4'-4" 6'-8" 6'-8" 6'-4" 13'-4" 24'-0" FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 9'- 4" UNLESS NOTED OTHERWISE •2 O 0•' •• J = • Q iU � F- �� j 0 • Z �. ° •• °• �! °O••o•Les••° �� o0 zW Lu OWa w W V C3V/ W W m uJ W �OC� Q I— W W IiiO Z PLAN SQFT. TOTAL LIVING 1698 1ST FLOOR Z 2ND FLOOR 1061 U) Z0 - H0 14 f3 U ZZ Z A/C Z aQujWZ uJ a z LLl o N Q a. ( U) Q W W W U 0 0 G. I-W"WD n O Z wwwww o���� o uj _!c Z e- c Coli %l >+ G1 J 0 y W a �'sc0 u Os c = V-jLL ct W L. 0:1 0 W UT Z _ c 0 0 0 Y O='0= O PLAN SQFT. TOTAL LIVING 1698 1ST FLOOR 637 2ND FLOOR 1061 ELV. B 14 2 CAR GARAGE 404 A/C 25 SLAB 1080 %ISTER PLAN .0 0 NORTH 7499-B PLN -1 CHRISTIE ORLANDO c O m O O L ,a L L N .0 0 0 0 G. cE2:'-0-0E �- `!=o0o0 _!c C %l >+ G1 0 y c 0 m -R Z E �'sc0 u Os c = O�' Eo�4-�3 ct W L. 0:1 0 4)oNc0c— UT Y _ c 0 0 0 Y O='0= O d y v y� 0 O 4 d = w '- H O O N° (4 4) m 3 v y CL d e�0 7 > asm:aAca� ta. i°� y I-E 0y NORTH 7499-B PLN -1 CHRISTIE ORLANDO O O � r W �r �N Y A NORTH 7499-B PLN -1 CHRISTIE ORLANDO SECOND FLOOR (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1) #XHHW ALUMINUM NEUTRAL (1)#4 XHHWALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R AMP PEDESTAL 120/240 VOLT 30 COMBO CIRCUITS MLO DISCONECT AND SERVICE BY METER CAN OTHERS AMP NTS v (2) # 2/0 XHHW 110V OUTLET GRND. OPTION 1: #4 BARE STANDARD SWITCH ALUMINUM WIRESCU DOOR BELL TO GROUND 8FT. d O (1) #XHHW s GROUNDING RODS ALUMINUM WIRE W 8 FT. APART ELECTRICAL RISER NOTE: NTS CHIMES DOOR BELL CHIMES 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. W J FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS w/ MOULDING .... 9" A.F.F. TELEPHONE.... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD i K COACH LT. COACH LT. PREWIRE AT 8" PREWIRE AT 8" ABrHDR.'1pEft------------------� ABV. HDR. PER. COrAM. SPECS. ' _ — — -4 _ COMM. SPECS. I I L----------- J FIRST FLOOR J3 110V OUTLET STANDARD SWITCH D DOOR BELL Z d O 12" A.F.F. (U.N.O.) s (3 OR 4 WAY AS NOTED) Cc O G W GFI ($ GROUND FAULT INTERRUPTOR PROOF AS NOTED) SURFACE MOUNTED LIGHT CHIMES DOOR BELL CHIMES n VHALF a. (WEATHER ■ J H O 0 0 c v W J 1 HOT OUTLET Q WALL MOUNTED LIGHT ELEC. 0 PANELBOARD W/ CIRCUIT BREAKERS d = as es O t w t 220V OUTLET ® RECESS CAN LIGHT HB 2T L O E O Y d (36" A.F.F. @ UTILITY) y G V= (EYEBALL AS NOTED) I HOSE BIB .J..J ♦ PHONE LINE VT 0 EXHAUST VENT GAS T GAS TAP (on TV ICABLE TELEVISION SD ® SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW # t I COLD/HOT WATER SUPPLY o M N �O �N �O M ~ � M Z a LjF ao oc o W N Zco NORTH 7499-B ELEml CHRISTIE ORLANDO c O d O t0 s L ,a O V a Cc O G 04 -0 0 M d Q C E >''C .Q a. �==000 ■ J H O 0 0 c v C -0 C W C A d E E=t d = as es O t w t _ Eo�w�3 W A= 2T L O E O Y d O y G V= j� C = C O O O Y O �+ 'a O 0y00yS0 eco (on � 3 O E > —a� O C 3 >+ R3 O I-wo�caEevw o M N �O �N �O M ~ � M Z a LjF ao oc o W N Zco NORTH 7499-B ELEml CHRISTIE ORLANDO O O i co ■ W W 2T � \N z\� A o M N �O �N �O M ~ � M Z a LjF ao oc o W N Zco NORTH 7499-B ELEml CHRISTIE ORLANDO CABINET KITCHEN LIGHT 0 L LIGHT 0 MOULD (TYP.) W3036 F BACKSPLASH PER COMMUNITY W3012 W1236 LIGHT 34"X38" 66"x42" MIRROR MIRROR SPLASH PER FILL SPLASH PER SPECS SPECS ooaoo as a _ a a VS27 VD12 VS27 VS36 SUPER SHOWER BATH 2 OVAL ' MIRROR PWDR Is K OPEN ABOVE `-12" SHELF -----------i ----------- I II I I I I I I I I WASHER DRYER I I I II I I I I UTILITY 34112" HIGH WALL b i � w ISLAND OPEN TO DINING 34112" HIGH WALL o 12" � END PANEL r 4� - c ocn L ° .id 0 1� L L r N � f�/1 C± N ED. p 0 J c � 4� G N C m E • H = t C d o 0 _� 2 Q°was3 'a 0 EC � C iy Y •� ==c000�c d H O N w+ Vd 0 C� C O ! E L C= O- A y Q. !t •E 76 a 'P i .t: CLIL V fA E F- to 0)m m M r 4� - ocn ,r N 4� 4� 4� W � 2� %%Not,N •� C� L A NORTH 7499-B INT -1 CHRISTIE ORLANDO -F - ````� �V•••eeeeeeee°°�j/� /mss '• 2 J =_ :LUW ° cc: Q �V o Oi z 'sI � °'Oeoeewe•° fia ME STAIR SECTION NORTH 7499-B INT -2 CHRISTIE ORLANDO c O � O O L ,a 0 L L N r N � a e°0 0J y c0 � c 0 v> �O _ wc� s 4� ,Ou) r- ++ c E G r t 4) G) !C c� _ �},*+ E O V G °' 3 �3'~cvoY ami ftvftftN Z. 4) E v V N A L� i �o`�0~yCL3 Or-N CL ca0� L t0 L umEm n NORTH 7499-B INT -2 CHRISTIE ORLANDO O O � � r N � 4� OC 4� W � •� ftvftftN Z. L A NORTH 7499-B INT -2 CHRISTIE ORLANDO 11" 1►►3/4" 10" NOSING PLYWOOD (TYP.) DECKING 1x BLOCKING �'. 2x12 STAIR 91-011 HEADER 2x12 TREADS 11" 1" 10" 2x6 RISERS NOSING(TYP.) 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 9'-4" �` ALTERNATE CLG. ' 2x12 STRINGER STUD WALL ONE ON EACH 1 10" SIDE AND DOUBLE NOSING (TYP.) ; @ MID -SPAN ' r` 10'-0" ' 2x4 KICKER PLATE SOLE PLATE FIN. FLOOR 42" HIGH 2x4 WALL W/ 1x8 CAP & HANDRAIL BELOW CASING 2x12 TREAD 2x12 STRINGER 2x4 STUDS — GYP. BOARD SOLE PLATE 31 /2" BASE MOULD OR EQUAL W/CIRCULAR OR WINDING STAIRS —APPLIED HANDGRIP @ 36" 42" HI, WALL & HAn CASIN APPLI HAND @ 36" 2x BL( FILLEI TO FI1 HALF WALL STAIR SECTION DETAILS * 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) *10'-0" CLG-18 RISERS @ 7.5511; 17 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) x12 TRIM )UTERED ,N UPPER SIDE OOD BASE RINGER OR /CIRCULAR NG STAIRS LJ a �,►� C GoGo N o Z N Z uj v J IL co .� LL ��� o. * W o:ai -, ,,.• �( STAIR NOTES J * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE o FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY _ (D ABOVE LOWEST RISER OF THE FLIGHT. (D = HANDRAIL ENDS SHALL BE RETURNED OR SHALL a e° 0 TERMINATE IN NEWEL POSTS J C c U� -01N HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS HALF WALL STAIR SECTION DETAILS * 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) *10'-0" CLG-18 RISERS @ 7.5511; 17 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) x12 TRIM )UTERED ,N UPPER SIDE OOD BASE RINGER OR /CIRCULAR NG STAIRS LJ a �,►� C GoGo N o Z N Z uj v J IL co .� LL ��� o. * W o:ai -, ,,.• �( NORTH 7499-B INT -3 CHRISTIE ORLANDO c L L L N d Na�Q cE�'��E a e° 0 0 00 J C c U� -01N d es 4� •O y In u . C E E r t Gw �p 4'3 _ Eo s" ° �► C y O Y d y 3 y C t0 C• �L =0C2 cc O y 0 ea y m Com:=,�. d= 0 y°ya�i (OD3 CL1V S y 4) t0 L E m N 1•- to im m NORTH 7499-B INT -3 CHRISTIE ORLANDO 1 N 4� W 4� W to r � •� �N Z. LQ A NORTH 7499-B INT -3 CHRISTIE ORLANDO -F- 11" 6" FYPON to DTLB5X6Xll (OR EQ) BRACKET DETAIL SCALE: 1" =1'-0" 12 N 6� CW 12 ASPHALT SHINGLES 6P;" (TYP.) PER SPECS) 6" FASCIA (TYP.) 19'- 8" PLATE 4" FRIEZE (TYP.) 4" TRIM (TYP.) 9'-4" T.O.M. W/1'-0"HEEL- --------- - - - -�" -------------- @ ENTRY iO SEE BRACKET - - ' ' - - DTL. =17L- , 12" LOUVERED - , SHUTTER (TYP.) , TEXTURED COATING (TYP.) 0" FIRST FLOOR FRONT ELEVATION "B" NOTE: TEXTURED COATING SMOOTH SAND FINISH L E: ALL WINDOWS ARE EQUALSASH 19'=8"PLATE 9'-4"T.O.M. ---------------- TEXTURED COATING (TYP.) 0"FIRST FLOOR REAR ELEVATION m. m - '- - i' , D �0 D D D D D D D D D D D m. m - '- - i' , D D D D D D D D D D D D D D D D D D D D D D D D 04 EllO r Ia WIN +i``���►r�r i� tr�ri�Ii �� .•' '•. rn LL AL O P; J .- * w ZV d :�r O: z = TRLV76X1 9 (TYP.) 19' - 8" PLATE 2" TRIM OVER 8" TRIM (TYP.) SIDING W/ 6" TRIM (TYP.) 8" TRIM (TYP.) 2" WIDE RAISED DBL. BAND OVER 8" WIDE SINGLE BAND (TYP.) -18" LOUVERED SHUTTER (TYP.) 0" FIRST FLOOR -19'-8"PLATE 9'-4"T.O.M. 4 0"FIRST FLOOR NORTH 7499=B ELVml CHRISTIE ORLANDO C Oj ` 0 yLm- .O O 44.2 04 EllO r Ia cE E G. =cmo0 J 000�v U) 0 E m is y •= " ir: 4"' C E E s G> _ E C t; � C sem. N O Y_ O O Z C O 00 0 0 0 G mco Ov o 0 C y C. 6.• m i dd >%m N L m H O) E m N NORTH 7499=B ELVml CHRISTIE ORLANDO Oj cn EllO r Ia r W � �N Z � A NORTH 7499=B ELVml CHRISTIE ORLANDO 12 6 C;;' 12 6 c 12 L o to ASPHALT SHINGLES Q6 N (TYP.) PER SPECS) N 12 N C E 6� � ea=carpo -- 19'_8"PLATE __-- _-- mos=� 0 Q N •� i� E t C d = Eo�o�3 �3�0� r TEXTURED .�coc000,c Z � COATING (TYP.)- 4w U)L 0 _ - - - - - - - -- - - y d � � H Zai � E"=deo>Lv mm���ea� / / \, ♦ % lC L 1" w cm m E m N SHED 4ROOF 1 \ - - -" - __ 9'_4"T.0_M_------- - - _-__ / ----_ - - - t - - _ _.L! _ _-'r----------------a--_—/--, -- - — — —_ -_ � 8 - 0 PLATE ♦ 2 -0 / ♦ `_ I \ ` / , ♦ \ ' ' ♦ ` I / N co 2'-0" -- 19'=8"PLATE _-- SIDING W/ 6" TRIM (TYP.) 9'-4"T.O.M. 0"FIRST FLOOR SIDE ELEVATION 19'-8"PLATE SIDING W/ 6" TRIM (TYP.) 9'-4" T.O.M. W/ V-0" ------ 9'- 4"T -0-M--- ., , % 0" FIRST FLOOR \ ----------------------------------- `- �- ----- --------\--- --,--- - 0" FIRST FLOOR SIDE ELEVATION 12 Q6 — TEXTURED COATING (TYP.) 9'-4"T.O.M. 0" FIRST FLOOR � r r M 0 �N 0 M Z � M aU " ao O u. W N ZL ---- j NORTH 7499-B ELVm2 CHRISTIE ORLANDO c Oj L o to C L L N d N C E 2'-C -0 E a ea=carpo mos=� 0 Q N •� i� E t C d = Eo�o�3 �3�0� r Nc�c_ .�coc000,c Z � 4w U)L 0 s C � O N w+ y d � � H Zai � E"=deo>Lv mm���ea� lC L 1" w cm m E m N � r r M 0 �N 0 M Z � M aU " ao O u. W N ZL ---- j NORTH 7499-B ELVm2 CHRISTIE ORLANDO Oj O � f r W � r Nop* Z � A � r r M 0 �N 0 M Z � M aU " ao O u. W N ZL ---- j NORTH 7499-B ELVm2 CHRISTIE ORLANDO SHED ROOF 94 PLT. HT. W/ 1'-0" HEEL ROOF PLAN ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1080 / 300 = 3.60 3.60/2=1.80x144=259 ROOF VENT = 259 / 138 SQ. IN. = 1.88 VENTS NORTH 7499-B RFP -1 CHRISTIE ORLANDO c O 100 co m`�m�da O O c I— •F L• d N .0 O N Q. cEa% -_E a cmo0 v �! vi O N = =-0Nc�,� o - M N •�sc0E� 7 +�+ E p G� cs = �� o��-°'3 0 ai 0 +N- cr c O O oo Y oo EyLvyc�vo � A �eodo.�,LGi i L 41 G1 •- i "a l4 I— UncomEeam NORTH 7499-B RFP -1 CHRISTIE ORLANDO O O ' ■ W Z A NORTH 7499-B RFP -1 CHRISTIE ORLANDO -F— TAMPICO 'A1' WAY 36.76' N3403113911W S34031'30"E 4' PUBLIC NA L KWAY GIPPER CIRCLE 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1080 FLATWORK:254 LOT: 3210 COVERAGE:41.5% SOD AREA: 1576 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. ARC TABLE ARC LEN. RAD. CHRD. BRG. CHRD. LEN. 'A1' 15.24' 10' S78° 12'27"E 13.81' 1A2' 48.5' 30' N 11 °47'35"E 43.39' O � � M z � 2M 0 N0) O >= M a ti ~� M Z O OVA as z 20 ��0 o W N Z (40 d' NORTH 7499-B PLT -1 CHRISTIE ORLANDO • • o os J � . r i W f w co �( ¢ i< ,U Q OeZ� cl) CC ,,e - • .• � !d pO tmmt;�� C H -w L d O � � M z � 2M 0 N0) O >= M a ti ~� M Z O OVA as z 20 ��0 o W N Z (40 d' NORTH 7499-B PLT -1 CHRISTIE ORLANDO c O � m O to rTOM L V pO tmmt;�� C H -w L d N -a C) 0 0'a C E 2 .a E CL M== 00 O J C��H�O 4� o ff� C CD N •�*' C- E p s Ov m cs 2 E 0 (D 3 0E 6 to 7 O Y dN3v,c0=_ N .4) p=V•= O C� d H 0 O *0 O A mCs co sc_ @ 0Q.�,�aa E DRi>L� F-v,a�evEcaw O � � M z � 2M 0 N0) O >= M a ti ~� M Z O OVA as z 20 ��0 o W N Z (40 d' NORTH 7499-B PLT -1 CHRISTIE ORLANDO O � rTOM 11 � AIXa� 4� 4� to .� N C� L A O � � M z � 2M 0 N0) O >= M a ti ~� M Z O OVA as z 20 ��0 o W N Z (40 d' NORTH 7499-B PLT -1 CHRISTIE ORLANDO PO- LL O 0 to v FO J�3 a D1 0 N 24'-0" V-8" 16'-0"4 TWO STORY FTG I A/C PAD 1 3 I ( SLOPE I SFO S3 VERIFY 19'-4" W a O co VARIES 3-1/2" THICK CONC. SLAB W/ 6X6 W/1.4 X W/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER COMPACTED FILL. ■■ T:■� I a �� � O �-31/2 " � � M L SFO 3 D1 S3 S2.1 6' -4 - TWO STORY FTG 4'-4" 24'-0" 0 ■ SF01 I I S3 I 3 13'-4" TWO STORY FTG NOTE: TIE WING WALL IN W/ MAIN CMU WALL N m 0 ■S 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" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH, MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE --STOP — CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. FOOTING SCHEDULE 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN, 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x &W4" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 5'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. FOUNDATION PLAN. 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. — ti . a rn •••••��A'-'/// W •°• eeO °•• Iy/� // Y • • p Z V-6i� vr�<VO O O0 J N :2 J Z � 0 Oil O: ZQ.:>Z •�_z�z oa8 0 • // ••o••N°° EA V ♦ / ♦♦ m LL O • LLI J Z 'Z O CL �U U) W 0 ) m U DRAFTING: o � 1 Z o Z i 1 < oa8 0 i QC CHECK: EA a O • LLI J Z ° — D AS INDICATED Z Z O 0 > w > Q�IW-z `°�3 Lu Q V Q Z N rn Z L) c) c-. i W Z O~��� w -J v�Xoro 3 i Q O O M v m U) 13���u.i o O Z <<120 E �3WM Longa W =Oz W i- LL o O (� I YV O V O STRUCTURAL ENG: m � DRAFTING: Ujji 1 -STRUCT_ TNA 0 i QC CHECK: EA O WLLI�CV) LLI J Z SCALE: AS INDICATED DATE: 6/11/18 O Lu }. I- =�ao .WJW�H =Oz I YV V O w i a,ao- Z -5-Z~� O > a N a - WaJWLU CLO aZeoC — STRUCTURAL ENG: BAD ) DRAFTING: 1 -STRUCT_ TNA i QC CHECK: EA JOB No. DWH-0205377 i SCALE: AS INDICATED DATE: 6/11/18 S2 SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 5'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU FILLED CELL (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU a PLAN VIEW SECTION VIEW D10\ MASONRY COLUMN TIE IN (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1 /2"=1' DOWEL PLACEMENT PLAN 1 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. W F— Q 0 Z O t= IZ ry U W 0 W IX LLI rn ch oo ••••a••••• v // J Z `� �`/•• •• i� U- O W . i[ 0 01 -� 'L o� Q ' W Q eq co 0 0 AJ LL vee * P U z W F— Q 0 Z O t= IZ ry U W 0 W IX STRUCTURALENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 S2.1 U ° ti N � � o GC1 $ ° M Z Wz 5 W U z d Q wJ^r A N n Q LL Z O M 00 WZ J W J (/) 0 W W -j fnIXoro Q0OQ� 1 _I Z�zwZ E Z E H LU Q a w Y 0 O �0 LU O =PQO W Q Q T- M ovo JPO~ Z wvv0 STRUCTURALENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 S2.1 M ti N M LL m d O o W WZ J W U) M u 0 LU =PQO JPO~ wvv0 LI J 0- U�tiQQ LU O 1 o_ t- XQ< to CIL O G. me W — STRUCTURALENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 S2.1 - FROM •BOND , IF BEARING WALL Q BEAM IN FULLY rn I I -I ABOVE - WALL REFER TO FOUNDATION PLAN CELL SPACING, e 00: • FORINFO. _ ANCHOR TO HAVE MIN. IN STEM WALL • •COURSE FOR GRAPHICAL = =CONT. COLUMN AND BASE COLUMN 7" EMBEDMENT BELOW = - = = MIN 5" III LOCATION. IF CONC. SLAB PER LOWEST STEP OF 116 CONNECTION PER -� = - LU FOUNDATION PLAN CURB 1" MAX. OVERHANG 01 I I I M (1) #5 CONT. W/ 1-1/2" PLAN TYPICAL w M a SIZE AND REINF. AT � COVER TYP. Z ■ ■��� VERIFY PLAN DETAILS FOR REQUIRED #5 w Em CONCRETE SLAB PER a a o Z 00 (3)#5 BARS FOR ONE & TWO d BAR AT STEP DOWN, FOUNDATION PLAN Q� .•Q, rn = o -1-w > d• a °.. OR INSTALL #5 HOOK GARAGE 4 2 `a Ow O�2 s 0 N 4,4 d FA CONC. SLAB PER BARS FOR EACH CONT. ° U Co cc* Q = LLj /P T DENSITY CONC. SLAB PER BAR. LAP REBAR PER O Z O; 2 z Z I MASONRY WALL e ' DETAIL MD08 ON LINTEL PLAN — .o . ���id�••• 00 O -� d FOUNDATION PLAN w ••.••Ol�jRi m LZ REINFORCEMENT (1) #5 BAR CONT. ' ° ,' • d . <. W/ 3" COVER TYP. JOINT BETWEEN SLAB :;; 8" 16" 4" IN CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED REFER TO DETAIL SF06 FILL @ 95% STANDARD DENSITY THIS SHEET IF STEP WHERE 2ND STORY OCCURS, FTG DOWN EXCEEDS 7 3/4" SHALL BE 1'-8" WIDE W/(3) #5 BARS NON-BEARING SLAB STEP DOWNFO DOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1'-0" HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARING FLUSH W/ WALL SCHEDULE FOUNDATION BELOW CONC. SLAB PER w FOUNDATION PLAN REFER TO DETAIL SF06 M 2x PT SILL PLATE THIS SHEET IF STEP DOWN EXCEEDS 7 3/4" '.d e a ° . .°.. a, d —III 1L'r=FilII —1 I I I I I I (2) #5 BARS CONT. W/ 6" 8" 8" L 10" 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS 6FO'k BEARING SLAB STEP DOWN 3/4"=1'-0" 2x BRG WALL PER PLAN AND BEARING .711 WALL SCHEDULE CLEAN COMPACTED 2x P.T. BASE PLATE FILL @ 95% STANDARD DENSITY CONC. SLAB PER CONC. SLAB PER - FOUNDATION PLAN FOUNDATION PLAN -III EIco I I III • a' .. • I�_� I I—III-i l —I I-1 -I _III III— '� • a.', I—I I—' (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING 3/4"=1'-0" 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 W g Z ANOTHER STEP 8"x12" THICKENED F' n0 10 SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. Z >- ° ° Q p. a, ..:e'. •' GRADE �wZ a'',��° �...�.��� Wwp LU I—I • . I a ° III 111 III III a •III —III—III ,III- _ = A d, �' ' VERIFY PLAN DETAILS�8" 8" I I —I I— w w ` �1p� I FOR REQUIRED #5 THICKENED EDGE (1) #5 FROM FTG. TO VERIFY W/ DETAILS FOR REQ'D BOND BEAM IN FULLY cn AT FLOATING SLAB STEEL AT 2 STORY LOCATIONS w GROUTED CELL. SEE NOTE: AT FRENCH U USE MIN. 1/2"x4" CONT. DOOR LOCATIONS. w MD08 ON LINTEL PLAN FIBER EXPANSION � a da CONTRACTOR TO v MASONRY WALL FOR SPLICE �. j JOINT BETWEEN SLAB VERIFY WITH DOOR SEE PLAN INFORMATION & CMU. WHEN STEM 7 MANUF. FOR WALL IS GREATER " I . d REQUIRED RECESS SLOPE (1) #5 FROM FTG. TO MASONRY WALL I I THAN 4'-0" TALL REFER SEE PLAN d TIE BEAM MIN. 25" CHAIR BLOCK COURSE AT FINISHED TO DETAIL SF18 #5 CONT. CONC. SLAB PER SPLICE GROUT CELL CONCRETE SLAB PER REINFORCEMENT THRESHOLD PER MFR'S e SLAB ELEVATION W/ (1) a. d' �e FOUNDAT ON PLAN EE • °' SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS FOUNDATION PLAN I I #5 CONT. . ' I THRESHOLD PER VARIES I. VARIES d p'r,I FOR QUANTITY MANUFACTURER'S SEE PLAN ° SPECIFICATIONS z SEE PLAN k' #5 x 25" x 25" CORNER ° ' , e GRADE dr. Co BAR, ONE FOR EA. cn a a e w 0441 III=1 I I ° III=III=1 SEE STEM WALL =III= I =III I = SEE STEM WALL "d ° e ° I HORIZONTAL v - z °'. . d ° e SCHEDULE FOR FILLED °' ° Ie CONC. SLAB PER w co — -+�' SCHEDULE FOR FILLED I I=III=III— I=) I I=III=III= I I=III= ° ° .. REBAR, TYP. U.N.O. I— I FOUNDATION PLAN CELL SPACING, CELL SPACING, ""a• - co — —I I ( I I —III FOOTING SIZE, & —III—III—I I III ;II III Z FOOTING SIZE, & =III=I — - . e. ° ° —IIII-IIII I=III=III= I— I REBAR ON REINFORCING I I=III= d' -- - J ... .: (2) #5 BARS CONT. — — REINFORCING I 1=III= I I=I I I I= CHAIRS PER b _ III III -11 II—III _ ° ° ` .•;.; :• SLOPE W/ 3" COVER TYP. 8 8 8 8' ) I I=) I= I I STEM WALL10 0 a,• PER MFG " SLOPE EXT. SURFACE rL CLEAN COMPACTED III I w SCHEDULE I " I III -1 FROM •BOND , a (I CONT. BARS. MAINTAIN 13" COVER TYP. Q BEAM IN FULLY rn I I -I GROUTED CELL. SEE REFER TO FOUNDATION PLAN CELL SPACING, e 00: • FORINFO. _ FOOTING REINFORCING IN STEM WALL • •COURSE FOR GRAPHICAL = =CONT. COLUMN AND BASE COLUMN = - = = I III LOCATION. IF III BEARING WALL, SEE 116 CONNECTION PER -� = - LU 4 a 1" MAX. OVERHANG FORM/POURED I I I FRAMING PLAN FOR MIINI 11 —I PLAN TYPICAL 16" MIN. a SIZE AND REINF. AT � * �d w a`'o ■ ■��� VERIFY PLAN DETAILS FOR REQUIRED #5 BEND EACH CONT. #5 Em �`` •••••••• �.. .� .• • ' . /fi 0 Y • •. / J '•• o Z 00 (3)#5 BARS FOR ONE & TWO (2) #5 W/ 6" BAR AT STEP DOWN, 10" Q� .•Q, rn = o -1-w CLEAN COMPACTED CONT. BARS. MAINTAIN 3 COVER TYP. OR INSTALL #5 HOOK GARAGE 4 2 `a Ow O�2 s 0 N 4,4 0 FILL @ 95% STANDARD CONC. SLAB PER BARS FOR EACH CONT. EMBEDMENT @ 12" O.C. U Co cc* Q = LLj Q DENSITY CONC. SLAB PER BAR. LAP REBAR PER O Z O; 2 z Z 044 Z MASONRY WALL FOUNDATION PLAN F DETAIL MD08 ON LINTEL PLAN .o . ���id�••• Q ;: Q O -� FIBER EXPANSION FOUNDATION PLAN w ••.••Ol�jRi m LZ REINFORCEMENT OFO TYPICAL STEP FOOTING DETAIL ' ° ,' • d . <. JOINT BETWEEN SLAB :;; •' ':�'`' ,• TOP VIEW @ CORNER _ • NEGME 1,00 CHAIR BLOCK COURSE AT SHOWER SLAB ELEVATION W/ (1) #5 CONT. Z OPTIONAL CURB BY a g BUILDER w A 0. ti F.F. ° ° ='A' ° ° I = REBAR ON �= z I I-: I—III I I I I -1 I I— . CHAIRS PER =1!? 11= I I=) I I 1 1 CONC. SLAB PER III=STEM WALL o = _ FOUNDATION PLAN SCHEDULE I I— I� ° �,. III-III—I III -1 -III W I I I -II -I CLEAN COMPACTED - I I- FILL @ 95% STANDARD OR GRADE 1/8 PER FILL @ 95% STANDARD i III- - -III= I— ., , .' ea I I — I I . ; ,, I I -I WIDTH -I I=III DENSITY FOOT AWAY FRO CLEAN COMPACTED - - - - - - CLEAN COMPACTED - - M DENSITY _ _ _ 1_11=11 _ 1._L!—:7 - BUILDING FILL @ 95% STANDARD -I I I—I I - WIDTH = I=I FILL @ 95% STANDARD '=I _WIDTH- „ WHERE 2ND STORY OCCURS, FTG 1/2 FIBER EXPANSION DENSITY 1 - _ - I DENSITY i - SHALL BE 1'-4" WIDE W/(3) #5 BARS I—III-III AS REQUIRED III III-III—I F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF'1�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU (SF01�TYPICAL EXTERIOR FOOTING rSF02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" FROM •BOND , 3/4"=1'-0" 3/4"=1'-0" BEAM IN FULLY 2x P.T. BOTTOM PLATE MAX. FILLED CELL GROUTED CELL. SEE REFER TO FOUNDATION PLAN CELL SPACING, e 00: • FORINFO. FOOTING REINFORCING IN STEM WALL • •COURSE FOR GRAPHICAL = =CONT. COLUMN AND BASE COLUMN = - = = - - - - - - - - - - - - = = LOCATION. IF MASONRY_ BEARING WALL, SEE 8" - 40" CONNECTION PER -� = - - — 4 a 1" MAX. OVERHANG FORM/POURED N// 1-1/2" MIN. COVER FRAMING PLAN FOR - PLAN TYPICAL DESIGN PLAN a SIZE AND REINF. AT 20" 10" OPTIONAL ■ ■��� _ _ _ _ _ _ _ MORE INFO Em 1. (3)#5 BARS FOR ONE & TWO (2) #5 W/ 6" BLOCK 10" 30" 10" _ :1 STORY 32" CONNECTOR GARAGE w wO5m. E � I PLAN FOR REQUIRED CONC. SLAB PER _ =n CHAIR BLOCK COURSE AT SHOWER SLAB ELEVATION W/ (1) #5 CONT. Z OPTIONAL CURB BY a g BUILDER w A 0. ti F.F. ° ° ='A' ° ° I = REBAR ON �= z I I-: I—III I I I I -1 I I— . CHAIRS PER =1!? 11= I I=) I I 1 1 CONC. SLAB PER III=STEM WALL o = _ FOUNDATION PLAN SCHEDULE I I— I� ° �,. III-III—I III -1 -III W I I I -II -I CLEAN COMPACTED - I I- FILL @ 95% STANDARD OR GRADE 1/8 PER FILL @ 95% STANDARD i III- - -III= I— ., , .' ea I I — I I . ; ,, I I -I WIDTH -I I=III DENSITY FOOT AWAY FRO CLEAN COMPACTED - - - - - - CLEAN COMPACTED - - M DENSITY _ _ _ 1_11=11 _ 1._L!—:7 - BUILDING FILL @ 95% STANDARD -I I I—I I - WIDTH = I=I FILL @ 95% STANDARD '=I _WIDTH- „ WHERE 2ND STORY OCCURS, FTG 1/2 FIBER EXPANSION DENSITY 1 - _ - I DENSITY i - SHALL BE 1'-4" WIDE W/(3) #5 BARS I—III-III AS REQUIRED III III-III—I F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) AF'1�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU (SF01�TYPICAL EXTERIOR FOOTING rSF02 TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" ® I 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 2x P.T. BOTTOM PLATE MAX. FILLED CELL FORM/POURED REFER TO FOUNDATION PLAN HEIGHT MIN. 2 CLEARANCE FROM FACE OF IN STEM WALL SEE PLAN FOR STAIR FOR GRAPHICAL 2x BEARING OR NOW COLUMN AND BASE COLUMN (1) #5 CONT. PER PLAN - - - - - - - - - - - - LOCATION. IF FOR FOOTING PAD BEARING WALL, SEE 8" - 40" CONNECTION PER LOCATION PER 10" 4 #5 BARSFOR TWO STORY 1" MAX. OVERHANG FORM/POURED N// 1-1/2" MIN. COVER FRAMING PLAN FOR 2 1/4" SEE PLAN FOR STAIR PLAN TYPICAL DESIGN PLAN NOSE OF EACH STEP, MAX. (4) TREADS SIZE AND REINF. AT 20" 10" OPTIONAL PROVIDE (1) #5 AT _ _ _ _ _ _ _ MORE INFO LOCATION. IF 1. ((I- REBAR ON CHAIRS -�-�-� �- PER STEM WALL SCHEDULE FOOTING @ SHOWER @ MASONRY 3/4"=1'-0" STEM WALL SCHEDULE ® I FILLED CELL SHOWN U NOSE OF EACH STEP, 2x P.T. BOTTOM PLATE MAX. FILLED CELL FORM/POURED REFER TO FOUNDATION PLAN HEIGHT MIN. 2 CLEARANCE FROM FACE OF IN STEM WALL I FOR GRAPHICAL (1) #5 CONT. PER PLAN MAX. (4) TREADS (1) #5 CONT. PER PLAN o PROVIDE (1) #5 AT FOR FOOTING PAD MATCH FILLED CELL 8" - 40" CONCRETE 16" 10" 4 #5 BARSFOR TWO STORY I REPRESENTATION ONLY. REFER TO N// 1-1/2" MIN. COVER TOP COURSE CHAIR (2) #5 BARS FOR ONE STORY OR NOSE OF EACH STEP, MAX. (4) TREADS SIZE AND REINF. AT 20" 10" TO COLUMN BASE (3) #5 BARS FOR TWO STORY _ _ _ _ _ _ _ Z a DOWEL PLACEMENT (3)#5 BARS FOR ONE & TWO (2) #5 W/ 6" BLOCK 10" 30" 10" COLUMN LOCATIONS STORY 32" CONNECTOR GARAGE w wO5m. E � I PLAN FOR REQUIRED CONC. SLAB PER Z EMBEDMENT @ 12" O.C. CONC. SLAB PER AT FLOATING SLAB USE MIN. 1/2"x4" CONT. CONC. SLAB PER Z `� 'v -I MASONRY WALL FOUNDATION PLAN F > (- _ FOUNDATION PLAN Z FIBER EXPANSION FOUNDATION PLAN - - - - - -�� REINFORCEMENT :.;.....' •: .':' ' ° ,' • d . <. JOINT BETWEEN SLAB :;; •' ':�'`' ,• TOP VIEW @ CORNER ......:. _— . .., ,l. : (p _ & CMu O °.;. r (1) #5 VERT. IN GROUT � M = II=III i (1) #5 VERT. IN GROUT — _ (2) #5 W/ 6" :.4.' I ... .•... W CONC. SLAB PER GARAGE WALL FILLED CELL @ 72" O.C. MAX. & TYP @ = I = I = U. I I=I ,�: — W m FILLED CELL@ 72' O.C. — =III = =I a I ,EMBEDMENT @ 112 -I (1) #5 STANDARD = _LU II=III=I I •••h c� WZ J FOUNDATION PLAN -'--- - BEYOND EA. CORNER & COL. = I —III—I W — I — u -J w MAX & TYP AT EA. CORNER AND COL. — — 0 O.C. I HOOK FROM STEM = I—I I —III—III P Q 0 J Z -j _ Z DRIVEWAY BY LOCATION FOR WALLS .I I _ =III=III= _ ww�I-- _ U °•' I w LOCATION FOR WALLS =) I I=III W WALL TO FOOTING PAD -I I=III=III= a i I O O Z 4 BUILDER- CONCRETE <_40" TALL. SEE -III=)II=III L_ - QC <_40" TALL. SEE I=III=I Q J tp EACH VERTICAL =III=III=III •• w w = i i STRUCTURALENG: BAD ' M -' OR PAVERS STEMWALL SCHED. IF ' =III=III=1 ' y•'r I TNA STEMWALL SCHED. IF -III—I EA II I' °° LOCATION. SPACING DWH-0205377 I I=I I I=I : y' j� I I— DATE: 6/11/18 WALL IS TALLER. _ WALL IS TALLER. a PER SCHEDULE _I= ° d —I I I-III—I I ° GRADE - I—I - —I - -III ° ((I- REBAR ON CHAIRS -�-�-� �- PER STEM WALL SCHEDULE FOOTING @ SHOWER @ MASONRY 3/4"=1'-0" STEM WALL SCHEDULE FOOTING DIMENSION U STEMWALL NUMBER/ SIZE OF BARS MAX. FILLED CELL 1 -STORY 2 -STORY HEIGHT SPACING (O.C.) IN STEM WALL DEPTH WIDTH DEPTH WIDTH o #5 BARS OR ONE STORY OR (2(3) MATCH FILLED CELL 8" - 40" 10" 16" 10" 20" #5 BARSFOR TWO STORY SPACING PER PLAN z (2) #5 BARS FOR ONE STORY OR 48" - 64" 10" 20" 10" 20" (3) #5 BARS FOR TWO STORY 40" Z C� (3)#5 BARS FOR ONE & TWO O 72" - 80" 10" 30" 10" 30" STORY 32" CLEAN COMPACTED _ I CLEAN COMPACTED - _ I GRADE �I I I—I I _ _ CLEAN COMPACTED -_ 00 FILL @ 95% STANDARD i _=III I I I=I = ? I -I I FILL @ 95% STANDARD — I I=III=I I I _ _ III=1 I I--- -I I=III=1 —I — Z I—I I FILL @ 95% STANDARD =III- — 11- - I I=III=1 —_ Z I I—_ EXTEND REeno nQ„„� _ CLEAN COMPACTED DENSITY g DENSITY _ -_ I o (I III DENSITY I ° I= I— =III=III -I I H I I SLAB PER M -III-III III=I I—I (- I I FILL @ 95% STANDARD SEE STEM WALL III III 0~' SEE STEM WALL �" �e -n j SEE STEM WALL - a - Q SPLICE AS R DENSITY SCHEDULE FOR FILLED III-III—I a I p" I= SCHEDULE FOR FILLED III I=o I I I SCHEDULE FOR FILLED III—III—I 4 III=p I= I I= AT EXT. WO( 8" x 8" THICKENED CELL SPACING, -III-III - CELL SPACING, - _ CELL SPACING, -III-III _ I 8 _ - LOCATIONS: FOOTING SIZE, & I- _ I I -I i I- ' I- - I EDGE W/ (1) #5 CONT. - ( I—I =WIDTH I I—I I FOOTING SIZE, & I ( I —I I=III= FOOTING SIZE, & -III—I =WIDTH I I I -I -I I BARS TO TEI W/ 3" COVER TYP. REINFORCING -) I I- _ =1 I I- REINFORCING - WIDTH 11 I (I -I REINFORCING III_ - -) I I- I @ SLAB LEV SF04 THICKENED EDGE @ GARAGE DOOR (SFO STEM WALL FOOTING @ PORCH SF06 STEM WALL @ GARAGE STEP DOWN SFO WOOD COLUMN AT ENTRY CHAIR BLOC 3/4"=1'-0" STEM WALL CONSTRUCTION NOTES 1. VERTICAL REINF, IN SOLID GROUT CELLS AT ALL CORNERS, JAMBS, WALL INTERSECTIONS, BELOW GIRDER TRUSS LOCATIONS, & @ MAX. SPACING STATED IN SCHEDULE U.N.O. ON FOUNDATION/ DOWEL PLAN 2. W.W.M. IN FLOOR SLAB TIED TO THE CONT. #5 BAR IN CHAIR BLOCK IS REQUIRED TO MAKE ADEQUATE AT FINISHEG ou'+o 11 PREVENT STEM WALL 3/4"=1'-0" 3/4"=1'-0" ELEVATION W/ 1 #5 CONNECTION BETWEEN SLAB AND WALL. WHEN STEM 3/4"=1'-0" 3/4"=1'-0" () I BLOWOUTS/ CRACKS WALL EXECEEDS 48" IN HEIGHT, W.W.M. ALONE IS NOT CONT. I DURING BACKFILLING SUFFICIENT ENOUGH, AND #4 TURN BARS ARE REQUIRED NOTE: NOTCH IN CONT. STEM WALL WOOD POST. PER I @ EACH FILLED CELL LOCATION. EACH BAR TO TIE INTO TOP (2) #5 x 4'-0° PLAN FOR SIZE & BASE VERTICAL BAR AND EXTEND OUT A MIN. 4'-0" INTO SLAB 3" FOOTING BEYOND CENTERED AT PIPE CMU MASONRY PIER/ I AND STEM WALL FOOTING IS NOT TO PVC OR SCH40 SLEEVE CONNECTION SEE ELEV. FOR BE DIRECTLY BELOW PENETRATION OR COLUMN W/ (1) #5 GIRDER OR BLK WIDTH VERTICAL @EACH SEE NOTE 7 FOR t PLAN VIEW 0 NOTCH ADJACENT TO AN r ° ° ° ' CORNER. INSTALL CORNER 3. IF STEM IS REQ'D TO BE HIGHER, CONTACT ENGINEER OF PENING WITH A W —_ ° — d a — �,. CHAIR BLOCK AT TOP III—I I = = i" \\ REINFORCEMENT RECORD PRIOR TO CONSTRUCTION FOR MORE INFO. ° GIRDER ABOVE I=III=I —° =III=I I COURSE AND GROUT CONC. SLAB PER PLAN = I III— I \\ NOTE: FILLED CELL SPACING &FOOTING SIZE COULD III= (I I= I d. SOLID. REFER TO IF W.W.M. IS USED, _ I I—III \ GE MCD IS NOT RESPONSIBLE FOR ADDITIONAL 3" ° DESIGN PLANS FOR TIE TO #5 CONT. IN I CONSTRUCTION COSTS DUE TO REVISIONS FOR TALLER 3" MIN COVER -I I_= ° I—I I (- F. I SIZE AND LOCATION CHAIR BLOCK_ _ =III- f- = I I INSPECTION STEM WALLS z •° ° _ _ VERIFY WITH °0 g =III- 'd d ° I ((=III- CONC. SLAB PER I' :a a a I ; IF STEMWALL TALLER =_ �_ III= CLEANOUTS REQ'D CHART — _ ° d I (I—III- a REFER TO — w FOR STEMWALLS > 40" 4. G.C. TO PROVIDE ADEQUATE BRACING OF STEM WALL a ,- FOUNDATION THAN 48 #4 TURN -III (=Ir STEMWALL PER PLAN _ III=III PLAN e FOUNDATION PLAN WHEN UNEVEN BACK FILLING IS TAKING PLACE -III— I —III= 11= 4. 4 ad. I° BARS REQUIRED I=II Q III= GRADE \\ , NOTCHED FOOTING @ CONDUIT -III I SEE FDN. I I_ ° FOR FOOTING PAD = -I I PLAN FOR I °I SIZE AND II(-I_I— 2 I = _ _ ___ 5. IF STEM WALL IS WITH IN 5-0 OF POOL OR WATER a ' TOP (2) #5 x 4'-0" SIZE & REINF. °° q e ° REINFORCEMENT AT 1-III=II(� III= I' =III=III-) I (- FEATURE FOUNDATIONS, CONTACT EOR FOR FURTHER _ CENTERED AT PIPE - - �' `- '�� COLUIMN LOCATIONS ' w -' REVIEW GRADE PENETRATION PVC OR SCH40 SLEEVE PIPE PERPENDICULAR TO FND - — — I=III=►- I=III III=III=III= _ Cid I Z III=III=)I( I . 4 PVC SLEEVE A/C TOP (2) #5 x 4-0' I I—I 11- - = CLEAN COMPACTED- - I I III- I' I-) ((-III—I _ _ _ a 6. FOUNDATION TO BE CENTERED ON STEMWALL AT ALL _ " e CENTERED AT PIPE CLEAN COMPACTED I _ I 12" MIN. DEEP W/ FILL @ 95% STANDAR�III I I=II I' III=I (I=III o TIMES -III=III= t I—III I CHASE d . ° dd _ PENETRATION PVC OR SCH40 SLEEVE FILL @ 95% III III I < FOOTING PAD DENSITY I (=I I = III— II I- III I I= I=III=III= d ° . ° =III=I (=III STANDARD! I=I 77",00 GRADE _ = a a �.° - 7. WHEN STEM WALLS ARE GREATER THAN 48" TALL. THE NOTE: _ _ _ _ _ DO NOT PENETRATE =III=III=I I (_ I (=III=III a d ° ° DENSITY III—) _ _ _ i ; I I I o ° .. I CONTRACTOR IS TO INSTALL MID -HEIGHT KNOCK OUT _ _ _ STEM WALL AT FILLED _ — --III=I I=III ° (1) #5 STANDARD i= I .1.'d —I; co I I CHAIR FOR REBAR BY — — COURSE WITH (1) #5 HOOK BAR AT ALL CORNERS. HOOK _ _ _ _ ° _ HOOK FROM STEM = BUILDER III—I I (I I CELL LOCATION I — ° . I- BARS TO BE MIN 4'-0" x 4'-0" IN LENGTH. TIE HOOK BARS —III—I - I—I I -I I—I I=I -I I (—II( ° I I - I SEE STEM WALL -III =III=III I I 3 COVER TYP. INTO VERTICALS @ EA. END, POURED SOLID —III - ° III— III—III III III—III—I I 1 -III=III I I=III- WALL TO FOOTING PAD a �'!''� °° SCHEDULE FOR FILLED SEE STEM WALL I - =I I I- EACH VERTICAL w CELL SPACING, SCHEDULE FOR FILLED I.. ' I— I.. . SEE FDN PLAN I -III , I -, I=II ° a I -I I- 8. CONTRACTOR TO CONTACT EOR FOR ADVERSE SITE ° LOCATION. SPACING WIDTH FOOTING SIZE, & CELL SPACING AND —1 I I—III=III.-III—I 1 III— FOR SIZE III—I =) I I=� d °. I—� I I PER SCHEDULE WIDTH CONDITIONS NOT COVERED WITHIN THIS DETAIL & REINF. _—) I REINFORCING FOOTING SIZE TYPICAL FOUNDATION PENETRATIONS III=1 I I-III=III SF08 MASONRY COLUMN AT ENTRY STEM WALL SCHEDULE CONTRACTOR TO CONTACT EOR. FOR ADDITIONAL REVIEW PRIOR TO THE COMMENCEMENT OF CONSTRUCTION FOR 3/4"=1'-0" PIPE VERTICAL THRU FDN PIPE PARALLEL TO FND 3/4"=1'-0" 3/4"=1'-0" ADVERSE SITE CONDITIONS NOT COVERED WITHIN THE INFORMATION PROVIDED ON THE STEM WALL SCHEDULE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Z O r = U W C) W C � - U ■ o N o U ao� z Z � Z C� i O W _j > CIO w wO5m. E � Z Q Z N 6 O p M , c U H> _,ao >J J0dmLLco Z Z)Q=OW� U) > (- _ Z Z Z Z w E i P: Q a� 0 �0Wga ;LU p : (p O � M P- i ti M U. m OCo WZ J W W Q M u 0 w-1— _ P Q 0 ww�I-- U Z Y U W o� a a i Z >-'5Zo(� O> QC Q J tp W i i STRUCTURALENG: BAD DRAFTING: i -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 S3 CONT. BOND BEAM W/ d (1) #5 REBAR @ TOP (1) #5 FROM FTG. TO BOND BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID b MASONRY WALL w. SEE PLAN PAVERS OR GRADE - w z f� SEE PLAN =< CLEAN COMPACTED o ( FILL @ 95% STANDARD LU > z DENSITY cr)a 4. CONTINUOUS FOOTING GRADE p SLOPE CENERED ON CMU SLOPE I,I WALL ABOVE WITH 7111 IF FOUNDATION SIZE AND =I I II=III=I REQUIRED I I I I I ° _— I I=I Z REINFORCEMENT PER � � PRIVACY WALL _ SCHEDULE ° I I= o II III—DTH PER PRIVACY I HEIGHT PER PRIVACY WALL SCHEDULE WALL SCHEDULE (SF09 PRIVACY WALL FOUNDATION DETAIL 3/4"=1'-0" CONT. 1/2" X 10" FIBER EXPANSION 8" DEEP X 12" WIDE WHEN STEM WALL THICKENED EDGE HEIGHT IS 4'-0" OR W/ (2) #5 TALLER: CONTINUOUS BARS - Cr #5 90 -DEGREE HOOK W/ 3" COVER, TYP. j BAR W/ 30" O PROJECTION INTO SLAB & HOOK PER REBAR SPLICE SCHEDULE @ EA. Co Aj STEM WALL FILLED CELL. STEM WALL FILLED CELL SPACING PER STEM WALL I I ��—� SCHEDULE. CLEAN & COMPACTED FILL @ BUILDER MAY 95% STANDARD ALTERNATIVELY DRILL DENSITY & EPDXY (1) #5 BAR W/ 30" PROJECTION INTO SLAB AT EACH FILLED CELL LOCATION WITH SIMPSON SET EPDXY OR EQUIVALENT, 5" MIN. EMBEDMENT. (SF�18 ALTERNATE SLAB TO WALL CONNECTION 3/4"=1'-0" NOT USED PRIVACY WALL SCHEDULE WALL HEIGHT FOUNDATION FOOTING DOWEL �1 (WIDTH x HEIGHT) REINFORCEMENT SPACING — — — (3) #5's CONTINUOUS EQUALLY O 0'-0" to 4'-0" V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. /lit 11,1111 LOCATION PER TRANSVERSE BAR @ 12" O.C. SPECIFICATIONS FOR HOOK FROM STEM O.C. HORIZ. & 16" O.C. (3) #5's CONTINUOUS EQUALLY MIN. 4'-1" to 5'-0" 2'-0" x V-0" SPACED & 3" COVER, W/ (1) #5 56" O.C. VERT. — TRANSVERSE BAR @ 12" O.C. 1" TO 1 1/2" (BEDDING EACH VERTICAL _III— LOCATION. - I MIN -I 4 () #5s CONTINUOUS NUOUS EQUALLY 5'-1" to T-0" 2'-6" x V-4" SPACED & 3" COVER, W/ (1) #5 32" O.C. < - I _ TRANSVERSE BAR @ 12" O.C. COMPACTED PER SCHEDULE I—I — II _1EE1 (5) #5's CONTINUOUS EQUALLY VERTICAL FILLED 7'-1" to 9'-0" T-0" x V-4" SPACED & 3" COVER, W/ (1) #5 I ARCHS TRANSVERSE BAR @ 12" O.C. AGGEGATE BASE FILLED CELLS TO BE AT EACH WALL CORNER, WALL HEIGHT TRANSITION AND END OF WALL, THEN SPACED AS INDICATED ABOVE PER HEIGHT OF WALL MASONRY COLUMN " (8"X8" SHOWN) OR WALL PER PLAN PAVER EDGE CONFIGURATION SHOWN @ MASONRY COLUMN CONDITION SLOPE TO OUTSIDE MIN. 1/4" EA. SIDE OF WALL U.N.O. ON PLAN GRADE TROWELED —' CONCRETE (HIDDEN) EDGE RESTRAINT ° •. r.� SLOPE AWAY @ WALL CONDITION SEE STEM WALL SCHEDULE FOR FILLED CELL SPACING, FOOTING SIZE, & REINFORCING FOR MASONRY WALL CONDITION I(1) #5 CONT. BAR ON CHAIR. UtU I LA I ILL BY CONC. SLAB PER OTHERS, TURN UP AT FOUNDATION PLAN SIDES z_ GRADE OR CONC. PAVERS W/ MIN. 2 3/8 - LU CO THICKNESS, PER—_— W �1 4" BRICK w/ BRICK TIES CONNECTION PER FOLLOW MFR'S. — — — PLAN SEE FRAMING O % �.• R Z iY WRITTEN (1) #5 STANDARD /lit 11,1111 LOCATION PER PLAN FOR REQ'D POST SPECIFICATIONS FOR HOOK FROM STEM O.C. HORIZ. & 16" O.C. (2) #5 CONT. BARS MIN. MIN. DESIGN PLAN PAVER INSTALLATION WALL TO FOOTING PAD ' (- VERT. — — 1" TO 1 1/2" (BEDDING EACH VERTICAL _III— LOCATION. - I MIN -I - I SAND) SPACING -MIN < - I _ g COMPACTED PER SCHEDULE I—I — II _1EE1 A ° VERTICAL FILLED COLUMN CLEAN COMPACTED I ARCHS ei- AGGEGATE BASE FILL @ 95% STANDARD I 1EE1 I CONC. SLAB PERr°' MIN. 4 DENSITY =WIDTHII= --= I I ( BASE SIZE SEE STEM WALL —III -I CLEAN COMPACTED GEOTEXTILE AS SCHEDULE FOR FILLED FILL @ 95% STANDARD REQUIRED TURN UP CELL SPACING, FOOTING SIZE, & DENSITY AT SIDES OF BASE REINFORCING FOUNDATION DETAIL AT PAVERS/ GRADESF13 STEM WALL 3/4"=1'-0" BRICK SOLDIER COURSE. REFER TO DESIGN PLANS GRADE U) 3/4"=1'-0" COLUMN AND BASE LU CO WOOD COLUMN PER W �� • ••••••••••••• •��/ �s W O ••• 4" BRICK w/ BRICK TIES CONNECTION PER O 0 W CD O: COLUMN PLAN SEE FRAMING O % �.• R Z iY STAGGERED @ 26" PLAN TYPICAL " /lit 11,1111 LOCATION PER PLAN FOR REQ'D POST 3/4"=1'-0" p O.C. HORIZ. & 16" O.C. (2) #5 CONT. BARS MIN. MIN. DESIGN PLAN SIZE & BASE VERT. ON CHAIRS. O 2" MIN. CLEARANCE CONNECTION CMU BASE W/ 2 #5 ( ) CENTERED BELOW BETWEEN FACE OF CAP/ ROWLOCK PER C7 r r . VERTICAL FILLED COLUMN COLUMN BASE ARCHS ei- i A. SOLID. SEE ELEV. FOR CONC. SLAB PERr°' CONNECTOR TO EDGE CONC. SLAB PER r . � BASE SIZE FOUNDATION PLAN OF STEP IN CONCRETE FOUNDATION PLAN r i 0 (1) #5 CONTINUOUS @ z SLAB r 'r ' m TOP OF STEM WALL 0 AROUND PERIMETER z Ix (2) #5 CONT. w/ 3" r r' ' OF THICKENED EDGE COVER TYP. FLASHING, GROUT Z ° i r SOLID BELOW (1) #5 STANDARD I — — �;. Z g °° ' E ' r WEEP HOLES @ 24" HOOK FROM STEM WALL TO FOOTING PAD — O.C. -I I— _ I I -I I w W 00 -I I e , a. EACH VERTICAL MIN. "�' _"�a'�ar LOCATION. SPACING PER SCHEDULE 11= (I— 20" @CLEAN -I PACTED_ — MASONRY — FILL @ 950%nGRADE STANDARD 8" COL. U.N.O. I �. GRA[ DENSITY ;III—III-I -I =— I Z10 r'd — III=III Z SEE STEM WALL �' SEE STEM WALL SCHEDULE FOR FILLED —III—) 4 f III— SCHEDULE FOR FILLED °° - (� I" I i —I I ( — _ _ CELL SPACING, o CELL SPACING, _ FOOTING SIZE, &-III=I (=WIDTHI ((-I I ( FOOTING SIZE, & WIDTH REINFORCING —� I— _ — =I I- REINFORCING SF14 STEM WALL @ PORCH W/ SOLDIER & CLMN. SF1 MASONRY COLUNN W/ BRICK VENEER 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. Zj%111111/illi LU CO d�`���i a 00 W �� • ••••••••••••• •��/ �s W O ••• . Q..• iJ Z U •W 0, U civ O 0 W CD O: z U o Q - �Z� z z �2 O % �.• R Z iY w PRO ee� Ii /lit 11,1111 3/4"=1'-0" p O C7 z D W � 0 Q m 0 0 Ix O J LL w N ILL O U) z O z D O O a CL w U O W J Q W ❑ x U) W a O U ; a M w U F-�^ o vJ O € W z z °, O a zo o z m X 0 a Z W 7 (D � L. (/) U M U W O ❑ �w U) I— °� FW- Z vi 1-�O, 8 p QZ Q < Z U° j CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3') AT CORNERS PROVIDE STANDARD #5 HOOK BAR. LAP OTHER BARS INTO CORNER AS REQ'D ee 97e °.-.17 e ..a e•d e — PRECAST "U" LINTEL W/ 3000 psi CONC. PER LINTEL PLAN. IF REBAR IS INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS 'd METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 e a ° e • . a e e BOTTOM STEEL IN LINTEL IF INDICATE - HOOK INTO VERTICAL CELLS PER MD08 1 R()UC�H (�PFNIN(, PFR PI AN I ° Q O W W J1 w d I CN C/) °. 1:4. zCV) 0o 10 Q"Oe A, 7. I a' 'e X O Li- z 5 w w r� d. GRADE 60 a e . LENGTH LAP SPLICE LA.. 1, LAP SPLICE 2693/2561 a NO . OPENING "A" TYPI AL SHEAR WALL SEGMENT ° d47 eae 17/8 d 7 BOTTOM STEEL IN LINTEL IF INDICATE - HOOK INTO VERTICAL CELLS PER MD08 1 R()UC�H (�PFNIN(, PFR PI AN I ° Q O W W J1 w d I CN C/) °. 1:4. zCV) 0o 10 Q"Oe A, 7. I a' 'e X O Li- z 5 w w 'II I r� GRADE 40 GRADE 60 BAR SIZE _e LENGTH LAP SPLICE - 1, LAP SPLICE 2693/2561 a NO . OPENING "A" TYPI AL SHEAR WALL SEGMENT ° #3 17/8 d 7 15 A e A. 4 d d #4 : �• 5 5/8 91/2 a 3 55/8 121/21 32 #5 31/8 'II I TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8" UNFILLED GRADE 40 GRADE 60 BAR SIZE _e LENGTH LAP SPLICE - 1, LAP SPLICE 2693/2561 a NO -SHEAR WALLAT OPENING "A" TYPI AL SHEAR WALL SEGMENT "D" #3 17/8 41/4 7 15 21/4 A. 4 91/4 d #4 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 8" UNFILLED GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 2693/2561 I.N. "B" "C" "D" "A" "B" "C" "D" #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/21 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 .81/16 239 14 30 41/2 81/16 181/2 48 #7 1 43/8 19 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 U ° ° ° + d � a LAP SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90° HOOK 3/4"=1'-0" STANDARD 180° HOOK #3=2%" #4=2%" #5=2%" #6 = 3" #7=3%" 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 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 CLEAR OPENING 8" UNFILLED 191F8-1 B / 8F&OB E V-6" 2231 3069 3065T3069 2'-2" 1783 3069/3069 2'-8" 1343 2693/2561 3'-2" 1217 2165/1969 3'-4" 1006 1663/1349 4'-0" 860 1651/1349 4'-6" 710 1423/1105 5'-2" 570 1232/1232 6'-2" 488 991/991 7'-0" 416 752/699 8'-0" 354 726/699 9'-2" 315 618/535 10'-0" 292 567/454 10'-8" 277 492/352 11'-2" 255 471/352 12'-0" 239 418/297 12'-8" 0 369/261 13'-4" 0 328/0 14'-0" 0 292/0 16'-0" 0 284/0 18'-0" 18'-8" 20'-0" 0 0 0 211/0 142/0 180/0 20'4" 0 145/0 22'-8" 0 110/0 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-0B 2'4" 1694/1694 3725/3280 2'-8" 1425/1425 3343/3280 3'-0" 1230/1230 2769/ 2769 3'-4" 1081/920 2769/1716 4'-4" 846/833 2121/1716 5'-4" 6641572 _/434 1761/1761 6'-4" 526 1539/1539 7'-4" 480 /322 1334/1334 8'-4" 415/235 1152/1152 1114 / 0 1468 / 0 1024/0 1441/0 1. fc PRECAST LINTELS = 3500 PSI. 2, fC PRESTRESSED LINTELS =6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11"SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. Q _ CD w 0 U O o � _p i co %� ei• %598/0 •o'•000 oo•°••��(i��````� } �b�o i 0/f* I' PRO 550/0 981 /0 1376/0 Q 1= p �-` RD LINTELS STANDARD LINTEL NOTES ,'16-1B/8F16-0B 8F24-1B/8F24-0B 8F32-1B/8F32-0B 6113/6113 8974/8974 10000 / 10000 1 • AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 6113/5163 8974/8054 10000 / 10000 6113/3820 8974/5961 10000/8107 6113/2931 8672/4576 10000/6224 5365/1999 7342/3123 10000/4249 5365/1999 7342/3123 10000/4249 4360/1631 6036/2549 8328/3470 3480/2580 8360/3586 8825/4592 2661/2143 5681/2698 6472/3685 1843/1625 3486 / 2602 6390 / 3302 1843/1625 3486/2255 6205/2885 1533/1247 2781/1946 4754/2489 1366/1277 2423/1770 4006/2263 1.4% Ilf�ll�/� W C0 +`�� ' •••• d.����i� a: ••• �``;•• �� ui �0 CO w o ' o w O :* Q Cro 314- W o O: 1254/1132 2193/1567 3552/2003 1075/1075 1838/1567 2883/2003 1075/1045 1838/1446 2883/1848 1002/984 1697/1361 /1738 /2630 1234/0 1779 / 02662 / 0 0 0 1160/0 1660/02439/0 950/0 1379/0 1997/0 MATERIALS 750/0 1177/0 1676/0 1114 / 0 1468 / 0 1024/0 1441/0 1. fc PRECAST LINTELS = 3500 PSI. 2, fC PRESTRESSED LINTELS =6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11"SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7/32 WIRE PER ASTM A510. Q _ CD w 0 U O o � _p i co %� ei• %598/0 •o'•000 oo•°••��(i��````� } �b�o i 0/f* I' PRO 550/0 981 /0 1376/0 450/0 824/0 1147 / 0 8R22 -16/8R22 -OB 5499/5421 W Q - O 8F8-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY M 4933/4933 4085/4085 4085/2839 LINTEL DESIGNATION SCHEDULE 3127/2839 2595/2595 MARK LINTEL REQUIREMENTS F = FILLED WITH GROUT U = UNFILLED R = RECESSED & FILLED WITH GROUT 1329/2267 1964/1552 O 8R6-1B/1T 1694/1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN NOTE: PROVIDE VERTICAL STEEL @ TRANSITION PER MD06/S4 O *MINIMUM 16'-0" ELEV 9`4"j ELEV 8' -8 - TOP OF MASONRY TOP OF MASONRY S4 MIN. 00 <V O 33'-0" I CJI O O O '-0 4'-4" 3'-0" / \,,,S4 7'-10"..: LINTEL PLAN 1/8"= 1 1-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. QUANTITY OF #5 REBAR @ U_ O 8F8-1B/1T 8F16-1B/1T BOTTOM OF LINTEL CAVITY M QUANTITY OF #5 REBAR AT TOP O U_ 8R14-1B/1T NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH U) O j z O °0 8F16-1B/1T E O 8R14-0B/1T O a n O 8F16-0B/1T" 1-1/2 CLEAR F- J w O � cO 8F20-1B/1T U J #5 REBAR AT TOP MIN. (1) REQ'D Q 0 HO 81720-OB/1T C.M.U. Q QE.. M 8R22-1 B/1 T �g GROUT O8F24-1B/1T r ? #5 REBAR AT BOTTOM OF LINTEL w CAVITY _j8R22-0B/1T---.I`- BOTTOM REINFORCING PROVIDED M 7-5/8" ACTUAL IN LINTEL (VARIES) U O 81724-OB/1T 8" NOMINAL WIDTH 0 L> FILLED a X O 8R30-1B/1T ri U ° O 8F32-1B/1T 1-1/2" CLEAR � a O 8R30-0B/1T J #5 REBAR AT TOP MIN. 1 REQ'D ~ O U O ° M 8 g s OU 8F32 -0B/1T Q C.M.U. Z O . <. U `z O 81738 -1 B/1 T � ;.205 O �' Z U o Z z °0 — G _ O 81712 -1 B/1 T _ CD *---* BOTTOM REINFORCING PROVIDED 0 a z Z O 8F40 -0B/1T 7-5/8" ACTUAL IN LINTEL (VARIES) 8" NOMINAL = ^ CD U 8F8 Ow -0B/1T WIDTH L.L. UNFILLED uS o x0 81740-16/1T U) W 06 c� wZ=�^ E QooM� a SAFE LOAD TABLE NOTES a F— z U > 7 U, U_UO) 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED O W `_ —j (1)> o' 3 LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O (A 0 E- 2 W o RECESSED LINTELS BASED ON 4" NOMINAL BEARING. _j Z E 2. 0 =NOT RATED. �= 0 <<12-0 Uj W o g a 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. J W Q � M 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) O ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 2 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0~ SUPPORT. O M 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. U J 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Q u - z � � o WALL LEGEND U)m � w o 0 Z o LU W Q = 9'-4" T.O.M. = INTERIOR/EXTERIOR (/) co) 11 BEARING WALLS VERIFY O 0 W E— ® = 8'-8" T.O.M. HGT. W/ ARCHITECTURAL 0 = H Q O PLAN U.N.O. OR LINTEL w W H _=OZ _ Z W c, a 0. i (~j��aZ o)z C) N LU W CLO aqqW — U W 0 STRUCTURAL ENG: BAD DRAFTING: U W W 0 -STRUCT: TNA QC CHECK: EA - U JOB No. DWH-0205377 SCALE: AS INDICATED Q DATE: 6/11/18 Z w 0 w QA 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: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND GER W/ (2) 1/4"x3" 2 8" O.C. 1.75"x16" LVL BEAM 0's EA. END W/ APSON SDS SCREWS I TO BEARING 5 @ 24" O.C. WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY ® = 8'-8" T.O.M. HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL Nw ll1111~/•i'll.'. cf) o•O o -.0 a U W. ••' 0�00 U oJ•'2 _Qcv� Z ooO Ro. NLi¢ 2••O PLAN 2�i•�ZO JGqZ •ip�R` wU U Qoo d. •• • ee Z EE= Z i, '••••.••••• • Q � a = 111 S5 w o c�a O U z O z z^9 U Z z0 0 w ° O Q C7 z W 00— N U _Z W w Urch J h Z Uo- E m n W z� 8 co 0 _J /D V Q z -^T U 9 -C-,T C 0 J LL N m � m Q Q —� C U ❑ >- o 8 QOO�v m O 1 --LL U) 0PZ52w o Xo�ga o F— d' O J W W LU Q F. XL, LLWo Z J LL z O w x W U M F - — z Q � O N M LL O U z Q LUL K O Z ❑ �c m Q U O o O urj 0 0 Z p LJ.1 W Q 11 10 w Q W }; H Z Q = F- U 0 cn W w U �••- Z Y U Q W D Q i wo'0-a�. i—�02Z ' � aZ~� 0O>aNa (0 LU - o Zd- oa-tM U w — J a U) W ❑ STRUCTURAL ENG: BAD —__ U DRAFTING: O U > Q M W ~ U -STRUCT: TNA _ QC CHECK: EA JOB No. DM -0205377 SCALE: AS INDICATED w W � PLAN Z w U o a S5 o c�a U z O z z^9 o Z z0 0 w ° O Q z W 00— N U rn w Urch J h Z Uo- E m n W z� 8 co 0 /D V Q z -^T U 9 -C-,T C 0 J LL N m O W L.L. —� C U ❑ >- o 8 QOO�v m O 1 --LL U) 0PZ52w o Xo�ga o F— U J W W LU Q F. XL, LLWo Z z O W U M — z Q � O N M Q LUL K ❑ �c m Q o O urj 0 W C0 J Z p LJ.1 W Q 11 10 o Q W }; H Z Q ow W w U �••- Z Y U Q i wo'0-a�. i—�02Z ' � aZ~� 0O>aNa (0 LU - o Zd- oa-tM — U) W ❑ STRUCTURAL ENG: BAD —__ U DRAFTING: FIRST FLOOR FRAMING W ~ U -STRUCT: TNA _ QC CHECK: EA JOB No. DM -0205377 SCALE: AS INDICATED DATE: 6/11/18 PLAN Z w w S5 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. P BEARING WOOD WALL SCHEDULE qO STUD LUMBER CONNECTION & FASTENERS UPLIFT SPF #2 BUILT UP STUD COLUMN TAG PACING SPECIES CAP. (plf) BLOCKING TOP BOTTOM BW1 16" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN OL44 SYP #2 P.T. COLUMN MO NAILS NAILS UPLIFT O3-1/2"x3-1/2" B 16" SPF SP4 W1(6) 10d x 12 NAILS SP4 W/(6) 10d x 1 ' NAILS 570 plf MID -SPAN BW3 16 SPF SP4 W/(6) 10d x 1z" NAILS SP4 W/(6) 10d x 13" NAILS 570 If p 3rd. PT. BW4 12" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN H10A-2 1070 H10A-2 1245 O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. PLATE UPLIFT O3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME NAILS NAILS 06 (2)HTS20 w/(24)10d x 12' NAILS BW5 12" SPF SP4 W/(6) 10d x 11" 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 plf 1 . PT. 3rd BW7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN 860 1000 RMGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU UPLIFT 3140 12" EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 NAILS NAILS El HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. SET BWS 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. MIN. 5" EMBEDMENT FRAME TO CMU 6280 10d x 11" NAILS 10d x 12' NAILS HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 UPLIFT -SPAN STUDS TO BEAM/GT 833plf 928p1f NAILS NAILS STUDS TO BEAM/GT 1235 BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 1z" NAILS 885 If p MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 885 plf 3rd. PT. BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 280 If p MID -SPAN HTT4 w/(18) 16d x 2�' NAILS w a' EPDXY ANCHOR w/SIMP. SET @ 32"o.c. @ 32"o.c. 19 EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE BW14 12" SPF SP4 W/(6) 10d x 13 NAILS SP4 W/(6) 10d x 12�„ NAILS 380 plf MID -SPAN 20 (3)HTS20 w/(24)10d x 12" NAILS @ 24"o.c. @ 24"o.c. 4350 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 WEITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE qO (2)2X4 SPF #2 BUILT UP STUD COLUMN BO (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN <8>(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN JO (2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL44 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN O3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. (2)2x10 #2 SYP (10) 10d NAILS O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. FRAME TO CMU (1)ply 1985 O3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. (2)ply TRUSS (14) 16d x 12" NAILS 4'-0" TO T-11" O3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. 8'-0" TO 9'-11" H10A w/(18)10d x 12' NAILS OR O5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. H10A 1140 4 O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. H10A-2 1070 H10A-2 1245 O7"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. PLATE NAILS & (18)4'x24' TAPCONS O3 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME O5 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET 06 (2)HTS20 w/(24)10d x 12' NAILS 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 & $" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$' 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" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 33" 8d RING SHANK A 13" x 2$" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(8) 10dx12' NAILS OR META20 w/(8) B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" E] 10d x 12' NAILS. AT PARALLEL TRUSS CONDITIONS USE FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 LTA2 w/(10) 10d x 12' NAILS @ 24" O.C. U.N.O. (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25xl 1.25 (3)1.75"x11.25" LVL (2)META16 OR (2)META20 H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 NAILS & (18)4'x24" TAPCONS (2)ply TRUSS (14) 16d x 12" NAILS 4'-0" TO T-11" (2)ply 1900 (2)ply 1900 8'-0" TO 9'-11" H10A w/(18)10d x 12' NAILS OR 3 H10A 1015 H10A 1140 4 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 F HTS20 w/(24)10d x 12' NAILS PLATE NAILS & (18)4'x24' TAPCONS WW�1- ��[[ (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 06 (2)HTS20 w/(24)10d x 12' NAILS TO BEAM: SIMP. HUC410 w/(18)16d & Z - N .- 6 J 7 Uj (10) 10d NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 RH2.5A w/(1 0)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12' NAILS TO POST: SIMP. HTS20 OR MSTA18 z Lu z Eo QLLwYi� w<(JcoW R (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 RMGT w/(22)10d $" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 12" EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 O C0 El HTT4 w/(18)16d x 22" NAILS & $" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 EEPDXY HGT-2 w/(16)10d NAILS w�" EPDXY ANCHOR w/SIMP. SET NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 MIN. 5" EMBEDMENT FRAME TO CMU 6280 6280 11 HTSM16 w/(8)10d NAILS & (4) 4'x 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 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 18 LTT20B w/(10) 10d NAILS & $" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR H1290 EPDXY MIN. 7" EMBEDMENT CMU 1500 HTT4 w/(18) 16d x 2�' NAILS w a' EPDXY ANCHOR w/SIMP. SET 19 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 9100 4095 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's @ 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 WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25xl 1.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4'x24" TAPCONS 1 4'-0" TO T-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR MSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 0 PLATE NAILS & (18)4'x24' TAPCONS WW�1- ��[[ ON MASONRY: (2) SIMP. MSTAM24 06 FZN�rn 8 TO POST: SIMP. HTS20 OR MSTA18 06 p TO BEAM: SIMP. HUC410 w/(18)16d & Z - N .- 6 J 7 Uj (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d WQ � NAILS & (18)4'x2a' TAPCONS W0w P�2' ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 z Lu z Eo QLLwYi� w<(JcoW TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d Q I- 'S 02 LL�o NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 O C0 TO POST: SIMP. HTS20 OR MSTA18 0 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 63.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2' 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)2xl2 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.25xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/2' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO T-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF & EXT. WALL NAILING SHEATHING NOTES ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F- O U W 0 W w STRUCTURAL ENG: BAD DRAFTING: M U a 'k� EA O N SCALE: w M o GQ ' 8 z z U LL U¢ o �- W � oe Z 0 z - o LU Z Z M 11 O O ww _ U 0 Jnr WW�1- ��[[ W 06 FZN�rn 8 Yd LU 06 p (D Z - N .- 6 J 7 Uj �^^ V, 2 ~ J O~ J� TO ��m^C CO >- 8 WQ � F W0w P�2' O>QNQ zz:3 z Lu z Eo QLLwYi� w<(JcoW mQooXW oO w '0 LLI Lu Z Q I- 'S 02 LL�o O C0 0 STRUCTURAL ENG: BAD DRAFTING: M TNA QC CHECK: EA JOB No. N SCALE: AS INDICATED M LL m � > LL 0 LU W J W Z M 11 O w} _ ;a° WW�1- Yd LU p F -W CD 2 a 1 WQ � F Q O>QNQ w<(JcoW STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 1 S5.1 O� �1 MM STUD & SPECIES SPACING INTERIOR ZONE mm 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" M 16" O.C. MAX 16" O.C. MAX 9'-4" H2x1 CONT, HEADER 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES Z z 0 (p U W ii V Z N 6 W LLLz O QO J -.� CSO 7 LL'• -•C LU U— f C0 Nm J 1=0Qv 3 � Q (— O ? o f'- E QLLWY=z O z< H O U M0R LU W z Q �o:M Z opo U) 0 OW�F" 0 Nis JPO~ 'JIM= l1j I — Wo,o.[L 0��aa LU 004 Q o _ QJW 12oavW — I 'rs a I F01 I NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND �O EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY ® = 8'-8" T.O.M. HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. ROOF FRAMING PLAN 1/4"=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. O U) W 0 IN STRUCTURAL ENG: BAD DRAFTING: U 0 TNA QC CHECK: A N Z U� z AS INDICATED Q �$ o ' z J U e LL z Z o� m Z z 0 (p U W ii V Z N 6 W LLLz O QO J -.� CSO 7 LL'• -•C LU U— f C0 Nm J 1=0Qv 3 � Q (— O ? o f'- E QLLWY=z O z< H O U M0R LU W z Q �o:M Z opo U) 0 STRUCTURAL ENG: BAD DRAFTING: M TNA QC CHECK: EA N DWH-0205377 SCALE: AS INDICATED M 6/11/18 LL W w WLL O WWDM J z OW�F" 0 JPO~ l1j — Wo,o.[L 0��aa LU 004 Q o _ QJW 12oavW — STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 S5.2 FRAMING AT CANTILEVER 1/2"=1'-0" I 1 NOT USED 1/2"= 1 BREAK HEADER OVER JACK STUDS AS REQ'D NAIL TOP PLATE TO HEADERS W/ (2) 16d NAILS @ 12" O.C. HEADER TO BE CONT. TO EDGE OF WALL STRAP PER PLAN STRAP PER PLAN HORIZ. EDGE NAIL SPACING SHEARWALL & EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED SIZE SPACING SPACING SPACING REQ'D. 15/32" FULL HEIGHT g o LL LL ALL PANEL 8d 3" O.C. 6" O.C. 12" O.C. EDGES NOTE: PROVIDE BLOCKING @ ALL SHEATHING EDGES. U U) Z 0 w 0 j STRUCTURAL NOTE: THIS DETAIL APPLIES ONLY TO INTERIOR 1st FLOOR SHEARWALLS AS INDICATED BY THE 1st FLOOR FRAMING PLAN SHEATHING NAIL SPACING @ 12" IN FIELD FOOTING ANCHOR PER PLAN HOLD DOWNS AS REQ'D PER PLAN WOOD 2X STUD SPACING MAX. 16" O.C. MIN. OF 2 STUDS REQ'D. @ HOLD DOWN LOCATIONS INTERIOR SHEARWALL DETAIL 3/4"=1'-0" HOLD DOWNS REQ'D. AS NOTED ON PLANS PASLODE 2-1/4"X.099" DIAMETER POWER DRIVEN COATED SCREW NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS WITH REDUCED SPACING AS NOTED BELOW. 12" SPACE CHANGES TO 8", 6" CHANGES TO 4", AND THE 4" OR 3" CHANGES TO 2-1/2". EMBED A HPAHD22 A WIDE FACE OF STUD JDS MIN. @ EACH )DOWN -1— V PLATE AS REQ'D. TO INSTALL HOLD DOWN ADD A BOLT WITHIN 6" ALTERNATE HOLD DOWN DETAIL - a __ — 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 t' 1111,11111/1% uj q U Ol i �•• v��I /i�� DWH-0205377 00 ti V ••• d U M �8 g o LL LL U� , z o¢ Z Z LLj Q aq ° Z W Z > ''/��s11►rii19 (D u. WL1JU)M ��`` Q Lu rn O F_ U U) W 0 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA M U 0 DWH-0205377 SCALE: ti DATE: d U M �8 g o LL LL U� , z („) LL z o a ° m W C) > J (D O WL1JU)M U) Q Lu rn W (D O W >= f' UzN� ❑ M Q J J CSO 7 LU C) L 1"_ U) h m lL fn C/)W ❑ >= 0 8 Uj O t)❑�;two a00 =Oz Z Zz)w a¢ Y 0 E LU OU Q �Owwgo- w W H M U.(o = a z O -) - O><04 z t� �QJtow STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA M EA JOB No. DWH-0205377 SCALE: ti DATE: 6/11/18 M LL IM > 0 O WL1JU)M LLI J z O W >= f' =�QO Uj =Oz F YVVO Wa I- LU a -) - O><04 z t� �QJtow STRUCTURAL ENG: BAD DRAFTING: -STRUCT: TNA QC CHECK: EA JOB No. DWH-0205377 SCALE: AS INDICATED DATE: 6/11/18 S6 M co w PROVIDE STANDARD HOOK (1) #5 IN TIE BEAM (1) #5 BAR IN PRECAST LINTEL (2) #5's VERTICAL IN GROUT FILLED CELL (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) 'MD011 VERTICAL REINFORCEMENT DETAIL PRECAST LINTEL PER PLAN MASONRY WALL —� SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS PER 2x8 ARCH WINDOW FRAMING DETAILS PRE-ENGINEERED — TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED — PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. KNEEWALL ABOVE MASONRY WALL ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER 2x6xl2 P.T. SYP #2 CD CENTER BUCK 1/2" J -BOLT W/ 5 1/2" EMBED. 2x P.T. SYP #2 NAILER MIN. OF OPEN���:4_ ING W/ (1) 1/4"x2-3/4" 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS _-_D_. ANCHOR NOT PERMITTED TO BE INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" BELOW TOP OF BUCK. SPACE REMAINING ANCHORS @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY H ¢ _ BUCK TO CMU ATTACHMENT LOCATIONS PER GARAGE DOOR > LL MFR.'S WRITTEN SPECIFICATIONS - >-I- m¢ Uj 45 DEG. BEVEL CUT 0 m N � 2x6 P.T. SYP #2 BUCK --m Q T ¢ - - END, 1 1/2" ABOVE • c7 GARAGE F.F., EA. SIDE SECTION OF OPENING DO GARAGE BUCK DETAIL (MAX. 170C) ,gkARCH PER ELEV 1/2"=1 LINTEL (SEE PLAN) 7/16" O.S.B. EA. SID. 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ CMU �— HEADER (SEE PLAP ARCH PER ELEV 3/4"=1'-0" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE 7/16" O.S.B. EA. SIDI 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD O2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP CO CONT. ROOF SHEATHING NAIL PER PLAN F PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END ` OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY ? ` FRAMING DETAIL DOUBLE TOP PLATE H A K H SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR I \k B RAFTER ` JOCOMMON TRUSS PER PLAN OR CONY. FRAMING w/ C STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS `t OCURVED ROOF TRUSSES PER PLAN OR CURVED } l E K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING '' � NAILED @ 6" O.C. STAGGERED G DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D - NOT USED 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, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" SEE TYPICAL HEADER -RAMING DETAILS FOR 4DDITONAL NFORMATION HEADER CAN BE =1THER UPSET OR )OWNSET) ?x W/ (2) 16d TOE NAILS =ACH END SEE GE01/SD3 FOR OUTLOOKER OR SHEATHING CANTILEVER IF REQ'D, PROVIDE MIN. 2x4 SPF #2 KNEE WALL CLOSURE WALL w/ 3LOCKING ATTACH TO SINGLE TOP AND BASE FOR BEAM SIZE PLATE w/ (2) 16d NAILS STRUCTURAL SHEATHING TO TRUSS. STUDS @ GABLE TRUSS 24" O.C. & EXT. BUILDER FRAME SHEATHING INSTALLED EXT. SHEATHING; PER NAILING PATTERN ATTACH PER BE BEAM. ATTACHED PER NAILING SCHEDULE -O SIDE & TOP NAILER (2) 16d NAILS TO EA. C� COMMON TRUSS CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN SIMPSON LTA2 @ 4'-0" O.C. GABLE TRUSS TO MASONRY TOP KNOCKOUT — COURSE W/ (1) #5 CONT. CONNECTON TO WALL 3) 16d COMMON JAILS (TYP.) (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. SPACEDTITEN HD ANCHORS W/ AIN. 1 4" EMBEDMENT FOR HOLLOW ILOCK OR 3 1/2" EMBEDMENT FOR SOLID ILOCK. MAX. 6" FROM TOP AND BOTTOM )R 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 'ROM TOP AND BOTTOM AND 12" O.C. IETWEEN PT BASE PLATE SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD.CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF KNEE WALL i JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED (2) 2x TOP PLATE TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS i @ 12" O.C. >.x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN 3LOCKING ATTACH TO WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE 716" OSB W/ (2) 8d STRUCTURAL SHEATHING 1 JAILS ON BOTH SIDES FROM TOP BUILDER FRAME '/16" OSB EACH SIDE, WALL TO BOTTOM OF RADIUS AS REQ'D N/ 6d NAILS @ 16" O.C. BE BEAM. ATTACHED PER am -O SIDE & TOP NAILER NAILING SCHEDULE C� 2x4 OTHERWISE SP2 CLIPS 12" O.C. !x BUCKS, EACH STUD TO DOUBLE TOP x 3 1/4" ° PLATE AND SP1 CLIPS EACH 2x8 3/16" x 3 1/4" STUD TO BOTTOM PLATE 2 z/ CONNECTION PERm FO KNEEWALL AT DOWNSET BEAM 8d NAILS @ 4" O.C. SEE GE02/SD3 FOR CONV. FRAME OR OUTLOOKER OR VALLEY TRUSSES PER SHEATHING PLAN CANTILEVER VALLEY TRUSS — MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN GABLE END AT VALLEY FRAMING 3/4"=1'-0" EXT. SHEATHING; ATTACH PER NAILING SCHEDULE CONT. PLYWOOD ROOF SHEATHING PER NAILING SCHEDULE OR OPT. 2x4 BLOCKING PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24" O.C. W/ (2) 16d NAILS TYP. ATTACH TRUSS TO TRUSS BELOW USING (3) 16d NAILS 2x BLOCKING W/ (3) 12d TOE NAILED @ EA. END CONNECTON TO TRUSS 3/4"=1'-0" 8d NAILS @ 4" O.C. CONY. FRAME OR VALLEY TRUSSES PER PLAN MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN FOR WOOD OR MASONRY 2x BUCK DETAIL (2) 2x PLATE LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE i WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE /'VFA KNEEWALL AT UPSET BEAM PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE 1/2"=1 SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D P.T. BUCK FASTENER SCHEDULE w SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 (D /16" x 2 1/4" ° W 1x8 3/16" x 2 1/4" 12" O.C. 2 am a w 0 C� 2x4 3/16" x 3 1/4" 12" O.C. 1 2x63/16" x 3 1/4" ° U 2x8 3/16" x 3 1/4" 12" O.C. 2 NOTES: 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. f 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR 1 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX 2 PLIES OVER INITIAL P T BUCK rn 00 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME Z`s '•6 2 ` Z N OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS 'l6' • 04U (FASTENING) ARE MET. N �:w W �; Q a 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID z ;U O•' Z i Z GROUTED CMU. O ". O =D 6. WINDOW OR DOOR INSTALLATION BY OTHERS ~ �i •• �`�} O W✓j �� •••••••••• • J �* PRF U_ w 0 O STRUCTURAL U w z_Q 0 O J GQ U g ° (D < SHEATHING Z W SCALE: z W am a w 0 C� U TYP. TRUSS TO FRAME �- 0 LAST STUD OF LL Q rn W Y U U ��. z/ CONNECTION PERm Q W a KNEE WALL JOINING (2) 2x TOP PLATE O a STD. CONNECTOR o UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN z0 LLj NOTES tl' .F MAIN FLOOR —zCD0 Q (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY 0 Z FRAME OUT TO BLOCK 0 Jto W _ FOR BEAM SIZE ATTACHED TO MIN. IF OPENING PROVIDED > O a 13 a M CONC. SLAB - ' '�.. ` VERT REINF. BEYOND z (2) 2x FULL HEIGHT PER PLAN) O �— EDGE w 3/4"=1'-0" w z_Q 0 O J GQ U g ° (D < W cn 0 SCALE: z W am a w 0 C� U Z (%1 0,- ch W 0 LAST STUD OF LL Q rn W Y U U ��. EXT FINISH PER PLAN z W a KNEE WALL JOINING (2) 2x TOP PLATE O a UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN z0 LLj tl' .F MAIN FLOOR —zCD0 Q (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY 0 Z Q Jto W _ FOR BEAM SIZE ATTACHED TO MIN. IF OPENING PROVIDED > O a 13 a M CONC. SLAB - ' '�.. ` VERT REINF. BEYOND z (2) 2x FULL HEIGHT PER PLAN) O �— WALL STUDS W/ a- (2)-16d NAILS @ 12" 2x4 SPF #2 KNEE WALL w (2) -16d O.C. W/ STUDS @ 16" O.C. _ 2 1/2" W/ STRUCTURAL co 1/2" x 8" ANCHOR BOLT SHEATHING FROM 0 W OR TITEN HD @ 32" TOP OF WALL TO Q Q O.C. & 6" FROM EACH BOTTOM OF WALL. END ATTACHED PER �. 2x PT BOTTOM NAILING SCHEDULE �•° PLATE OTHERWISE SP2 CLIPS w BUILDER FRAME PRECAST LINTEL OR EACH STUD TO BEAM a RADIUS AS REQ'D KNOCK OUT COURSE "' ABOVE AND SP1 CLIPS 2 EACH STUD TO U MASONRY WALL BOTTOM PLATEZ W it fi FO KNEEWALL AT MASONRY WALL Ix 3/4"=1'-0" PRE-ENG.TRUSS PER06 Q w o'= E PLAN, 24" O.C. MAX U) �/ (� Q Z `n N E, 8 ROOFING MATERIAL Q Z_ U o °> " PER ARCHS m E-- 0 m LL o W J (nOf0>-o 8 QOOov cc SEE FRAMING PLAN Z J = 0 ¢ . FOR CONNECTION O F- w Z Z� Z W Z E INFO 0 �n OU �0Cga SEE ELEVATION �,J TOP OF MASONRY J W Q IX U) w W owo SEE ARCH PLANS FOR = U) 0 OVERHANG INFO 2 0 M RE. ELEV. z ~ FOR O.H. w N TYP. SINGLE TIE -BEAM O M W/ (1) #5 CONT. 0JLL.GROUT SOLID WINDOW PER FLOOR PLAN z o � � o m m 0 O IX 2 > W W J z W WDM �I o 0 -Co o =P O PRECAST CONC. OR z_Q 0 O J GQ U g ° (D < W cn 0 SCALE: z W am a w 0 C� U Z (%1 0,- ch W 0 Q rn W PRE-ENG.TRUSS PER06 Q w o'= E PLAN, 24" O.C. MAX U) �/ (� Q Z `n N E, 8 ROOFING MATERIAL Q Z_ U o °> " PER ARCHS m E-- 0 m LL o W J (nOf0>-o 8 QOOov cc SEE FRAMING PLAN Z J = 0 ¢ . FOR CONNECTION O F- w Z Z� Z W Z E INFO 0 �n OU �0Cga SEE ELEVATION �,J TOP OF MASONRY J W Q IX U) w W owo SEE ARCH PLANS FOR = U) 0 OVERHANG INFO 2 0 M RE. ELEV. z ~ FOR O.H. w N TYP. SINGLE TIE -BEAM O M W/ (1) #5 CONT. 0JLL.GROUT SOLID WINDOW PER FLOOR PLAN z o � � o m m 0 O IX 2 > W W J z W WDM �I o 0 -Co o =P O SEE FOUNDATION PLAN FOR MORE INFO III �IIII 11-- —I F5 W STRUCTURALENG: BAD 0 U DRAFTING: =1 PMAASIONRY WALL PER STRUCT: TNA SEE FOUNDATION _j DETAILS FOR FTG INFO PRECAST CONC. OR z_Q J JOB No. DM -0205377 POWERS STEEL SILL - W SCALE: AS INDICATED TYP. @ALL WINDOWS E' z DATE: 6/11/18 w Z 0 o Y U U ��. EXT FINISH PER PLAN z W a w a LLj tl' .F MAIN FLOOR —zCD0 Q Q Jto W _ ELEV 0 -0 w a 13 a M CONC. SLAB - ' '�.. ` VERT REINF. BEYOND z SEE FOUNDATION PLAN FOR MORE INFO III �IIII 11-- —I F5 W STRUCTURALENG: BAD 0 U DRAFTING: =1 PMAASIONRY WALL PER STRUCT: TNA SEE FOUNDATION _j DETAILS FOR FTG INFO S01 TYPICAL ONE STORY CMU WALL SECTION W WMR &ASSOCIATES, LLC is strictly prohibited. 11 S D1 3/4"=1'-0" u) QC CHECK. EA X JOB No. DM -0205377 cn - SCALE: AS INDICATED E' z DATE: 6/11/18 w 0 S01 TYPICAL ONE STORY CMU WALL SECTION W WMR &ASSOCIATES, LLC is strictly prohibited. 11 S D1 3/4"=1'-0" u) SIMPSON.._ . DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE 1 I I I FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D MAINTAIN 31/4" BRACE TO PLATE BRACING TYP. CLEARANCE BETWEEN 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16" PLYWOOD AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM SHEATHING & J -BOLT EACH END AND 32" ATTACHMENT W/ (3) NAILING PER O.C. MAX. (� 10d TOENAILS EA. END w PLAN SHALL to MIN. (2) TRUSS BAYS w RUN CONT. BACK FROM GABLE w ACROSS GABLE 2x8 P.T. PLATE, CANT. ¢ M TO BOTTOM OF FOR CLG. NAILING w Y END (MIN. 48") SURFACE 'a o m 2x TOP PLATE TO FALSE BEAM. ATTACHED PER PROVIDE 16d NAILS p GABLE END W/ 12d NAILING GABLE END TRUSS TO = NAILS @ 6" O.C. SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL (1) #5 CONT. MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** (GEO GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING ROOF SHEATHING PER ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX (2)16d NAILS PLT. TO END NAILS EA. END STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN — AgkVARIES RAKED DOUBLE TOP PLATE CEILING NAILER AS DOTE: PROVIDE ADDIT'L REQ'D 3LOCKING AS REQ'D 2x8 #2 SPF STUDS @ 'ER HIB -91 & TRUSS 16" O.C. TYP. AANU.'S DRAWINGS; 'EILING GYP. BD. IS 2x8 #2 SYP PT BASE 40T A DIAPHRAGM PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" NOT USED TO STUD) 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) 1'-9" MAX. HOLD WALL 3-1/2" DOWN FOR OUTLOOKER 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. \ GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H!6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'4' 7STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 1ST 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. CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY \ \ REQ'D w/ \ STRONGBACK, SEE \ CHART \ \ GABLE BRACING (+) SEE CHART SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 3/4"=1'-0" 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. 2x4 BLOCKING (2) 1 TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED @ EACH END EACH END.AT 24" C TRUSS PER PLAN TRUSS PER PLAN (2) 16d TOE NAILS MAMA BRACE TO LEDGER SIMP STRONGBACKIF REQ'D PER CHART 04 GABLE END A SHEATHING FASTEN PER \ • ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE . SON LTA2 DOUBLE TOP PLATE MASONRY WALL OR BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d LINTEL SEE PLAN (10) 10d NAILS AND NAILS @ EACH WEB �'• MIN. 4 1/8"Z EXTERIOR SHEATHING. EMBEDMENT OR ATTACH PER PLAN SIMPSON META16 Q_ FROM TOP OF WALL STD CONDITION a@ CMU W TO BOTTOM NZZOF 2x8 #2 SPF STUDS AT SHEATHING PER PLAN SIMPSON DTC, 2 8d ( ) 16" O.C. 1/2" x 8" J -BOLT @ 32"7t NAILS INTO BLOCKING, 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" ''OMMON TRUSS 1 (3) 12d TOENAILS. TRUSS PER PLAN �/o•o.•...o•��j` moi` ANCHOR BOLT OR MSTAM-24 TYP. EA. ++++� W �p SIDE OF EA. STUD. � '•+' ••.•��'� Y Q';•� w 40. , = TITEN HD @ 32" O.C. & CENTERED BETWEEN TRUSS PER PLAN 6" FROM EACH END o / FRAME AND CMU SEE WALL SPLICE DETAIL `•A FOR REQ'D FLASHING I SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING (2)10d NAILS TO 2x4 SYP #2 FLAT BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING@ FRAME CONDITION FO NON-BEARING WALL CLIP DETAIL VAULTED CONDITION @ CMU TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS �— LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN fill NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL 2x4 BLOCKS, (2) 1F'' NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOW FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING C O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIF BETWEEN TRUSS @ 48" O.C. FOR FII BAYS CONNECTION DETAIL --�— FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** %THING PER PLAN RE O.H. IS > 1'-0", END GABLE w/ _OOKERS @ 24" TO RUN BACK TOZ+roirlr�l/lrrr ��j Cf) ''OMMON TRUSS 1 (3) 12d TOENAILS. (n �/o•o.•...o•��j` moi` � ++++� W �p VECT TO DROP _E WITH H2.5 CLIP. � '•+' ••.•��'� Y Q';•� w 40. , = o Z N 2'-0" O.H. ; 2 ..+ O o 0 _j =Q J N uj :w co Q. Q a1 • SLI ZQ. °fie � ?� --� T. 2X4 O �41 ! Z � 24" O.C. m ���IIpI�O ti @ ```` _E END 4THING FASTEN PLAN -E AS REQ'D 'SON H10A DIAG. LOCKING 4DE 2x BLOCKING NAILING 5S PER PLAN PLAN FOR 'ORT AND TIE IN OF JACK 3SES 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 TO WF01/SD1 2X STUDS TYP ATTACH JAMB STUDS PER WF08/SD3 BASE PLATE TO BE ATTACHED TO FTG USING 1/2" 0 J -BOLTS OR EPDXY ANCHOR @ 6 FROM EA. END OF BASE PLATE & WALL OPENINGS & 32" O.C. W/ 7" MIN EMBED. & 2" WASHER. AT SLAB STEP DOWNS, EMBED. MUST BE 7" BELOW STEP P.T BASE PLATE SP4 @ BASE OF EA. STUD U.N.O. SEE BEARING WOOD WALL SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET 3/4"=1'-0" I 1/2"=V-011 (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. '- Z O U) j W C C) sj 'w c � � U ° A� \a i z °0 — C W Z C) c� i > LL] D06 Uj 0- U9 b co Z H> J°D _I cnR0 W >=o Z QO°1XV _l 20Q"c W Z ZMZwZ E C O aU_WY= > U �0w M J 1•,1•,I Q IX M i W I- U_ U o O fn O i M — ti M LUL Q 1 r j m Wrj ' W O U) J Z � LL (1) 1� i O W >- O ' _j=OZ Y V V O W0)CD c) ID __j 5; z � Q�QNQ —� � Q _j W -- �12oa�r� — i STRUCTURALENG: BAD DRAFTING: i i-STRUCT: TNA i QC CHECK: EA JOB No. DWH-0205377 i i SCALE: AS INDICATED DATE: 6/11/18 SD2 NOTE: PLATE LENGTHS MUST BE AT LEAST 8'-0" LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. - PENETRATION OF WITHIN 48" OF SPLICE MORE THAN 50% OF THEN (2) ROWS 10d NAILS TOP PLATE WIDTH @ 8" O.C. OTHERWISE INSTALL SIMPSON DOUBLE TOP PLATE PSPN516Z W/ (12) 16d r NAILS TYP. TOP &BOT. t I ATTACH 2x4 STUDS TO - (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. IL OTHERWISE 2x4 WALL BEYOND w/ (2) AGAINST 2x8 STUDS A8 ATTACHED PER -_ -_ - O.C. MAX. M/ti (WF08/SD3) ' SHINGLE ONLY _ III I I I ATTACH 2x8 STUDS TO - 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. �... ADDITIONAL HGAM10 FROM TOP PLATE W/ (4) 12d WALL SHEATHING O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III (2) 2x8 SYP #2 P.T. BOTTOM TOE -NAILS TYPICAL SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO . AT ALL LOCATION TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE TOP PLATE TO FRAA PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL TOP PLATE. ATTACH PANEL W/ (2) 10d NA W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW (SOLID BLOCK W! 2x6) NAILING REQUIREMENTS THI DETAIL FOR ALL TOF PLATE SPLICE LOCATIONS) i TOP SPLICE —� DOUBLE 2x8 TOP IVI PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE PRE -ENG. ROOF 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 2 OR HORIZONTALLY (2) 2x BUILT-UP COL. TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ DOUBLE TOP PLATE TF 71 T___ I>- WALL SPLICE, FIELD - Z 4- z ID z � 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d I - (2) 12d NAILS @ 5 I I I I I I VERIFY IF REQUIRED w Q a=� w Q NAILS @ 3" O.C. NAIL OPENING PERIMETER ROWS OF 8d NAILS TO MASONRY w/ 2x4 PT IL SYP #2 LEDGER w/ 1/4" o w/ (2) PRE-ENGINEERED O.C. ROOF TRUSSES @ 24" -_ -_ - O.C. MAX. a � 0 = @ 3" O.C. IN HORIZONTAL CONDITIONS ' SHINGLE ONLY _ III I I I ENDS. IF HEADER HEIGHT 4O NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. �... ADDITIONAL HGAM10 FROM O.C. MAX. WALL SHEATHING O = U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III (2) 2x8 SYP #2 P.T. BOTTOM III I I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III 2x SCAB w/ 10d NAILS III I I I I I DETAIL. MAX 1/8" SO4 HEADER @ POCKET SLIDER @4"O.C. III OPENING I II SPACE BETWEEN w W HEADER Wt 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III III 4 PANELS w U- BOTTOM X_ (2) 8d TOE NAILS TO TRUSS CONNECTION J II II II II (2) 8d TOE NAILS LEDGER PER PLAN IIIrA TY UND III I I I I I 100 2x STUDS BEYOND, EXTERIOR SHEATHING 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER NING III I I I I I I SEE PLAN FOR MORE U_ PROVIDE PIECE OF III III NAILS 16" O.C. @ III I I I I I I I I I INFO Z� 0 w SHEATHING BETWEEN __ I ATTACHED PER SEE ELEV FOR III 2 } 0 EXTERIOR WALL I I I I I I cn ¢ f- SHEATHING & BLOCKING. I Al—IL - -i ILL - _u _ . L - -IL NAILING SCHEDULE � _ � O SHEATHING TO HAVE -== �� U0° SAME THICKNESS& Ow U_ O STRENGTH ORIENTATION FLO_OR_SY_ST_EM_ "LL AS EXTERIOR WALL - - - - - _ _ _ • 0 SHEATHING CUT TO IT 1 2x BOTTOM PLATESTUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN (2) 16d COMMON z SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS "F1EXTERIOR SHEATHING SCHEDULE FLATWISE W/ (2) 16d NAILS EACH END @ 3" O.C. TOP & BOT. OF SHEATHING SPLICE SEE I PLAN SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL PRE-ENGINEERED \N SIMPSON LSTA30 W/ ROOF TRUSS - SEE !! (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS a SPACING EXTERIOR SHEATHING STRAP AROUND W SEE PLAN FOR NAIL PER PLAN TALLER STUD) w CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & ROOF SHEATHING, SPACING. MIN (2) 2x INSTALLED ABOVE, FASTEN NAIL PER PLAN (2) 2x BUILT-UP COL. U.N.O. DOUBLE TOP PLATE F1 SECTION @ DOUBLE BEARING MEMBERS ONLY SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE TO GABLE END STUDS @ EACH STUD (2) 12d NAILS @ OR VINYL SOFFITS SDS SCREWS @ 16" EACH END O.C. MAX.; PRE-ENGINEERED \N SIMPSON LSTA30 W/ ROOF TRUSS - SEE !! (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS a SPACING EXTERIOR SHEATHING STRAP AROUND W SEE PLAN FOR NAIL PER PLAN TALLER STUD) w CONNECTION 2x BRG WALL, SEE PLAN FOR STUD SIZE & SPACING. MIN (2) 2x UNDER GIRDER TRUSS U.N.O. 2x BLOCKING SIMPSON LSTA24 EACH STUD 2x BRG WALL, SEE PRE -ENG. ROOF PLAN FOR STUD SIZE & TRUSS PER PLAN SPACING. MIN (2) 2x INSTALLED ABOVE, FASTEN UNDER GIRDER TRUSS SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) 0 5/8" THREADED ROD w/ o. NUT SET IN ADHESIVE \ ° d II v SEE FOUNDATION a i , / PLAN FOR ADDITIONAL U INFO SIDE VIEW @ BASE OF POST (CDO CORNER COLUMN FRAMING SEE FLOOR PLAN FOR MORE BRG. WALL INFO (2) 2x TOP PLATE ATTACH 2x TO — BUILT-UP W/ (2) ROWS OF 10d NAILS STAGGERED @ 8" O.C. F18) STEP @ BEARING FRAME WALL 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/z" SIMPS. SDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS W/ (2) 1/4" X 3'/" SIMPS. SDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 12 PT SYP #2 LEDGER w/ (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP TRUSS AND SHEATHING PER PLAN 2x4 SYP #2 LEDGER. INSTALLED ABOVE, FASTEN TO STUDS OR BEAM w/ (4) 10d NAILS FOR (2) 1/4" X 4%" SIMPS. CONY. FRAMED SDS SCREWS @ 16" MEMBERS ONLY O.C. MAX.; 16" O.C. FASTEN EXT. TO GABLE END STUDS SHEATHING W/ 8d NAILS 6" W/ (2) 1/4" X 3'/" SIMPS. T-0" MAX OR VINYL SOFFITS SDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT ROOF SHEATHING, FASTEN PER PLAN SYP #2 LEDGER w/ 1/4" 2x4 SYP #2 OR x 2 3/4" TAPCONS @12" PRE-ENGINEERED O.C. ROOF TRUSSES @ 24" O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR ' SHINGLE ONLY (S&01 TYPICAL SHED ROOF DETAIL ENDS. IF HEADER HEIGHT PLATE ., ..� .... , ..,.., ?LATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION 1' TID/2 ° 0 0 0 ° D= NAIL SPACING - O ° ° ° ° M N - -I- I - - PER NOTE #2 M I I SHEATHING PER PLAN WALL DOUBLE TOP ��TPLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING _ S S PER NOTE #1 M M - - o SINGLE NAIL EDGE SPACING NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON I NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE I BOARD W/ A35 ON ONE SIDE I OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) I FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B L SHEATHING (THICKNESS PER PLAN) TO PRE -ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24"� O.C. MAX. ;F01 FIELD FRAMED VALLEY DETAIL NOT USED 112"=V-0" NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" 1" EDGE 1 1/2" EDGE ___)L� �11 10d x 3" COMMON 0lo 2 1/2" z o z W w 1 1/2" w N N _ � N I N I I N 10d x 3" COMMC 10d x 3" COMMON OPP. SIDE } I U ? I I a l l U co a o0 U 4 - co (2) 2x4's (2) 2x6's EFO TYPICAL BUILT-UP STUD COLUMN DETAIL -44zj ero 2x SCAB w/ 10d NAILS @4"O.C. PER -ENG TRUSSES PER PLAN TRUSS CONNECTION PER PLAN CMU WALL PER PLAN 10d x 3" COMMC OPP. SIDE (2) 2x COLUMN 2 1/2" EDGE (2) 2x8's O z 0- :n �o c C 0 u a EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 1-1/2 =11-01, TRUSS AND BUILDER NOTE: CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. SOFFIT FRAMING NOT TRUSS W/ (2) 12d TOENAILS 2x8 SYP #2 P.T. VERTICAL @ REQUIRED WITH ALUMINUM 16" O.C. FASTEN EXT. • SHEATHING W/ 8d NAILS 6" O OR VINYL SOFFITS NtO yy 00,Jff IN FIELD. FASTEN TOP z ROOF SHEATHING, FASTEN PER PLAN 20VF,Q Cqe <<c�C ROOF SHEATHING, FASTEN PER PLAN O 11 �b > HGAM10 TOP AND BOTTOM o Op S 1/4" x 1 1/2" SDS SCREWS & (4) y ' @ 32" O.C. & MIN. 6" FROM ENDS. IF HEADER HEIGHT 2x4 FRAMING @ 24" 2x4 FRAMING @ 24" �... ADDITIONAL HGAM10 FROM O.C. MAX. O.C. MAX. POCKET SGD PROVIDE (4) 10d x 3" PROVIDE (4)10d x3" (2) 2x8 SYP #2 P.T. BOTTOM NAILS AT JOINT NAILS AT JOINT MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN 2x SCAB w/ 10d NAILS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER @4"O.C. 0 PER -ENG TRUSSES 2x FASCIA PER PLAN W 2x FASCIA X_ (2) 8d TOE NAILS TO TRUSS CONNECTION J � (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ Ca Q 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d O.C. NAILS 16" O.C. @ PLAN it SFF FI F\/ FnR ATTACHED PER SEE ELEV FOR CONDITION rd)@ CMU WALL TYPICAL SCAB OVERHANG 314"=1'-0" I w I 0 I I JQ' - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. O.H. SIZE CONDITION @ FRAME WALL PRE ENGINEERED TRUSS AND IF PERPENDICULAR TRUSS CONNECTIONS PER INSTALLED ABOVE, FASTEN PLAN TYP. 2x8 #2 SYP TOP PLATE TO TRUSS W/ (2) 12d TOENAILS 2x8 SYP #2 P.T. VERTICAL @ d 16" O.C. FASTEN EXT. • SHEATHING W/ 8d NAILS 6" O O.C. AT EDGES AND 12" O.C. NtO yy 00,Jff IN FIELD. FASTEN TOP z PLATE TO VERTICAL STUDS < O. zzi W. (4) 12d NAILS O ° > HGAM10 TOP AND BOTTOM o PLATE TO CMU WALL W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" x 2 3/4" TAPCONS TO CMU ' @ 32" O.C. & MIN. 6" FROM ENDS. IF HEADER HEIGHT EXCEEDS 2'-0" ADD AN �... ADDITIONAL HGAM10 FROM to CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT Y B (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER LEDGER @ LOW ROOF 10dx3" 10d x 3" OPP. SIDE D3 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. rn 11 �W CO +a.%%oo�lllll// Q- 00 ��G J�jG �� W ••...... INCE PER � •° :C M •. �o w 6•: C O Os NtO yy 00,Jff z :U < O. zzi O ° > C5 � _C) . 14-10- •, LL �.� m to 111111 LU 0 O U 0 z o W J � Q Ca Q STRUCTURAL SHEATHING it ATTACHED PER NAILING SCHEDULE w H 2x4 #2 SYP CONT. W/ 0 (2) 16d COMMON z NAILS EA. STUD OR Z TRUSS MEMBER, c0-4 TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) E" 1/4" TAPCONS W/ n' MIN. 2" EMBED. @ 24" w w U O.C. TRUSS OR ROOF JO W SYSTEM = F- WOOD/MASONRY WALL OR TRUSS, U SEE PLAN a O U o W Q w M U w w 3/4"=1'-0" a ° Q U Oi A cd " <� 9 O r U J 8 2 U ° z U a z _O z a w Z UW J Q W zv�,�� c~n (] (°'6 3 D Qz M Q Q OU Q J J op 3 U w I- UNVmu c O W -j U o: o >= o 8 Q=°o¢�ca O uj E WZ LLY=Q OU 0 J W F 0 XU) W Wopo = cn O v M z Q ti � M O J a W z o � Q m � O D WO J Z z w LLJ 0 0 LU = � Q 0 z = JPO~ Yv0O Z n W O, O. a, = Z LU a Q )> Z O 0 0 Q 0 C4 - 0 W 0 STRUCTURAL ENG: BAD DRAFTING: _U w -STRUCT: TNA QC CHECK: EA JOB No. - DWH-0205377 U SCALE: - AS INDICATED QJ DATE: 6/11/18 Z w 0 D3 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. SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO — FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS —J SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, — WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING BOND BEAM •e LINTEL AS PER PLAN WD. HD. HT. SEE PLAN DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. P►IIltaP►lRinal 4ZINt'_1,11. 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i FLOOR SYSTEM DRAFTNORtl- STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS TYPICAL TRUSS TO SIMP. HTT4 FRAME CONNECTION. W/(18) 16d x 21" NAILS SEE STANDARD TO POST (U.N.O. ON CONNECTOR NOTES FRAMING PLAN) & $" ALL THREAD W/7" MIN. \ REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 STRAP CENTERED PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS NAILING SCHEDULE SIMPSON LSTA24 STRAP W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL BUILT-UP COLUMN BEAM USING SIMP. SET W FLOOR TRUSS SEE TO BOT. (RIBBON/ INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN ATTACHED PER PLAN AND GIRDER/BEAM FRAMING PLAN FOR BEAM) PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d CONNECTION INFO. NAILING SCHEDULE. SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS NAILS (2) 2x SILL AT WINDOW SYSTEM INSTALL COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR GIRDER OR W/ 2x CRIPPLE STUDS KNEEWALL & PROVIDE FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d UNDER COLUMN NAILS @ 8" O.C. THEN SO TYPICAL GIRDER COL. CONNECTION fiSO TYPICAL GIRDER COL. Cn1_ HIGH BEAM STUDS @ 16" O.C. ABOVE BAND JOIST & BLKG OR LVL GIRDER PRECAST SILL OR SILL 3/4"=1'-0" PER WINDOW 2x 2ND FLOOR STUDS MANUFACTURER MTSC40 POST ABV. TO WRITTEN (2) SIMPSON LSTA18 - SPECIFICATIONS - EXT FINISH PER PLAN PROVIDE SOLID VERT REINF. BEYOND f•e FLOOR W/ (14) 10d MASONRY WALL PER SEE FLOOR FRAMING PLAN SYSTEM TO MATCH FIN. FLR. f1. '11, FRAMING PLAN FOR 0'-0" r■ •- SYSTEM INFO. - a l ,.�• e GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. P►IIltaP►lRinal 4ZINt'_1,11. 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION i FLOOR SYSTEM DRAFTNORtl- STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. PRE-ENGINEERED ROOF TRUSS - SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS TYPICAL TRUSS TO SIMP. HTT4 FRAME CONNECTION. W/(18) 16d x 21" NAILS SEE STANDARD TO POST (U.N.O. ON CONNECTOR NOTES FRAMING PLAN) & $" ALL THREAD W/7" MIN. \ REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 STRAP CENTERED PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERAL LOADS NAILING SCHEDULE SIMPSON LSTA24 STRAP W/ (22) 10d NAILS. BEND STRAP OVER TOP PLATE MAX. 3", THEN RUN DOWN FACE OF JAMB STUDS/ HEADER EXTERIOR SHEATHING FROM TOP OF WALL BUILT-UP COLUMN BEAM USING SIMP. SET W FLOOR TRUSS SEE TO BOT. (RIBBON/ INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN ATTACHED PER PLAN AND GIRDER/BEAM FRAMING PLAN FOR BEAM) PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d CONNECTION INFO. NAILING SCHEDULE. SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS NAILS (2) 2x SILL AT WINDOW SYSTEM INSTALL COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR GIRDER OR W/ 2x CRIPPLE STUDS KNEEWALL & PROVIDE FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d UNDER COLUMN NAILS @ 8" O.C. THEN SO TYPICAL GIRDER COL. CONNECTION fiSO TYPICAL GIRDER COL. Cn1_ HIGH BEAM STUDS @ 16" O.C. ABOVE BAND JOIST & BLKG OR LVL GIRDER SOLID SHEATHING @ 3/4"=1'-0" SOLID SHEATHING @ 2x 2ND FLOOR STUDS HEADER MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 - POST BELOW U.N.O. NAILING PER FLOOR DETAIL WF10/SD3 STRAPS CENTERED @ PROVIDE SOLID AJ FLOOR W/ (14) 10d BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS SYSTEM TO MATCH PLAN FOR FLOOR FRAMING PLAN FOR COL. DIMENSION SYSTEM INFO. & SP8 @ 2x8 STUDS) REFER TO PLAN FOR IF FLOOR SYS. NOT PRESENT PER FLOOR NAILS. BEND STRAP BUILT-UP COLUMN CONNECTION ATTACH 2x STUDS W/ INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.0 U.N.O. ON PLAN STRAPS CENTERED @ U.N.O. ON PLAN BEARING WALL PER FLOOR W/ (14) 10d FACE OF JAMB STUDS/ PLAN BEYOND NAILS HEADER - SEE 2ND COLUMNS HEADER -SEE 2ND (2) SIMPSON LSTA18 MID -HEIGHT BLOCKING (2) SIMPSON META16 STRAPS CENTERED Cc PER BEARING WALL FLOOR TRUSS TO FLOOR W/ (14) 10d SCHEDULE MASONRY WALL NAILS 01 JAMB STUDS (3) 2x STUD PACK — COLUMN BASE EXT. SHEATHING ATTACH PER NAILING CONNECTION PER FLUSH W/ FACE OF SCHEDULE PLAN MASONRY ATTACHED IF HEADER IS UPSET TO BOTTOM OF FLOOR PER NAILING ATTACH 2x STUDS W/ REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.0 FOUNDATION PLAN 1/8" GAP BETWEEN BEAM) ATTACHED PER FOR FTG. SHEATHING AND PLATE W/ (2) 10d INFORMATION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE TOENAILS. EXT. MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR CONC. SLAB - PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E MIN THICKNESS SHALLS03 TYPICAL TWO STORY COL. @ GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT (3) 2x STUDS CALIFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A ATTACH SILL W/ (2) 10d 3/4"=1'-0" TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 W/ (18) 10d x 22' NAILS TO POST (U.N.O. ON FRAMING PLAN) & $" ALL THREAD W/ 7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR SOLID SHEATHING @ % 3/4"=1'-0" SOLID SHEATHING @ TRUSSES TO BE P.T. IF HEADER FLOOR SHEATHING & PER HEADER F(J<<S SIMPSON SP4 W/ (6) NAILING PER FLOOR DETAIL WF10/SD3 F SIMPSON SP4 W/ (6) ATTACHED PER ATTACH PER NAILING 10d x1-1/2" @ 24" O.C.<<S (FELT PAPER OR SIM) IS 10d x1-1/2" @ 24" O.C. yFFj (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 yFFT (USE SP6 @ 2x6 STUDS FRAMING PLAN FOR & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR NAILS. BEND STRAP FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE PROVIDE BLOCKING U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN MASONRY WALL SEE BOTH SIDES OF THE WALL FACE OF JAMB STUDS/ SO HEADER CONNECTION CaD- 2nd FLOOR 2x BOTTOM PLATE W/ HEADER - SEE 2ND HEADER HEADER -SEE 2ND W FLOOR PLAN FOR MIN. BOTTOM PLATE W/ (MAX) FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D AGAINST TRUSS7 HEADER SIZE & REQ'D SHEATHING/ DRYWALL (2) 12d @ 12" O.C. JAMB STUDS 01 JAMB STUDS ATTACHMENT W/ (2) " (1) ROW 8d NAILS @ 3 EXTERIOR SHEATHING W/ (3) 12d NAILS EACH TO BOTTOM PLATE/ O. O.C. WALL SHEATHING FROM TOP OF WALL IF HEADER IS UPSET TO BOTTOM OF FLOOR EA. END TO BOTTOM PLATE AND WINDOW IS SYSTEM (RIBBON / TOP RIBBON 2x SYP #2 RIBBON (MIN LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET 2x SYP #2 RIBBON (MIN PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS SYS. 42 FLOOR KNEE WALL, STUDS @ TOENAILS. EXT. 16d NAILS; BOTTOM LOWER: (1) 2x SILL CONC. SLAB - HEADER OPENINGS 16d NAILS; BOTTOM PLATE W/ (2) 10d SEE TRUSS LAYOUT LESS THAN 4FT:(1) 2x (MAX) @TEACH END. TRUSS TO TOENAILS. EXT. BRG DIRECTLY ON SILL PLATE W/ (2) 10d PLAN FOR MORE INFO HEADER OPENINGS BRG DIRECTLY ON CMU TOENAILS. OPENING U)j�m -pr- -pr (nW0 o LESS THAN 4FT:(1) 2x ° STANDARD CONNECTOR LARGER THAN 4FT: (2) (2) ROWS 8d NAILS @ SILL PLATE W/ (2) 10d Qoow� M 2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS LARGER THAN 4FT: SIMPSON META16 AT CANTILEVER SHEATHING TO EA. CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE W/ A355 PLAN BOTTOM RIBBON W/ (2) 10d TOENAILS STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x TO BOTTOM PLATE T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. SEE FOUNDATION SHEATHING REQ'D STUDS @ 16" O.C. W/ (2) 10d TOENAILS O T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D T&B) NO MOISTURE TRUSS TO CMU W/ UNDER WINDOW OF SILL (MAX OPEN'G 2 STRAP PER STANDARD WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR _ OPENINGS GREATER THAN BUT LESS THAN 6' 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR 3/4"=1'-0" % 3/4"=1'-0" PER PLAN ATTACI TRUSSES TO BE P.T. IF FLOOR SHEATHING & SHEATHING PERSHEATHING FLOOR SHEATHING & PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN NO MOISTURE BARRIER TRUSS W/ 8d NAILS AT NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING TOENAILS EACH E (FELT PAPER OR SIM) IS FRAMING NOTES 2x STUDS ,SEE FRAMING NOTES 2x STUDS ,SEE NAILING SCHEDULE SCHEDULE PROVIDED AGAINST TRUSS FRAMING PLAN FOR FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE W/ (3) 12d NAILS E SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO SO HEADER CONNECTION CaD- 2nd FLOOR BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=1'-0" % 3/4"=1'-0" PER PLAN ATTACI ATTACH TO FLOOR FLOOR SHEATHING & SHEATHING PERSHEATHING FLOOR SHEATHING & PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN SCHEDULE, TRUSS W/ 8d NAILS AT NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING TOENAILS EACH E 16" O.C. TOP AND BOTTOM CHORDS FRAMING NOTES 2x STUDS ,SEE FRAMING NOTES 2x STUDS ,SEE NAILING SCHEDULE SCHEDULE PLAN AGAINST TRUSS FRAMING PLAN FOR FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE W/ (3) 12d NAILS E PLATE 2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR TRUSS TO DOUBLE @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE PLAN TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE PLAN W 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. BOTTOM PLATE W/ (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/ C AGAINST TRUSS7 (2 (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3 O.C. WALL SHEATHING ATTACHMENT W/ (2) " (1) ROW 8d NAILS @ 3 Q W/ (3) 12d NAILS EACH TO BOTTOM PLATE/ O. O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING END TOP CHORD BOTTOM PLATE/ EA. END TO BOTTOM PLATE i PRE -ENG FLOOR TRUSS TOP RIBBON 2x SYP #2 RIBBON (MIN OR FIELD FRAME 2x4 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) LU 0 SYS. 42 FLOOR KNEE WALL, STUDS @ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM CONC. SLAB - TRUSSES @ 24" O.C. 16 O.C. W/ (2) 16d NAILS 16d NAILS; BOTTOM RIBBON TO BE PT IF SEE TRUSS LAYOUT SEE FOUNDATION (MAX) @TEACH END. TRUSS TO RIBBON TO BE PT IF BRG DIRECTLY ON FOR HANGER PLAN FOR MORE INFO CMU W/ STRAP PER BRG DIRECTLY ON CMU CMU U)j�m -pr- -pr (nW0 o I_ ° STANDARD CONNECTOR (2) ROWS 8d NAILS @ (2) ROWS 8d NAILS @ Z Qoow� M NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL Z:)2ujZ MASONRY WALL PER ' f (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN O.C. WALL SHEATHING PLAN BOTTOM RIBBON MASONRY OR MTS12 RIBBON TO BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR 1/8" GAP BETWEEN NOTE: ALL FLOOR SHEATHING & CMU TRUSSES TO BE P.T. IF WALL TRUSSES TO BE P.T. IF O DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE 2 STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" (1) SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN AND GIRDER/BEAM BELOW W/ (22) 10d NAILS SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM HEADER CONNECTION @ 2nd FLOOR HIGH BM ACCOMMODATE SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP CHORD STRAP FLOOR SHEATHIN rn � PER PLAN ATTACI SHEATHING PER PLAN PER NAILING ATTACH PER NAILING SCHEDULE2x4 SCHEDULE, #2 SYP BLOCK CONTINUOUS FROM @ 48" O.C. W/ (2) 1 TOP OF TOP PLATE TO TOENAILS EACH E BOTTOM PLATE. 2 BEARING WALL PER 2x4 #2 SYP ANGLE PLAN AGAINST TRUSS ROWS 1/4"x3" SDS VERTICAL @ 48" C DOUBLE BOTTOM W/ (3) 12d NAILS E PLATE END (2) H5 EA. FLOOR *I TRUSS TO DOUBLE BOTTOM PLATE, SLIT FLOOR TRUSSES FLOOR DECKING TO PLAN ACCOMMODATE SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP CHORD STRAP w rn � TNA U ATTACH TRUSS 00 e''+�`i••eoees.•• • :1 BOTTOM CHORD TO M LL 'A i y r, Q C.j+ 2 �r O O. J = BEAM BELOW W/ (2) 2x RIBBON OR t v ROWS 1/4"x3" SDS BLOCKING W/ (4) 16d BEAM PER PLAN SCREWS @ 12" O.C. OR (3) 16d TOENAILS z MAX BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED TRUSS PER PLAN TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fiSl' CANTILEVERED FLOOR TRUSS CONNECTION fi—s3k FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4"=1'-0" FLOOR SHEATH[ PER PLAN ATTA( PER NAILING SCHEDULE FLOOR TRUSSES PLAN 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (2) H2.5A TRUSS TO —� BEAM U.N.O. (1) ROW 8d NAILS @ T' O.C. WALL SHEATHING BEAM PER PLAN TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM PERPENDICULAR TRUSS TO DROPPED BEAM JOIST CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE WS10/SD4 FOR ADDITIONAL INFO Z� a LU a SLOPE Uj r U) SECTION AT BALCONY 3/4"=1'-0" 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONT. TO BOTTOM OF FLOOR TRUSS, SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS REQ'D SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED PER NAILING SCHEDULE SLOPED BALCONY FLOOR JOIST (12" TALL) W/ LUS26 OR LUS46 TO LEDGER 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SDS SCREWS EQ. SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM TOP & BOTTOM) NOT USED 3/4"=1'-0" (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM PARALLEL TRUSS TO DROPPED BEAM COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" iHE Nw i w rn � TNA U 00 e''+�`i••eoees.•• • C JOB No. PO4 Q M LL 'A i y r, Q C.j+ 2 �r O O. J = D �^ t v � FW- 0 < = o ¢ o; Z 0 z *I •N• w LL iHE Nw i -STRUCT: TNA U j QC CHECK: EA ] C JOB No. DWH-0205377 i j SCALE: AS INDICATED L -- DATE: 6/11/18 A > U W °0 z C Q Z (D i j LU 0 J �w j O 06 F --Z 8 Q Z N� CI > W ♦♦^^ V! H -1 U)j�m -pr- -pr (nW0 o I_ O Z Qoow� M > ~ Z:)2ujZ E �0W a F-- U j W W Q I— IxLn �U� O = 2 M C LUL 00 � > O O W J Z w W Q M u O w y- _ P Q > w Y= U Z U — O C W O) a, a e<Z LUaZ 1` ~ Q (� p> O N Q _ ] wUj a.Qa.gW — 0 STRUCTURALENG: BAD q DRAFTING: SD4 -STRUCT: TNA j QC CHECK: EA ] C JOB No. DWH-0205377 j SCALE: AS INDICATED L -- DATE: 6/11/18 SD4 (2) 2x SYP #2 BUILT-UP STU[ COLUMNS 3ER BY OTHERS 3S PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER @ GIRDER 3/4"=1'-0" 2x8's MIN. SPF #2 @ 16" 2x BASE PLATE W/ (2) — O.C. MAX W/ MID POINT \ 12d NAILS @ 12" O.C. 2x BRG WALL W/ SIMPSON SP2 @ ADDITIO USE SIMPSON MTS12 2x BRG WALL W/ MTS12 MAY BE USED @ BASE.(WHEN OR LSTA18 TO SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d BLOCKING BELOW. SP1 @ BASE. LSTA18 TOENAILS EACH END NOT REQ'D IF STUD IS OR MTS12 MAY BE STRAP; CENTER CONNECTED W/ MTS12 USED @ BASE 2x BASE PLATE W/ (2) OR LSTA18 I 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d EXTERIOR SHEATHING PLAN TOENAILS EACH END ATTACH PER NAILING 3/4" FLOOR SHEATHING (2) 2x4 #2 SYP SCHEDULE ATTACHED PER BLOCKING W/ SIMPSON (2) 2x4 #2 SYP NAILING SCHEDULE HUC24-2 EACH END, BLOCKING W/ SIMPSON PLATE W/ 1/2" EPDXY USE (4) 10d & (2) 10d HUC24-2 EACH END, JAMB STUD CONDITION NAILS. UNDER USE (4) 10d & (2) 10d (TRUSS. VERIFY W/ WINDOW JAMBS USE NAILS. UNDER SEE PLAN (2) 2x6 W/ HUC26-2. WINDOW JAMBS USE OR WOOD WALL PER LOW ROOF TRUSS SEE (2) 2x6 W/ HUC26-2.' 3/4" EMBED. @ 32" O.C. & 3" TRUSS PLAN FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG CONNECTIONS I" (0N m LL -j v0Xo>=o ON MASONRY USE J -BOLT W/ MIN. 7" MASONRY (SHOWN) META16 @ 24" O.C. OR Q=O00 v Z Z=?ZujZ E OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) O.C. & 3" FROM EACH W O S14 SECTION @ RAISED HEEL TRUSS 6S,SECTION W 1/2"=l' -O" AND CMU (2) 2x SYP #2 BUILT-UP STU[ COLUMNS 3ER BY OTHERS 3S PER PLAN 3ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS LEDGER @ GIRDER 3/4"=1'-0" COMBO TRUSS 1/2"=11-0" 2x8's MIN. SPF #2 @ 16" 2x8 MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT \ BLOCKING (U.N.O.) 2x BRG WALL W/ SIMPSON SP2 @ ADDITIO TOP & SP1 @ BASE. LSTA18 OR MSTAM24 EA. SIDE OF MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 TO TRUSS BELOW) 3/4" TAPCONS PER 3/4" FLOOR SHEATHING ATTACHED STRAP; CENTER PER NAILING SCHEDULE STRAP BETWEEN (2) 12d TOE NAILS MASONRY WALL AND I FRAME WALL FLOOR TRUSS PER o MIN. 2x6 #2 SYP CONT. PLAN CONTRACTOR MAY USE SCHEDULE SIMPSON HTT4 AT & 3" FROM WINDOW JAMB STUDS TRUSS TO LEDGER INSTEAD OF INDICATED LEDGER RECESSED I EXTERIOR FLAT STRAP. SEE PLAN 10 INTERIOR FLAT STRAP PLATE W/ 1/2" EPDXY IS STILL REQUIRED AT ti JAMB STUD CONDITION O.C. I SEE ARCHS FOR —� (TRUSS. VERIFY W/ FURRING AND TRUSS INTERIOR FINISH MASONRY (SHOWN) MASONRY WALL PER OR WOOD WALL PER PLAN PLAN 3/4" EMBED. @ 32" O.C. & 3" COMBO TRUSS 1/2"=11-0" WALL SPLICE DETAILS EXTERIOR SHEATHI" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" V \ ARCHS O.C. - SEE FRAMING ADDITIO PLATE ATTACH PER r------- -------------------.- PLAN FOR MORE INFO. I I ROOF SHEATHING — 2x4 BLOCKING TRUSS TO LEDGER I PER NAILING FRUSS BETWEEN STUDS W/ SCHEDULE I SHEATHING PER PLAN (2) 12d TOE NAILS I I ATTACH PER NAILING EACH END o MIN. 2x6 #2 SYP CONT. SIMPSON LUS26 OR IMAX - EQUALLY SCHEDULE SEE PLAN FOR & 3" FROM SDS WOOD SCREWS @ — — — — — — — — r TRUSS TO LEDGER 2x8 #2 SYP P.T. SILL LEDGER RECESSED I I FROM EA. END - USE I . PLATE W/ 1/2" EPDXY (3) SCREWS FOR 24" ( SIMPSON LUS26. USE FECESS LEDGER INTO O.C. I ANCHOR BOLT OR (TRUSS. VERIFY W/ I TRUSS 'TRUSS SHOP J -BOLT W/ MIN. 7" f'2 2x8 #2 SYP P.T. SILL LRAWINGS---------------------- 2x8 SYP#2 LEDGER W/ 3/4" EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY MIN. (4) 16d NAILS TO PLANS C� Z N m _Z U�Q� j"� FROM EA.END ANCHOR BOLT OR RECESS LEDGER SIDE OF G.T. USE (4) I" (0N m LL -j v0Xo>=o O J -BOLT W/ MIN. 7" O STUDS BELOW Q=O00 v Z Z=?ZujZ E EMBEDMENT @ 32" MAX 1/8" GAP O.C. & 3" FROM EACH W O BETWEEN SHEATHING END W W AND CMU '. = STUDS ABOVE TO J LL I . . ° CONT. #5 IN TIE BEAM EXT. FINISH PER STUDS BELOW ARCHS STUDS ABOVE TO �. WALL SPLICE DETAILS EXTERIOR SHEATHI" LEDGER @ OPEN TO BELOW ALIGN 2ND FLOC FROM TOP OF WALL r ----------------------------I WALL SE TO BOTTOM OF SILL I ADDITIO PLATE ATTACH PER r------- -------------------.- NAILING SCHEDULE I I ROOF SHEATHING — I5IMPSON H2.5A EA.ATTACH TRUSS TO LEDGER I PER NAILING FRUSS i SCHEDULE I I PRE-ENGINEERED — I I TRUSS PER PLAN I o MIN. 2x6 #2 SYP CONT. SIMPSON LUS26 OR IMAX - EQUALLY LEDGER W/ (2) Y4'x3-1/2" SEE PLAN FOR & 3" FROM SDS WOOD SCREWS @ — — — — — — — — r TRUSS TO LEDGER 16" O.C. MAX. & 3" LEDGER RECESSED I I FROM EA. END - USE I INTO TRUSS. VERIFY I I (3) SCREWS FOR 24" ( SIMPSON LUS26. USE FECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS 'TRUSS SHOP I LRAWINGS---------------------- 2x8 SYP#2 LEDGER W/ TO BUILT UP STUD U.N.O. ON FRAMING MIN. (4) 16d NAILS TO PLANS C� Z N m _Z U�Q� j"� EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) I" (0N m LL -j v0Xo>=o O 16d NAILS) LEDGER @ OPEN TO BELOW I ---------------------------J OPT. TRUSS RECESS LEDGER SECTION @ LOW ROOF 3/4"=1'-0" NOT USED 3/4"=1'-0" 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d ALIGN 2ND FLOC SEE 2NC r ----------------------------I WALL SE STUDS I ADDITIO I ( INFORM I SIMPSON H2.5 I W/ (2) 16d NAILS LEDGER W/ (4) 16d TRUSS TO LEDGER I NAILS. ATTACH NAILS I (MIN. 2x6 #2 SYP I I @ 12" O.C. (CONT. LEDGER w/ (2)— SIMPSON CS18 F O.C. MAX. (INSTALL (4) IY4'x3" SDS WOOD I PLYWOOD FLOORING — ISCREWS @ 16" O.C. SEE FLOOR FRAMING SIMPSON LUS26 OR IMAX - EQUALLY IF 2 -PLY TRUSS SEE PLAN FOR & 3" FROM BEARING WALL TRUSS TO LEDGER (SPACED END OF LEDGER - LEDGER RECESSED I STUDS TO ALIGI' IUSE (3) SREWS IF 24" INTO TRUSS. VERIFY I FRAMING PLAN FOR l0.' . IS REQUIRED w/ SHOP DRAWINGS I ---------------------------J OPT. TRUSS RECESS LEDGER SECTION @ LOW ROOF 3/4"=1'-0" NOT USED 3/4"=1'-0" 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d ALIGN 2ND FLOC TOE NAILS. STUDS w/ 1ST FL ROOF AND EXTERIOR STUDS SHEATHING TOENAILS EACH SIDE ATTACHED PER (2) 2x SPF#2 BAS NAILING SCHEDULE PLATE. ATTACH 2X8 #2 SYP CONT. W/ (2) 16d NAILS LEDGER W/ (4) 16d TRUSS, THEN Al NAILS. ATTACH NAILS 2ND PLY W/ (2) 1 INTO END OF EA. @ 12" O.C. FLOOR TRUSS, 24" SIMPSON CS18 F O.C. MAX. (INSTALL (4) WF16/ NAILS AT EA. SIDE OF PLYWOOD FLOORING — G.T.) SEE FLOOR FRAMING SIMPSON LUS26 OR (2) 2x TOP PLATE IF 2 -PLY TRUSS SEE PLAN FOR SIMPSON LUS26-2 BEARING WALL TRUSS TO LEDGER REQUIREMENTS 8" CMU WALL, TYP. STUDS TO ALIGI' SEE FLOOR STUDS ABOVE FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION Wo AND DIRECTION FZ SECTION @ 2 -STORY BRG. 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2' EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SECTION @ OPEN TO ABOVE 12 PER PLAN (2) 2x TOP PLATE (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS 3/4"=1'-0" O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ EACH DIAGONAL BRACE SEE LD02/SD3 CS18 EA. STUD A FOR MORE INFO. TO STUD BELOW END LENGTHS & (18)-18d NAILS 2x BOTTOM PLAT ATTACH TO DOUB TOP PLATE W/ (2) 4-1/2" SDS SCREW 12" O.C., STAGGER ROWS 6" IF SHEATHING IS NOT CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEAR( CMU WALL PER PLAN WALL SCHEDULE STUD BASE CONNECTION & BOTTOM PLATE ANCHORS fiFf BRACING PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE TYPICAL CONNECTION — SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO O.C. 2nd STORY WALL BOTTOM PLATE O.C. ATTACH PER NAILING SCHEDULE X X BOVE W/ 11 " E, LE 1 /4" x S @ O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" (MIN.) NG 2x LEDGER TO UPPER FORL - 2 STORY FRAME WALL FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x4 TOP PLATE (2) 2x SPF TOP WINDOW SEE PLAN PLATES U.N.O. FOR LOCATION cn 2x BLOCKING w/ (2) 12d - r� 0 TOENAILS EACH SIDE y IF WALL SHEATHING IS z STOPPED BELOW EXT. SHEATHING FROM ROOF LINE TOP OF WALL TO DBL U- BOTTOM PLATE. IF 2x BASE PLATE W/ 12d — SHEATHING IS NOT @ 24" O.C. TO FLOOR CONT. ADD BLOCKING SYSTEM BELOW @ SHEATHING SPLICE FOR MORE INFO W/ (3) 10d TOENAILS PLYWOOD FLOORING — EA. END. SIMPS. SP4 SEE FLOOR FRAMING @ TOP REQ'D PLAN FOR MORE INFO ROOF SHEATHING ATTACH PER NAILING O z SCHEDULE LAN 2x4 SYP#2 BLOCKING USS DIRE' W/ (2) 10d TOE NAILS & MORE INFO LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD Wo EXTENSION FLOOR GIRDER SEE PLAN FOR ATTACH EACH TRUSS CONNECTION TO BEARING WALL USING SIMPSON H10A TO BUILT UP STUD U.N.O. ON FRAMING F-- PLANS C� Z N m _Z U�Q� j"� 3/4"=1'-0" O.H. PER ELEV. EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ EACH DIAGONAL BRACE SEE LD02/SD3 CS18 EA. STUD A FOR MORE INFO. TO STUD BELOW END LENGTHS & (18)-18d NAILS 2x BOTTOM PLAT ATTACH TO DOUB TOP PLATE W/ (2) 4-1/2" SDS SCREW 12" O.C., STAGGER ROWS 6" IF SHEATHING IS NOT CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEAR( CMU WALL PER PLAN WALL SCHEDULE STUD BASE CONNECTION & BOTTOM PLATE ANCHORS fiFf BRACING PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE TYPICAL CONNECTION — SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO GIRDER OR BEAM 3/4"=1'-0" SHEATHING CONT. TO O.C. 2nd STORY WALL BOTTOM PLATE O.C. ATTACH PER NAILING SCHEDULE X X BOVE W/ 11 " E, LE 1 /4" x S @ O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" (MIN.) NG 2x LEDGER TO UPPER FORL - 2 STORY FRAME WALL FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x4 TOP PLATE (2) 2x SPF TOP vvivv. rvuv rvr� r v. Q. O1/2" J -BOLTS @ 7" FROM EA. END OF O AT OPENINGS LARGER THAN 4'-2" ATTACH WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER OSEE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL STRAPS TOP &� BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 0 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 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 2X4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. M ll- O W Z ��C14 LL g 1-0UOIZZ0� �O- O�F=-LuW� W cn 0 LLL W C7 i D- LU Z J a O Z 2 a 0 W Z= �a mga W LL Z CO X LL CL W a W � W IiN��LLO LL LL O /I PLATES U.N.O. ! / M / W .�-1 A- � rveo•eeee•ee�`'Y /�j �(L cn ao• �•'�••�• •• �t�2 �s VpiZp r� 0 QZ LU ; °D H is Z U OO CS y 2;V aO••Z=0 J 0 p ` WQ cv z s 'y • e.• o e� �� .• O (2) 2x HEADER w U- SEE FLOOR PLAN w 0 O U FOR MORE INFO V a L O SP4 TOP OF EA. O z —In z il Q�' \'STA30 Li � STUD U.N.O. J Wo HEADER rn 0 Jo)Lu SIMPSON CS18 TO BUILT UP STUD Q Q F-- 2x STUDS SEE PLAN C� Z N m _Z U�Q� j"� STUDS ABOVE TO W '^ vJ I" (0N m LL -j v0Xo>=o O STUDS ABOVE ARE O STUDS BELOW Q=O00 v Z Z=?ZujZ E ~ TO ALIGN W/ STUDS O 0 W O SIMPSON CS18 W W BELOW LO X � F- v "o = STUDS ABOVE TO J LL Z SIMPSON CS18 STUDS BELOW — STUDS ABOVE TO w ; U U.N.O. HEADER BELOW ti F- B N O M U_ O 2x SPF BASE Q LLL PLATE z U) z Q p m � O a. O Z ROVIDE SOLID BLOCKING W J Z PRE-ENGINEERED p W W Q M 0 (THIN FLOOR SYSTEM FLOOR SYSTEM 0 OW�I — O W 0- NDER BUILT UP COLUMNS Q KNEEWALL OR BEAM w JPO~ Z o Y U U Q = o U W a U�tiQ Q E i:: (2) 2x SPF TOP Q C) PLATES U.N.O. ° ° 0 (2) 2x HE o FLOOSIMPSON CS18 B toW MORSTUDS ABOVE 1 W 2x STUDS SEE PLAN STUDS BELOW 7STA309 � STUDS ABOVE ARE TO ALIGN W/ STUDS BELOW °° HEADER TO I I BUILT UP U) W STRUCTURAL ENG: BAD STUD 2x P.T. BASE PLATE SEEIffl 1. 1. 1., BEARING SCHEDULE FOR W -STRUCT: A.B. INFO In ah QC CHECK: EA Q vvivv. rvuv rvr� r v. Q. O1/2" J -BOLTS @ 7" FROM EA. END OF O AT OPENINGS LARGER THAN 4'-2" ATTACH WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER OSEE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS 2 STORY INTERIOR BEARING WALL STRAPS TOP &� BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE ALL CS18 STRAPS TO HAVE MIN 12" END LENGTH ON STUDS W/ (18) 8d NAILS PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS 0 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited 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 2X4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. M ll- O W Z ��C14 LL g 1-0UOIZZ0� �O- O�F=-LuW� W cn 0 LLL W C7 i D- LU Z J a O Z 2 a 0 W Z= �a mga W LL Z CO X LL CL W a W � W IiN��LLO LL LL O 2 /I 0 ! / M / W .�-1 A- � rveo•eeee•ee�`'Y /�j �(L cn ao• �•'�••�• •• �t�2 �s VpiZp r� 0 QZ LU ; °D H is Z U OO CS y 2;V aO••Z=0 J 0 p ` WQ cv z s 'y • e.• o e� �� .• O ee ee .• ��`�!� tY < O Z' w U- w 0 O U V a L O W O z —In z il Q�' am Z Li � r J Wo rn 0 Jo)Lu :) Co Q Q F-- C� Z N m _Z U�Q� j"� W '^ vJ I" (0N m LL -j v0Xo>=o O Q 0 O Q=O00 v Z Z=?ZujZ E ~ 0 �oWga O 0 W O - W W LO X � F- v "o = J LL Z — w ; U M z Q ti F- W N O M U_ O Q LLL z U) z Q p m � O a. O Z W J Z p W W Q M 0 0 OW�I — O W 0- Q w JPO~ Z o Y U U Q = o U W a U�tiQ Q E i:: Lij Q C) O 0 o �QJto toW 2 W t- U ° CLw U L A v O O < V a L O W —In z il Q�' am Z Li � r w rn 0 Jo)Lu Q F-- C� Z N m _Z U�Q� j"� W '^ vJ I" (0N m LL -j v0Xo>=o O O_ O Q=O00 v Z Z=?ZujZ E ~ 0 �oWga O 0 W U X W W LO X � F- v "o = O Z U ; U M z Q ti W N O M Q LLL z Q Q p m � O a. M W t- U ° CLw U A v O O < V a L O W —In z il Q�' am Z Li � r rn 0 Jo)Lu Q F-- C� Z N m _Z U�Q� j"� W '^ vJ I" (0N m LL -j v0Xo>=o O J O Q=O00 v Z Z=?ZujZ E ~ 0 �oWga O 0 W U X W W LO X � F- v "o = Z U M z Q ti W N O M Q LLL z Q p m � O a. O W J Z p W W Q M 11 0 OW�I — z Q = JPO~ Z o Y U U Q Lu a U�tiQ Q E i:: Lij z 0 O 0 o �QJto toW W Q_ a 0. � — 0 U) W STRUCTURAL ENG: BAD DRAFTING: W -STRUCT: TNA U QC CHECK: EA JOB No. - DWH-0205377 U) Q SCALE: AS INDICATED Z DATE: 6/11/18 w 0 U) W SD5 MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN STANDARD (3) 2X12 —� SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN MIN. (2) 2x12 SYP#2 HEADER PER HEADER REQUIREMENT AT LANDING SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. HEADER B TO BEAR DIRECTLY ON BUILT UP COLUMN BELOW OR OPTIONAL ATTACHMENT PER B -B - MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END B II II " 4'-0" MAX. 1 \ A -A PLAN VIEW (a7 90 DEGREE TURN LANDING MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 4'-0" MAX. HEADER TO BUILT UP I f / STUD COLUMN OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER STANDARD (3) 2X12 SYP #2 STRINGERS W/ B B SIMPSON A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. (2) 2x12 SYP#2 HEADE STANDARD (3) 2X12 MIN. 2x8 SYP#2 LEDGER (P.T. IF SYP #2 STRINGERS W/ MAX.UNSUPPORTED WIDTH OF LANDING SIMPSON A34 CLIP TO AT LANDING SCHEDULE @ END FLOOR SYSTEM/ WALL) CONT. LEDGER w/ (3) 16d LANDING FRAMING @LANDING @ 16"O.C. TYP FOR EACH STAIR TO CONNECT TO. HEADER TO RUN F— LINE UP 2xJOIST IN LUS26 HANGER ON LINE WITH MIDDLE COLUMN BELOW OR OPTIONAL 2x12 STRINGER TO BE MAX. FOR MASONRY WALL) UTILIZED AS BLOCKING U SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ J SIMPSON A35 OR LUS26 HANGER ON EACH SIDE b v LL MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. (2) 2x12 SYP#2 HEADE HEIGHT OF STAIRS AT LANDING MIN. 2x8 SYP#2 LEDGER (P.T. IF PER HEADER REQUIREMENT MAX.UNSUPPORTED WIDTH OF LANDING ATTACHING TO MASONRY AT LANDING SCHEDULE @ END MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d OF LANDING FOR STRINGERS @LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH TO CONNECT TO. HEADER TO W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS BEAR DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. AND 4" FROM ENDS COLUMN BELOW OR OPTIONAL EACH SIDE MAX. FOR MASONRY WALL) ATTACHMENT PER B -B A -A PLAN VIEW @ 180 DEGREE TURN LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER FRAMING PLAN TYP. IF I -JOIST, INSTALL WEB FILLER PER MANUFACTURER'S WRITTEN SPECIFICATIONS 2x12 SYP #2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A34 @ EA. STRINGER TO LANDING I 2x ATTACHED TO STRINGER 2x12 SYP #2 STRINGERS ONE ON EACH SIDE AND ONE @ MID -SPAN A35 CONNECTION 2x8 P.T. SYP #2 (MIN.) LET -IN, FASTEN TO SLAB USING MIN. (6) 1/4"x3-1/4" EVENLY SPACED TAPCONS & MIN. END DISTANCE OF 1-1/2" A34 @ EA. STRINGER TO LANDING SEE DESIGN PLAN FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH f� ST01� GENERAL LANDING & :P' MIN. (2) 2x12 SYP#2 I I HEADER PER HEADER I I REQUIREMENT AT LANDING SCHEDULE @ I I END OF LANDING FOR I I STRINGERS TO II 11 CONNECT TO. HEADER 11 TO BEAR DIRECTLY ON I BUILT UP COLUMN I BELOW OR OPTIONAL ATTACHMENT PER B -B MIN. (3) 2x4 SYP #2 COLUMN 2x P.T. BOTTOM PLATE i L 6" MIN. 10 STAIR WINDER DETAIL FASTEN EACH 2X12 STRINGER TO DBL. 2) HEADER W/ (3) 12d N� ALONG WITH A34's MIN. (3) 2x SYP #2 STL REQ'D @ END OF LAN HEADER W/ MIN. (6) 1: NAILS FROM (2)2x12,S HEADER TO BUILT UP STUD COLUMN B -B CROSS SECTION STRINGERS TO BE NOTCHED AT LANDING OR PROVIDE 2x4 SYP #2 LET -IN CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 12" O.C. 2X12 STRINGER TO LANDING FRAMING W/(3) -12d TOENAILS 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER HEADER REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX.UNSUPPORTED WIDTH OF LANDING 12'-0" OR LESS --r12'-0" (2) 2x12 2x8 7'-0" OR LESS (3) 2x12 2x8 GENERAL STAIR NOTES: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC RESIDENTIAL. 2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3) ROWS 10d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 4. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6) 12d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS SCREWS WITHOUT ADDITIONAL REVIEW 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER USING (3)-12d NAILS, ALONG WITH A34's MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) WOOD OR MASONRY WALL SEE PLAN FOR MORE INFO MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE HEIGHT OF LANDING PER FLOOR PLAN 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN IF 2X HEADER DOES NOT BEAR ON 2X BUILT UP COLUMN SEE OPTIONAL HANGER CONNECTION BELOW MIN. 2X8 SYP #2 JOISTS @ LANDING @ 16" O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE TYP. CONTINUOUS FULL — LENGTH MIN. (3) 2X12 SYP #2 HEADER @ END OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR ONTO BUILT UP COLUMNS BELOW. NAIL PLIES FROM ONE FACE W/ (3) ROWS 10d NAILS @ 8" O.C. & 4" FROM ENDS STANDARD (3) 2X12 - SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN 4'-0" MAX. '-- LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING BI 1B II II Z ,••® �� W M d�� i 3/4" PLYWOOD OR OSB >`+���'.•®••••••.•• /jj���ia 000 SHEATHING OVER wOf ` •.• •.• ` o LANDING ATTACHED •�� 6';2 Zap PER THE FLOOR � r O �; CU o FRAMING NOTES o W ~ CC0 _ N % : 0 .. w _O i 7�••• v D a1 • � Z MID SPAN BLOCKING ��i 6.�• �� 0TO JIST= DEPTHTWH(3)O10d TOENAILS EACH END W 0 O U SEE PLAN FOR O K MASONRY WALL OR MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. 0 FW - I WOOD WALL FRAMED OVER LANDING IF STEP REQUIRED MID Q A LANDING. TOENAIL 2X SLEEPER TO SOLID 0° Q U_ BLOCKING BELOW W/ 12d NAILS @ 8" O.C. p zw O z > 3/4" PLYWOOD OR OSB SHEATHING OVER w ES W LANDING ATTACHED PER THE FLOOR FRAMING w Q NOTES 0 zo MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. p t_- FRAMED OVER LANDING IF STEP REQUIRED MID cn 00 LANDING. TOENAIL 2X SLEEPER TO SOLID p ao BLOCKING BELOW W/ 12d NAILS @ 8" O.C. cn O O U- MIN. 2X8 SYP #2 JOISTS @ LANDING WI'- 0 @ 16" O.C. W/ SIMPSON A35 OR Ea o O b) Uj LUS26 HANGER ON EACH SIDE TYP. W U z 0 W MID SPAN BLOCKING TO MATCH W 0 JOIST DEPTH W/ (3) 10d TOENAILS < EACH END co W a O U ; 0 W Q W C -C CROSS SECTION LANDING STEP MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO STUD COLUMN CMU/LEDGER IN LIEU OF BUILT UP COLUMN MIN. 2x8 SYP#2 LEDGER (P.T. IF WOOD: ATTACHING TO MASONRY HU210-3/HUC210-3 W/ (18)16d NAILS TO LEDGER/SUPPORT AND WALL) CONT. LEDGER w/ (3) 16d (10)10d NAILS TO (3)2x12 SYP#2 HEADER NAILS @ 16" O.C. MAX. TO EACH MASONRY: STUD. ((2) 1/4"x3-1/4" TAPCONS HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND @ 16" O.C. AND 4" FROM ENDS (10)-10d NAILS TO (3)2x12 SYP#2 HEADER MAX. FOR MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED) SECTION X -X STM SECTION OIL SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 #2 SPF STUDS @ 24" O.C. 2x4 SILL PLATE W/ (2 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIOC NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. @ ANY OPENING HANDRAIL W/ 3%" 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS �— ATTACH 2x6 VERT0 DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS S (3) %4 SDS WOOD SCREVI N.T.S. EQUALLY SPACED/CENTEREI 2x4 CONT. TOP PLATE TRUSS TO OUTSIDI ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE NAILS SEE ARCH PLAN MAX. 4'-0" ABOVE 2x4 #2 SPF STUDS @ X I X 24" O.C. W/ (2) 12d TOENAILS BOTTOM i NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL TO TRUSS W/ (3) %4' x 3" SDS WOOD SCREWS EQUALLY SPACED/CENTERED IN TRUSS TO OUTSIDE FACE OF TRUSS 2x4 SILL PLATE W/ 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIC 2x6 VERTICAL AND L -BRACE @ 6'-0" OJ @ ANY OPENING TRUSS SEE PLAN GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND TABLE R301.5 (FBC 6TH EDITION) Cl) W W I- ° � A a O CO � o ZO U z� � Q°0 - G z O m U) z a X �/1 W VJ a) U n M 0 J< Q J W 06 W O50, E Q W Z UO N0D c!n M Q (onm LL N LL W H C O W _j ��0}08 z � <Oowi O �_ W Z Z=)ZLUZ E U �n OU �o'ga Q I' O I-- V JW W W Q CO ti I--- a _ = Ow Z ti W U M FLOOR TRUSSES "- ' • SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. z ti _ 0 ti O M 0 J Q LL Z w 0 �c m 2x4 CONT. TOP PLATE O Li (ATTACH TOP PLATE g O TO STUDS W/ (2) 16d L> J Z TOE NAILS z(jJ LV Q `O 1= 2x4 #2 SPF STUDS @ = i- 0 O 24" O.C. EVERY OTHER Z Q ..I STUD TO BE3: W ATTACHED TO TRUSS W LU BELOW (OTHERWISE -j Y 3:Z ATTACH W/ (2) 12d 0 V V Q TOENAILS @ BOTTOM) Q LN d IL U)I.—?���Z 2x4 SILL PLATE W/ (2) H V ti Q Q 16d TOE NAIL EA. -)�Z 0 CONT. BRACE & 10d O 0 Q O N Q --- I NAILS @ 4" O.C. TO p Q ,..I to W �- FLOOR SHEATHING Z Q-0 G. -q C9 ATTACH 2x4 TO TRUSS W STRUCTURAL ENG: BAD W/ (2) %"x3" SDS 0 DRAFTING: SCREWS EQUALLY SPACED & CENTERED -STRUCT: TNA IN TRUSS U QC CHECK: EA 0 JOB No. - DWH-0205377 W QSCALE: AS INDICATED DATE: 6/11/18 Z W 0 FLOOR TRUSSES "- ' • SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR 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.