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2898 Gipper Cir (a)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 (f'm = 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 8'4" 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 LUMBERE IF SP C IED 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. AC - B - - Q C, A CQ -D, C A 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 Ib/int U.N.O. E = 1,500,000 Ib/int U.N.O. Fb =2650 Fb =3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv. = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 16 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 5 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES =60 PSF/100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" 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-63 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 W/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-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-133. 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 1 st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURALSTEEL 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 %6' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. RECORD COPY REiJlM15D FOR CODE COMPLIANCE PLANS EXAMINER DATE SANF ORD BUILDI DIVISION A PERMIT ISSUE `D :,HAL i 3i. "ONSTRUED TO RE A LICEP113F. T1 i PHOCFED Wi i H THE GVORK AND NOT AS AU T HOR'1_Y F) VIOLATE, CANCEL, ALTER OR SET ASIDE AN" OF i HE PROVISIONS (JF I -HE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTIOIN 'FST REQUIRE[` Results to be ✓(e,il"." at Slab lnspecri SAN 3 ti Ar- \A/ ANION& ANIM& ua',�Vld . . eekley Hui I I REAGAN POINTE - LOT 14 2-898 GIPPER CIRCLE SANFORD FL. 32773 MODEL 7413 CORALBELL ELEV. B SHEET I SHEET TITLE STRUCTURAL NOTES & COVER UP,DATES FORMS SET PLAN TIE _ • M PLAN FIRST • .► A �M, �USECOND FL -00 -R -P -LAN FIRST FLOOR UTILITY PLAN SECOND• •UTILITY INT -1 INTERIOR DETAILS INT -2 STAIR SECTION ELV-1 FRONT & REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN DESIGN PRESSURES UPDATED EVANS SQUARE TO STEM WALL AND ADDED REAGAN WIND DESIGN LOAD INFORMATION 3 WIND SPEED (ULTIMATE) 139 mph POINTE VERSION (ACLU -SPAN) WIND SPEED (ALLOWABLE) 108 mph 4 WIND EXPOSURE B PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TFI EDITION (2017) RISK CATEGORY II 00 BUILDING TYPE V B RESIDENTIAL ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 ADDED REAGAN POINT ELEV A W/ SUPER FAMILY PER RPT -25 GENERAL DETAILS WIND PRESSURE & SUCTION TWO STORY EFFECTIVE • STORY DETAILS GENERAL STAIR DETAILS 6 6/21/2018 (PSF) WIND w o AS PER RPT -7 MB (+) VALUE DENOTES PRESSURE AREA (SQ FT) I.t (-) VALUE DENOTES SUCTION I AREA 4O O LLm 10 (+) 21.2 (+) 21.2 (-) 22.9 (-) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 (-} 26.4 i i 50 (+) 19.0 (+) 19.0 i Z (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (-) 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16-0" x 7'-0" (+) 18.4 (+)17.7 (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 4 4 �a�5 5 �5� a 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 W ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'-0" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN THE WIND -BOURNE DEBRIS REGION. GLAZED OPENING PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE - RESIDENTIAL, CURRENT EDITION. RECORD COPY REiJlM15D FOR CODE COMPLIANCE PLANS EXAMINER DATE SANF ORD BUILDI DIVISION A PERMIT ISSUE `D :,HAL i 3i. "ONSTRUED TO RE A LICEP113F. T1 i PHOCFED Wi i H THE GVORK AND NOT AS AU T HOR'1_Y F) VIOLATE, CANCEL, ALTER OR SET ASIDE AN" OF i HE PROVISIONS (JF I -HE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTIOIN 'FST REQUIRE[` Results to be ✓(e,il"." at Slab lnspecri SAN 3 ti Ar- \A/ ANION& ANIM& ua',�Vld . . eekley Hui I I REAGAN POINTE - LOT 14 2-898 GIPPER CIRCLE SANFORD FL. 32773 MODEL 7413 CORALBELL ELEV. B SHEET I SHEET TITLE STRUCTURAL NOTES & COVER UP,DATES FORMS SET PLAN TIE _ • M PLAN FIRST • .► A �M, �USECOND FL -00 -R -P -LAN FIRST FLOOR UTILITY PLAN SECOND• •UTILITY INT -1 INTERIOR DETAILS INT -2 STAIR SECTION ELV-1 FRONT & REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN ION 1 DESCRIPTION I NTIALS 1 19/6/2017 I SUPER FAMILY ROOM W/ OPTIONS FRENCH DOORS @FAMILY & I DP 2 110/3/2017 1 UPDATED PORCHES TO BEAMS ILO LINTELS IJW FOUNDATION PLAN UPDATED EVANS SQUARE TO STEM WALL AND ADDED REAGAN DOWEL PLACEMENT PLAN 3 FOUNDATION DETAILS POINTE VERSION (ACLU -SPAN) PLAN 4 FIRST FLOOR FRAMING PLAN PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TFI EDITION (2017) NOTESLINTEL i CONNECTOR 00 ROOF FRAMING PLAN RESIDENTIAL DETAILSGENERAL DETAILSGENERAL ADDED REAGAN POINT ELEV A W/ SUPER FAMILY PER RPT -25 GENERAL DETAILS 5 TWO STORY (ACCU-SPAN) • STORY DETAILS GENERAL STAIR DETAILS ION 1 DESCRIPTION I NTIALS 1 19/6/2017 I SUPER FAMILY ROOM W/ OPTIONS FRENCH DOORS @FAMILY & I DP 2 110/3/2017 1 UPDATED PORCHES TO BEAMS ILO LINTELS IJW 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, LIC is strictly prohibited. a z U. ILL a C C; C z a C1. tY a a L LL C z C C0 0 tY n. UPDATED EVANS SQUARE TO STEM WALL AND ADDED REAGAN NA 3 12/15/2017 POINTE VERSION (ACLU -SPAN) JW 4 2/28/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TFI EDITION (2017) CD t*7 00 J RESIDENTIAL DJ Z ADDED REAGAN POINT ELEV A W/ SUPER FAMILY PER RPT -25 = 5 5/29/2018 (ACCU-SPAN) EA 6 6/21/2018 EVANS SQUARE & REAGAN POINTE, UPDATED WINDOWS AT LOFT w o AS PER RPT -7 MB 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, LIC is strictly prohibited. a z U. ILL a C C; C z a C1. tY a a L LL C z C C0 0 tY n. DATE: 07-05-18 z t t I I t t I I I s t NA 1 .� rn UJ M > CD t*7 00 J Z = �-c nit 2 Q U w o CM p; O I.t I a3 LLm i i I Lij i � Q i i i Z _0 I- 11 W W U (� f V c o U z z 'bows` ci ° am <W o W -1 06 rnLU W0z 5 cfl o /® V < z N m ' c) > 00 y _Z O _t J f9 CO u. N 0 LLI J< 0 n >- o Qoo<d-2 Q --I Z Z = o Z D Z W z E F- ® 0 W � d � o 0 LLJI- o � o W O z 04 LL LL! W „ LL z U 00 -r- 2 11 ® O z _j ire®� W a t r z ®. IWOW�C� IY<t®W00 STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205548 SCALE: AS INDICATED DATE: 07-05-18 z t t I I t t I I I s t AR"' CHIVE P'LAN REVISIGN'S BY DATE DESCRIPTION 1. JS 03-09-17 ENLARGE A/C CLOSET BY 16" TOWARD THE TOP OF THE STAIRS 2. JS 12-20-17 REMOVED STORAGE SHELF FROM OWNER'S CLOSET 3. LW 5/14/18 -REVISED WINDOW AT SUPER SHOWER TO BE 24X16 -REMOVED WINDOW AND TOP OF STAIR -REVISED HS AT LOFT TO BE (2) 3-0 5-0 SH. THESE WINDOWS WILL BE IN THIS LOCATION WITH NO OPTIONS AT RETREAT. m ae cu ® O ® v N - v o�� - W t o IDr®SCM _ Eov�o3 0 0 cvo® Y nuK (S) DESCRIPTION 1.) LIST 2.) LIST 3.) LIST 0 L �.� m— n '.`,'/ 0°�,a) 03 �scua))CL � ASR REVISIONS BY DATE DESCRIPTION 1. XX XX-XX-XXXX COMMENTS o�ei(*,�•�� • o N (ED~ N w s�?'-a�E a; m ae cu ® O ® v N - v o�� - W t o IDr®SCM _ Eov�o3 0 0 cvo® Y nuK (S) DESCRIPTION 1.) LIST 2.) LIST 3.) LIST am 22 co Cal - 2m ti o�ei(*,�•�� • o N (ED~ N w s�?'-a�E a; m ae cu ® O ® v N - v o�� - W t o IDr®SCM _ Eov�o3 0 0 cvo® Y o r o 0 o 00 o v N ca o E 0 L �.� m— n '.`,'/ 0°�,a) 03 �scua))CL � E N ►•� N a7 R3 Rf - 2m • t - 2m ORLANDO I I S S S S I I • ORLANDO I I S S S S I I • 00 ORLANDO I I S S S S I I t� FORM SET PLAN 0 %X%l"rrr9�9'gya� w m LL co 0 ® - 9„�. [[LLI ¢ o aU o E L O CO V_ d z � xci J cc _j m O, J m s I s t w m e E L O IL ', LL C: O L L N CD (n a) _. L.E -aE a. M= i 0 0 0 ..� � C(n Z , , 0 N - A O 4-1 cmv ® p e -c v = O �G C O O O �C fn E v m Nm O U _ -- N L �°ov~v°'i3 E.3 C N tC i Q: (� L V di .a T 41 f� L F•- N tC E cC cA O, J m s I s t [--ORLANDO s t t f w m \ r; E [--ORLANDO s t t f w m IL ', LL CL _. CL 0 Af PVA Vi LL w W 00 Z , , [--ORLANDO s t t f ---TIE BEAM PER ENGINEER d� q.V CO C<J 1Fm4 aI z LL I I I t t I t I t t t p L ' O w W N 0 O 4' C >+ .a CL m O OO® O N O O tN O V O ® N C A C1 = i C O E cv O m >> O i O � O V O C _O O O _�g O N V O V m O *+ N o O2 V ~ N �+ N O O V N L� L c E Qi L >CL m E in mo � I I I t t I t I t t t * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH * MAX 1 1/2" HIGH THRESHOLD AT EXTERIOR DOORS 1/3/18 * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 1318" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 518" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 112" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 1, MUM FIRST FLOOR ALAN SQFi. OTOTAL LIVING 2022 LIVING 1ST FLOOR 802 2ND FLOOR 1220 SLAB TOTAL SLAB 1285 GARAGE 395 FRONT PORCH 88 U) LLJ V✓ rn Lij 11 1 O LL� 3e L V w N V Li L O O N O C. c E U) U) Vp _j O v r D W N w—® V b z 0 i m FIRST FLOOR ALAN SQFi. OTOTAL LIVING 2022 LIVING 1ST FLOOR 802 2ND FLOOR 1220 SLAB TOTAL SLAB 1285 GARAGE 395 FRONT PORCH 88 Rion RE O V .O N O i L O O N O C. c E >,.a E Vp O O v N N w—® C-0 AO O � 0 i O w C a� ++ E p o 4� i ,_ (L) �► _ O N >_'- O n O Y �, � i O O +� O O --leC `O ;r,;, O O U_ m O ip. C V V Q `� .� E tC > z- v >%m (Em Rion RE * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS 1/3/18 * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 30'-0" 12'-2" 5'-6" 2'-4" 10'-0" 5'-10" 6'-4" 710 4'-10" 5'-2" 7.1 5-0 4-0 HS 5-0 4-0 HS @7'-2" @7'-2" 30"x60" TUB & SHOWER I I SEDRM 2— �� 4 SEDRM 4 �o Cfl N BATH2 s IboN cn 2-4 :* 23"- o i� U ' � c� fr (2) 2-0 co N 4 2-6 lR1S N 7'-10" 41-41143'-4" 2'-2" L 12'-4" N co N �� ' 12" 0" 0°A 6' - 8" ( W2" I L ®FT zV BEDRM 32.8 UjftE& F ,._ _ - r I TF 41-611 611 42" HIGH WALL " 00 I H . ER ® CAP U� I E `r W/ TRIM (TYP.) � N I� --- r1l ( 4 5 6 7 8 9 10 11 12 13 14 15 16 1 10' - 4" 2' il" 31-211 7' 6" 14 2R2S i r ------------------ -- i L I C? co UTI " 2' - 2" - VENT THR HS CPT 2' - 0 1 ol co �I4.. �" ��zd ROOF 2-8 �I 6'-4" 2'-8" I 11Z 1R1S 5 SHELVES �- IL o _ ._ +s1+9 ,n- rP1z=-y� b F :nrf� c..4.xiw:::: f �; w.;�.,�-.cn ..,._,� CLG 6'- 4 �o 0 9-0 ----®®®—®-X-----,i �v 10-0 OWNER'S I N "U N I I _ OWNER'S HS CPT I RETREAT I BATH 10-0 CLG. ° 28" HIGH WALL I I 00 o W/ GLASS ABV.: I °' ry I I 42"x42" I I 42"x60"TUB I S 12' - 0" I SLIP N d i M L-----�.----- —J (TYP.) �N — 1 41 �I ir� F- N 2-0 4-0 SH " N @7'-2" TEMP (2)3-0 5-2 SH @7'-2" 3'-6" 22" 4'-7" 3'-6" 7'-11" 5'-4" 12" T-4" 16'-0" 4'-4" 6'-4" 19'-4" 10 30'-0" °,��tiri�aaerJy 3� "IV a00 by W Q w sn 0 a< �_ 0() o ¢ Oa� C) - i ORLANDO O W ww U v � �i O .� � •O •� r +O+ W CL E E jL tTi = a 0 ® O J o (n oN��cc#, y E�sea�E 3 a _0 E uo' to ,+ 'S = 0�+- ai N O O 0) ui aL, e O O O U O N EN 0�_ c'C O V a L L C EZ Ri > L U N� M M O +J s J )00 o 0 c i ORLANDO O m O ww ja v � �i O .� � •O •� r +O+ CL E E jL tTi = a 0 ® O J o (n oN��cc#, y E�sea�E y E uo' to ,+ 'S = 0�+- ai N O O 0) ui aL, e O O O U O N EN 0�_ c'C O V a a) r�®"�u~N3 L C EZ Ri > L U O � M M O +J �UCL tC m0L )00 i ORLANDO a ww i ORLANDO (2) # 2/0 XHHWALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHWALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R AMP PEDESTAL 120/240 VOLT 30 oCOMBO CIRCUITS MLO DISCONECT x AND SERVICE BY METER CAN OTHERS AMP NTS (2) # 2/0 XHHW ALUMINUM WIRES (1) # XHHW ALUMINUM WIRE ELECTRICAL RISER NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. GRND. OPTION 1: #4 BARE CU TO GROUND 8FT. GROUNDING RODS 8 FT. APART -7 GRND. OPTION 2: FOOTER STEEL GROUND (REQUIRED) FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * 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 COACH LT. COACH PREWIRE @ _ '"� LT.PREWIRE'@ 8" ABV.HDR.PER 8" ABV.HDR.RER COMM.SPEC. COMM.SPEC. FIRST FLOOR—. ---- "AS REQUIRED SEE COMMUNITY FEATURES" fGFI 0 110V OUTLET STANDARD SWITCH D DOOR BELL 12" A.F.F. (U.N.0.) (3 OR 4 WAY AS NOTED) CV $ N Uj GFI GROUND FAULT INTERRUPTOR (WEATHER PROOF AS NOTED) E SURFACE MOUNTED LIGHT CHIMES ® DOOR BELL CHIMES O O 0N V O tn C Uj 1/2 dHALF HOT OUTLET Q WALL MOUNTED LIGHT ELEC. ® PANELBOARD W/ .J ° ®� CIRCUIT BREAKERS U a •�C 220V OUTLET O O Y = 0 RECESS CAN LIGHT HB O 0 (36"A. F. F. @ UTILITY) (EYEBALL AS NOTED) � HOSE BIB • V PHONE LINE VT EXHAUST VENT GAS GAS TAP L TV 1 I CABLE TELEVISION SD 0 SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW it COLDMOT WATER SUPPLY COACH LT. COACH PREWIRE @ _ '"� LT.PREWIRE'@ 8" ABV.HDR.PER 8" ABV.HDR.RER COMM.SPEC. COMM.SPEC. FIRST FLOOR—. ---- "AS REQUIRED SEE COMMUNITY FEATURES" fGFI 0 o MRj L1 T I I I S I I f I I C O O CV $ N Q C ? O E (C C C d O O 0N V O tn C t E O CG) 0 r_ caC C �av�v3 ° ®� y 3 a U a •�C 0c O = 0 O O Y = 0 wva !; N O 0 (ti v S (n E Qi F5 L E I... V1 im R is vl o MRj L1 T I I I S I I f I I (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1) # XHHWALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R AMP PEDESTAL 0 120/240 VOLT 30 COMBO CIRCUITS MLO DISCONECT AND - SERVICE BY METER CAN OTHERS AMP NTS (2) # 2/0 XHHW--� GRND. OPTION 1: #4 BARE ALUMINUM WIRES - CU TO GROUND 8FT. (1) # XHHW GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER 12" A.F.F. (U.N.O.) NTS (3 OR 4 WAY AS NOTED) NOTE: � ELECTRICAL MATERIALS AND INSTALLATIONS GRND. OPTION 2: FOOTER SHALL COMPLY WI APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC, CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. ($ FLORIDA eneral 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. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS W/ MOULDING .... 9" R.F.F. TELEPHONE.... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD SECOND FLOOR_ 110V OUTLET STANDARD SWITCH u DOOR BELL 12" A.F.F. (U.N.O.) � (3 OR 4 WAY AS NOTED) I � Uj GFI GROUND FAULT INTERRUPTOR PROOF AS NOTED) aL+ SURFACE MOUNTED LIGHT CHIMES DOOR BELL CHIMES ($ (WEATHER 0 C E�0 E Uj 1 6Q HALF HOT OUTLET WALL MOUNTED LIGHT ELEC. U PANELBOARD W/ .J �� 0 N C �+ d CU N � CIRCUIT BREAKERS �µ uW 220V OUTLET ® RECESS CAN LIGHT HB� 0 (36" A.F.F. @ UTILITY) (EYEBALL AS NOTED) '+- 0 Y HOSE BIB ®I V PHONE LINE VT EXHAUST VENT GAS GAS TAP V V dq m O TV 11� IIl CABLE TELEVISION SD N SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW t$ I I COLD/HOT WATER SUPPLY SECOND FLOOR_ AORTH 7413mgF ELEm2 s I I I I { I S I I � O t`CU � L .a m u •a u +r 004 aL+ L Qt 0 C E�0 E U •♦ ® O N O O y N 00 �� 0 N C �+ d CU N � ys E Q 0 z C 0 A 0 N '+- 0 Y UT 3: ,, y(nCvC — O C O O 0 Y y E V V dq m O N i — ®�0 mo' w® _ E .. Ci @ ' L (� L E N an, m AORTH 7413mgF ELEm2 s I I I I { I S I I w AORTH 7413mgF ELEm2 s I I I I { I S I I CL • . .,, 0 •♦ 00 cf) AORTH 7413mgF ELEm2 s I I I I { I S I I CABINET MOULD TYP. W2436 W2736 W3012 W2736 W2736 ., W3918 FILL BACKSPLASH PER COMMUNITY 1 B30 B24 B27 KITCHEN VS36 VS36 OWNER'S ATH 1 r -------------I I I 1 I MICRO W/ I I VENT HOOD RANGE W OVEN MIRROR SPLASH PER SPECS .moo VS42 FILL cm IGH WALL • SB36 Dl 'go 341/2" HIGH WALL 9* STAIR SECTION RIME WON :.`:..:.:.. O i O V CV a 1r Q: O O U N ®° N C ®T (n>r A O E =tcm�� = - O w' L' O� id r� E =LNEo 4- m 3 O_ 0C 0 0 01 U U Ncu o � C p a- H c 4' OO 0 cn U �' d .2 .S to C E v �(nCDmEm(n L RIME S S I S I f :.`:..:.:.. S S I S I f 1x BLOCKING 2x12 TREADS 42" HIGH 2x4 WALL W/ 1x8 CAP & HANDRAIL BELOW 2x12 STRINGER 2x4 STUDS 31 /2" BASE MOULD CALF LL i TIN TAIL 1" NOSING 10" (TYP.) 3/4" PLYWOOD DECKING �I� I 9 0" ��-- 2x12 STAIR HEADER ALTERNATE STUD WALL SOLE PLATE STAIR NOTES 42" HI WALL & HAS APPLI HAND @ 36" 2x BL( FILLET TO FIl * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TOA POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN' NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) *9'-4" CLG -17 RISERS @ 7.5511; 17 TREADS @ 11" (RISER HEIGHT MAY VARY PER PLAN) ZINGER OR 'CIRCULAR VG STAIRS x�] 0 z ��,��1►11i119�gw ° ®m O O ® J r. ®w OD o ¢�Q� ¢ Oa Z v O x�] 0 z 5moo �I R v O O O N -O N Q a E 6 0 ® a) N O V C.0 L >+O U) E as 4- � 3 it O L OE O 0 {� O — ,yN C _O O O Y ON" E O N— O ? i a L 4--. 'rj C o 0 V C N i CL i O = E = ��>L� crf O O E� n 5moo �I f R f SIDING FLASHI 2x LED( STRUC' 9-4 TON COMP. SHINGE ALUM. I ALUM. I 2x6 SUI ALUM. CHANN 2x LEDGE STRUCTL GARAGE CORNICE DETAIL ;TEM )ARD NISH CMU TING -19'- 8" PLATE 4" TRIM - \ BOARD & BATTEN W/ 6" TRIM (TYP.) - - / 9'-4"T.O.M. - \ 8'- 0" PLATE - _1\ TEXTURED - COATING (TYP.) 12" SQ. WOOD COLUMN W/ 4" TRIM AT TOP & ' 6" TRIM AT BOTTOM , -0" FIRST FLOOR __ ASPHAL SHINGLES TYPICAL PER SPECS. 12 12 6F;7' CO W _N �%kJ1111asr11, �y �sgaaaa�oaaa�© �� .pfa O �� q U'S Lu 00 C) i d G a a ®� �C11 I 12 12 Q6 12"x18" LOUVERED 6 W/4" TRIM SURROUND 19'-8" PLATE son1 11 6" TRIM (TYP.) son 1 Jill 101010110 SHUTTER(TYP.) 4" TRIM (TYP.) '��III�III��I11�1�� I I■�■�I�■■■II 008' WIDE RAISED 0 1 FRONT ELEVATION NOTE: TEXTURED COATING SMOOTH 12 67 ---19'-8"PLATE---��_-- 4" WIDE RAISED SINGLE BAND AT ENTRY ASPHAL SHINGLES TYPICAL PER SPECS. ---------------- 12 6 \ 0" FIRST FLOOR 19'- 8" PLATE TEXTURED ' COATING (TYP.) 9'- 4" - ----\ 9'-4"T.O.M=-------------------- --- --T ------ -- '__ - - -- --T- - - �, A'- 0" PLATE -- -- — —— — — —/— —', — — --—--—'/�c,,�♦=�♦--- _ _ ---- — Y \ _ FR.D , R. - - - y - - - - -- - - - - - - - - -- DDDDITM c O i O a I � cE��s�E a." w O O _u0= 0Om.w c v aO(n o E_ v}'®�A� 4" WIDE RAISED SINGLE BAND AT ENTRY ASPHAL SHINGLES TYPICAL PER SPECS. ---------------- 12 6 \ 0" FIRST FLOOR 19'- 8" PLATE TEXTURED ' COATING (TYP.) 9'- 4" - ----\ 9'-4"T.O.M=-------------------- --- --T ------ -- '__ - - -- --T- - - �, A'- 0" PLATE -- -- — —— — — —/— —', — — --—--—'/�c,,�♦=�♦--- _ _ ---- — Y \ _ FR.D , R. - - - y - - - - -- - - - - - - - - -- c O i O a I � cE��s�E \ , \ ' \ _ _ 0" FIRST FLOOR ' - 0" FIRST FLOOR co REAR ELEVATION I s I i 9 t S S f c O i O a N � cE��s�E a." w O O _u0= 0Om.w c v aO(n o E_ v}'®�A� C v O E O YID r� E L N = O �yaua= c O O O -'C -0_ !n E u M m V N O N L O �' V N murU) CL E .� (t3 L V ai .FL+ E 4— tq cC m vi I s I i 9 t S S f 12 6� N'I 12 �W i�6 ASPHAL SHINGLES TYPICAL PER SPECS. 12 -- 19'_8"PLATE 6----------------------------------------- ------------------ ----19 _B PLATE -- / / \ 00 6" TRIM - - - - - - - - - - - - Ir/ TEXTURE ' COATING (TYP.) -- 12 /- ..LO -- -- PLATE 12 - -- _- - - \/ - - 4 - - - - =-. '_--'--_ - - -------9'_4"T.O.M_-- -` ---�- 8 - 0 PLATE - - - - - _ - ----------- - -- ------`----,--=------- t------- ;-,1---/-------------------- '- `--'---------r-'\--�\--`------ '-- ------ - - - - -- -LATE -- SEE DETAIL - - p.. FIRST FLOOR - - - - \ ' 0" FIRST FLOOR —_ --- —__— -------------------- ------ ----------`---------------- -- L------\---_. _I--- ------- --- --- ——————————— — — — — —— ■ ■ SIDE ELEVATION r ® ■r a ■ .80 12 �] 6 12 6 [% 12 co� �6� ASPHAL SHINGLES �W TYPICAL PER SPECS. 12 19' =8" PLATE _ _ _ -------------------------------------------------- - - - ------------------------ - - --1--PLATE-- -------- 2'-0" \ - / \ \ 0. UL ' - BOARD & BATTEN 10 TEXTURE - - - - - W/ 6" TRIM (TYP.) COATING (TYP.)U. 00 Z \ 12 / 9'- 4 T.O.M. __ - ro - - - - - PLATE -------------- -------------=--<----------`- - 16 TRIM r RTH AM AM 3 La l 2 4 0"FIRST FLOOR' �--- �----\----' ��"\'� p��FIRSTF- - -L00R !q - - - - - ELVM I L VATIO LELL ANDO I S s S i I s S i L o a' L L cn w CE a'Z7 E ® p O N ® C v c.0 O � 0= ��rw�� `"• E ®®c.e �20E0; N ®Ncus� O O o Y � 0 y E 0 � t�Sf' O O=4� (nm d .2 E �wmm �s L cc(n / / \ 00 6" TRIM - - - - - - - - - - - - Ir/ TEXTURE ' COATING (TYP.) -- 12 /- ..LO -- -- PLATE 12 - -- _- - - \/ - - 4 - - - - =-. '_--'--_ - - -------9'_4"T.O.M_-- -` ---�- 8 - 0 PLATE - - - - - _ - ----------- - -- ------`----,--=------- t------- ;-,1---/-------------------- '- `--'---------r-'\--�\--`------ '-- ------ - - - - -- -LATE -- SEE DETAIL - - p.. FIRST FLOOR - - - - \ ' 0" FIRST FLOOR —_ --- —__— -------------------- ------ ----------`---------------- -- L------\---_. _I--- ------- --- --- ——————————— — — — — —— ■ ■ SIDE ELEVATION r ® ■r a ■ .80 12 �] 6 12 6 [% 12 co� �6� ASPHAL SHINGLES �W TYPICAL PER SPECS. 12 19' =8" PLATE _ _ _ -------------------------------------------------- - - - ------------------------ - - --1--PLATE-- -------- 2'-0" \ - / \ \ 0. UL ' - BOARD & BATTEN 10 TEXTURE - - - - - W/ 6" TRIM (TYP.) COATING (TYP.)U. 00 Z \ 12 / 9'- 4 T.O.M. __ - ro - - - - - PLATE -------------- -------------=--<----------`- - 16 TRIM r RTH AM AM 3 La l 2 4 0"FIRST FLOOR' �--- �----\----' ��"\'� p��FIRSTF- - -L00R !q - - - - - ELVM I L VATIO LELL ANDO I S s S i I s S ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1285 / 300 = 4.28 4.28/2=2.14x144=308 ROOF VENT = 308 / 138 SQ. IN. = 2.23 VENTS • s I s s s s s s I I a co LL LL'° s ° p ti as � L p v •� 'Ci • s I s s s s s s I I p ti as � L p v •� 'Ci N p � C E ', a tG c® p J vi®�incv � E p a)�®c-� E_0��-°' p a N O Y ei (niv�v�® O s C ® O p .1 p ='a ;r,, O u N V m N R _O ++ N p � L L p ;a• � p _ N—ai O N O N a) Q >+ L cU ap'- m E cv > p �' p tC L m N a) m • s I s s s s s s I I s I s s s s s s I I SCALE: 1 = 20' 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1292 FLATWORK: 416 LOT:3200 COVERAGE:53.3% SOD AREA: 1192 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. 100 m - 40' S40051'28"W first im: sus; 0 cyi z c� i O Pr i • 5 Q) 4� S� W id .pd ® O a) N (1) Q E E O ® pC O U C 8 N >, tJ> U) ® 14Eaw p C -e _E® mo® w -any C L O 2 0 m _ C O O O A. = O = 'O = O a) N v LL ° LL " t0 O o ii' -' a ©® `' Ole first im: sus; 0 cyi z c� i O Pr i • 5 Q) 4� S� W id .pd ® O a) N (1) Q E E O ® pC O U C 8 N >, tJ> U) ® 14Eaw p C -e _E® mo® w -any C L O 2 0 m _ C O O O A. = O = 'O = O a) N v LL i� C7O RE lls V N O N L O _ �®v�'n3 0 U a N CL i a) .�. E .® > i U N is F-' mu E N i� C7O RE I I t t I I s lls I I t t I I s 30'-0" (2 -STORY FTG) 1/4"=11 -Off 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" 2500RSI 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 CURRENTICODE EDITION). 3. VERT. #5 BAR TO BE;! HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) VV/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 iRAISED 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 $3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETA14 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 ANP/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 OFF 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. 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. 1A WAY MIN. 2" HO O / #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 2 x24' x12" dp w ,RIZ. CLEARANCE BETWEEN EL TO 12" ALL BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE (3) #5 PARALLEL O.C. INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) 9 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 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. J Q W 24"x24"x12" dp W1 #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. CO 11J °�� J BARS & 3" MIN. COVER TO EDGE OF CONC. Z O �a -� �T �� GC U 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. FW- -Q O® m 0 t-- v ®� � Q 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. }. BARS & 3" MIN. COVER TO EDGE OF CONC. co li 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. Z 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 04 BARS & 3" MIN. COVER TO EDGE OF CONC. W • 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. LLI OZ 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. N O BARS & 3" MIN. COVER TO EDGE OF CONC. U) m " —I 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. t • 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. LO 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 2 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. ■ 4 J WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. ' 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 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. • A 54"x54"x16" dp w%#5's EQUALLY SPACED EA. Q 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. •0 BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w%#5's EQUALLY SPACED EA. ■ry.• �5 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 ( 8'-0" MAX U.N.O.) 9 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT #5 CONT. FT.G TO TIE BEAM. 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. J Q W %1111111111i CO W LU CO 11J °�� J Z O �a -� �T �� GC U ® c.�ry �v r �. o FW- -Q O® m 0 t-- v ®� � Q O a©y �© Z OJ }. co li W 0 O U C� z W D � J :D Q ED Q O J LL W T F - LL O U) z O Z O O W O U) J W Q T F- w J 0- :53 --- 0 U > 0 W Q co w F- a. Q U O U Z O O a LLi F- U F- Q U) O UJ O I— C) 0 Q U OW J LL Uo N� O b� U e o U zoo o co z O 0 sic red Z z 04 • W • 06 LLI OZ rn F- (n U Q Z rn ` O) -��yJ L N O LL U) m " —I cAaY0? o 0 a U CU M: OQ ■ Z Q¢ W Y O U � p LL,� a 3 t • Q LO 0 LL O 2 ■ �1 • ' • ■ f ■ • A Q • •0 >a •e • ■ry.• Uo N� O b� U e o U zoo o z O 0 sic red Z W -J rnLLI 06 LLI OZ rn F- (n U Q Z rn ` O) -��yJ L N O IO ®- U) m " —I cAaY0? o 0 a U CU M: OQ OZ Z Q¢ W Y O U � p LL,� a 3 Q LO O U o O 2 0 STRUCTURAL ENG: RMG U DRAFTING: W -STRUCT: MB U QC CHECK: CC H OfJOB No. DWH-0205548 J SCALE: AS INDICATED Z DATE: 07-05-18 — W 0 W of S2F- co c� v=I I I S I I I I V-8" 16'-0" [1--8- 91 INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) 8 INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. Z INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45' CORNER BLOCK GROUT FILLED WITH (2) VERT, #5 CONT. FT.G TO TIE BEAM. (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 F I,�_1�D/I�►�►I SECTION VIEW MASONRY COLUMN TIE IN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) CONT. # 5 FROM TIE BEAM TO FOOTING MASONRY WALL REINFORCING PER PLAN (TYP). 1/2"=11-011 1/4"=11-011 J U ° w 0) CO -�`' °o®®opo°®° ✓� -o®° �g°° /tib, co WV N Vii'®a4i W dtl; J o Z o � d rn a �•®w\tea s, O 01; _ 1 Y. wQ m��p U J �- Og ¢ O9 W W Lj �` -0. °° c O ®�� Z LL 0 z �7 R � W i w O U C� z LIJ C) � J m Q >Y O J --- LL LU 2 I -- O U) z O Z U) O O w a' T- 1-- U (n LU U) w a. 2E -- O U ❑ LU Q m w w F- a ¢ U LL O U) z _O O a w I- U I- U) U) O LLJ O I-- ¢ U 1 LU w ryw = VJ _L w U z O U U ¢ z ❑ w U) O C7 z ❑ O J ❑ z w T 1-- n ❑ z V) T U o O r ❑ Q� w po z c� LU STRUCTURAL ENG: RMG U) DRAFTING: w r=-STRUCT: MB U QC CHECK: CC H JOB No. DWH-0205548 J SCALE: AS INDICATED Z DATE: 07-05-18 w ❑ fr LO S2,1 I I I I I f I S U ° 1--1 O Volt U G�] Z o: o o Z U o � d w z O9 W W U z W i w E n� '06 fw-05�� QZ ` L.L v U Oma`' _ J QQ J IV m� U) 0 00 >- 00 (1) 0 ❑o;�f2Ew O Z w LL LU �O�gn=. 3 ry M /O Z OOo }� cO 2E LU STRUCTURAL ENG: RMG U) DRAFTING: w r=-STRUCT: MB U QC CHECK: CC H JOB No. DWH-0205548 J SCALE: AS INDICATED Z DATE: 07-05-18 w ❑ fr LO S2,1 I I I I I f I S (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO BOND BEAM IN FULLY BOND BEAM IN FULLY -1�1 V. PENDING SITE GROUTED CELL.PENDING SITE REFER TO MD08 FOR GROUTED CELL. i CONDITIONS, SEE CONDITIONS, SEE REFER TO MD08 FOR � �� DETAIL FOR SPLICE INFORMATION SPLICE INFORMATION DETAIL MF20 FOR All U)� MASONRY WALL °', DEEP MONO ¢ °i� MASONRY WALL SEE PLAN SEE PLAN CONCRETE SLAB PER > CONCRETE SLAB PER '; FOUNDATION PLAN FOUNDATION PLAN7 VARIES I SEE PLAN ° " d� 00 GRADE _II a 1 GRADE � � co 00 _ 4 G `° I I 1=I , 00 7 °° III ,III ; III- I I II , 11= 2 #5 BARS CONT. I— = I 1 (2) #5 BARS CONT. ' I I III=III III CLEAN COMPACTED () III W/ 3 COVER TYP. FILL @ 95% STANDARD W/ 3 COVER TYP. CLEAN COMPACTED DENSITY FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE W/(3) #5 BARS SHALL BE V-4" WIDE W/(3) #5 BARS gFaOTYPICAL EXTERIOR FOOTING OFO TYPICAL GARAGE CURB FOOTING 3/4"=1'-0" i 0 SEE PLAN FOR SHOWER SIZE OPTIONAL CURB BY 8" MIN. BUILDER FIELD VERIFY z CONC. SLAB PER FOUNDATION PLAN w� w co 4 X GRADE °. ° 44 — - z (_ ! d. `- o I I 18 I 1 4 PENDING SITE I I—III=1 1 I— CONDITIONS, SEE DETAIL MF20 FOR DEEP MONO (2) #5 BARS CONT. W/ 3" COVER TYP. WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS I:F:01 FOOTING @ SHOWER AT MASONRY 3/4"=1'-0" CONC. SLAB PER - FOUNDATION PLAN CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS NON-BEARING SLAB STEP DOWN 01170' DOUBLE STEP FOOTING 3/4"=1'-0" \ / 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 g z ANOTHER STEP 8"x12" THICKENED ~ ° O CD � F- SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. z tri OLL p , GRADE j - ;..�' d . .,. �..�: w ❑ d .d10Y,;' �n —I I I_I I I_ I—I I aA'a ' :• I I I_I I ° -III-III I I I I—;I I I I=� = 8—" I.•_ _ I _ a —I I I I I 1=1 I I_I I I— I _I 11 w ❑ vVERIFY I PLAN DETAILS w I 8" 11 —I I FOR REQUIRED #5 w CONT. BARS. MAINTAIN 3"I COVER TYP. II—III III (—II =1 7: MIN.I I_II 116" MIN. VERIFY PLAN DETAILS III=1 11=1 11=1 I I FOR REQUIRED #5 BEND EACH CONT. #5 BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR INSTALL #5 HOOK FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. DENSITY BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN THICKENED EDGE AFIOI`9 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" FILLED CELL PER PLAN GARAGE CONC. SLAB PER — FOUNDATION PLAN TOP VIEW , CORNER L C CONC. SLAB PER FOUNDATION PLABEYOND GARAGE WALL N DRIVEWAY BY PVC SLEEVE MAX —r BUILDER- CONCRETE 6" DIAMETER �4„ OR PAVERS r, z N CLEAN COMPACTED FILL @ 95% STANDARD III _I I —III III DENSITY 4" 8" 8" x 8" THICKENED EDGE W/ (1) #5 CONT. W/ 3" COVER TYP 8"CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING d d ° GRADE PIPE. MAX 4" " o — I-11 I_ .a.� FOOTING PER PLAN —III—I I CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY F1 THICKENED EDGE @GARAGE DOOR fiF1' TYPICAL FOUNDATION PENETRATIONS 8" C.M.U. FINISH PER 2x BRIG WALL PER ELEV. IF BEARING WALL SO GYP FINISH IS FINISH FLOOR z PLAN AND BEARING PENETRATING PIPE WALL SCHEDULE ABOVE - WALL MAX. 4" r•:', ,. VERIFY WITH DOOR ° ANCHOR TO HAVE MIN. cn ° . :� • "�: .. REFER TO a , CLEAN COMPACTED FOUNDATION PLAN 7" EMBEDMENT BELOW REINFORCEMENT SEE FOR CONT. 'G' 4- 1 Uj r I FOUNDATION CONIC. SLAB PER LOWEST STEP OF INFORMATION MIN 5" o�oo a�� FOOTING PER PLAN I FOUNDATION PLAN CURB z° lo _ MAX 6" DIA. 2 41d a ° d d ° o s.. (1) #5 CONT. W/ 1-1/2" =1 I- I w ° ° I ° REBAR, TYP. U.N.O. FOUNDATION PLAN � .. COVER TYP. z ° 4d III I_ I III- I—� I I (2) #5 BARS CONT. W/ CONCRETE SLAB PER LU > 3" COVER TYP. Q (2) #5 BARS CONT. W/ 6" 8" 8" 10" FOUNDATION PLAN (� 3" COVER TYP. p > d ..4 .. CLEAN COMPACTED ' ^ U) n0 FILL @ 95% STANDARD 4 WHERE 2ND STORY OCCURS, FTG v d° 4.4 [SHALLDENSITY 2ND STORY OCCURS, FTG ° `--`d . d - 40..—i _ z `�� a � III—d ° 4.. , '°•d°° ° .. . ' � � _ _ 1AL=I, %— Z _'$1.,6„— 0O0<w o Z (1) #5 BAR CONT. 10, . III I I W/ 3” COVER TYP. LU O 8" 16" 4" , CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-8" WIDE W/(3) #5 BARS NON-BEARING SLAB STEP DOWN 01170' DOUBLE STEP FOOTING 3/4"=1'-0" \ / 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 g z ANOTHER STEP 8"x12" THICKENED ~ ° O CD � F- SLAB W/ (1) #5 CONT. W/ 3" COVER TYP. z tri OLL p , GRADE j - ;..�' d . .,. �..�: w ❑ d .d10Y,;' �n —I I I_I I I_ I—I I aA'a ' :• I I I_I I ° -III-III I I I I—;I I I I=� = 8—" I.•_ _ I _ a —I I I I I 1=1 I I_I I I— I _I 11 w ❑ vVERIFY I PLAN DETAILS w I 8" 11 —I I FOR REQUIRED #5 w CONT. BARS. MAINTAIN 3"I COVER TYP. II—III III (—II =1 7: MIN.I I_II 116" MIN. VERIFY PLAN DETAILS III=1 11=1 11=1 I I FOR REQUIRED #5 BEND EACH CONT. #5 BAR AT STEP DOWN, CLEAN COMPACTED CONT. BARS. MAINTAIN OR INSTALL #5 HOOK FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. DENSITY BAR. LAP REBAR PER DETAIL MD08 ON LINTEL PLAN THICKENED EDGE AFIOI`9 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" FILLED CELL PER PLAN GARAGE CONC. SLAB PER — FOUNDATION PLAN TOP VIEW , CORNER L C CONC. SLAB PER FOUNDATION PLABEYOND GARAGE WALL N DRIVEWAY BY PVC SLEEVE MAX —r BUILDER- CONCRETE 6" DIAMETER �4„ OR PAVERS r, z N CLEAN COMPACTED FILL @ 95% STANDARD III _I I —III III DENSITY 4" 8" 8" x 8" THICKENED EDGE W/ (1) #5 CONT. W/ 3" COVER TYP 8"CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING d d ° GRADE PIPE. MAX 4" " o — I-11 I_ .a.� FOOTING PER PLAN —III—I I CLEAN COMPACTED FILL @ 95% STANDARD (SIDE VIEW) DENSITY F1 THICKENED EDGE @GARAGE DOOR fiF1' TYPICAL FOUNDATION PENETRATIONS 8" C.M.U. FINISH PER 3/4"=1'-0" HOLD BRG WALL BACK2x 2x BRIG WALL PER ELEV. BRIG WALL PER SO GYP FINISH IS FINISH FLOOR z PLAN AND BEARING PENETRATING PIPE WALL SCHEDULE d.. MAX. 4" r•:', ,. VERIFY WITH DOOR ° #5 LOOP TIE (TYP.) cn ° . :� • "�: .. REFER TO a , CLEAN COMPACTED FOUNDATION PLAN 07 M REINFORCEMENT SEE FOR CONT. 'G' 4- 1 Uj r I FOUNDATION DENSITY CONC. SLAB PER INFORMATION 2x P.T. BASE PLATE o�oo a�� FOOTING PER PLAN I FRONT VIEW ( ) PVC SLEEVE z° #5 x 25" x 25" CORNER MAX 6" DIA. 3/4"=1'-0" HOLD BRG WALL BACK2x 2x BRIG WALL PER BRIG WALL PER SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING FLUSH W/ r WALL SCHEDULE O �Oj�b 7zl-- WALL SCHEDULE FOUNDATION BELOW VERIFY WITH DOOR CONC. SLAB PER MANUF. FOR d d d / 2x P.T. BASE PLATE I FOUNDATION PLAN a , CLEAN COMPACTED 7 07 M REINFORCEMENT SEE FILL @ 95% STANDARD 'G' 4- 1 Uj r I THRESHOLD PER - DENSITY CONC. SLAB PER j 2x P.T. BASE PLATE o�oo a�� FOUNDATION PLAN I SPECIFICATIONS z° #5 x 25" x 25" CORNER '' °. 41d a ° d d ° o s.. a, — _ ((� � =1 I- I I _ °' I=1 I I=1 - a4I— I I-_ � � °� ' : ' ` : • (=111= ° ° I ° REBAR, TYP. U.N.O. FOUNDATION PLAN � .. ° 4d III I_ I III- I—� I I (2) #5 BARS CONT. W/ —III -1 I I III -1 I I-1' O 3" COVER TYP. P81,8" 8" 8" (2) #5 BARS CONT. W/ 6" 8" 8" 10" 3" COVER TYP. p �w CLEAN COMPACTED ' ^ U) n0 FILL @ 95% STANDARD WHERE 2ND STORY OCCURS, FTG v Q Z Qco •– m UI [SHALLDENSITY 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS BE 1'-8" WIDE W/(3) #5 BARSERE FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"=1'-0" � 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS U NOTE: AT FRENCH DOOR LOCATIONS. ° O �Oj�b CONTRACTOR TO ° 4n ° e VERIFY WITH DOOR MANUF. FOR d d d REQUIRED RECESS a , #5 CONT. 7 REINFORCEMENT SEE 'G' 4- 1 FOUNDATION PLAN THRESHOLD PER - ° ,, dQ FOR QUANTITY MANUFACTURER'S o�oo a�� SPECIFICATIONS z° #5 x 25" x 25" CORNER '' °. BAR, ONE FOR EA. ° °''° ° °• ° °" d ' HORIZONTAL CONC. SLAB PER - ° ° I ° REBAR, TYP. U.N.O. FOUNDATION PLAN ° 4d TYPICAL CORNER BAR DETAIL (TOP VIEW) V) 07 W U w re co SLOPE THRESHOLD PER MFR'S SPECIFICATIONS SLOPE d•. . q PER MFG SLOPE EXT. SURFACE OR GRADE 1/8" PER FOOT AWAY FROM BUILDING 1/2" FIBER EXPANSION AS REQUIRED EXTERIOR DOOR POURED SILL 3/4"=1'-0" 3/4"=1'-0" (2) #5 x 4'-0" BARS CENTERED AT PIPE PVC OR SCH40 SLEEVE PENETRATION °i d I_—III- _=1 I- - I I ( 4 °° d REFER TO (I I=III III=III=1 (I N PLAN —FOR CONT. PLAN OR I I I I I FOUNDATION SIZE & REINF. INFORMATION PIPE PERPENDICULAR TO FND CONTACT EOR FOR ADDITIONAL REVIEW FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS MASONRY WALL SEE PLAN (1) #5 FROM FTG. TO TIE BEAM MIN. 25" CONIC. SLAB PER SPLICE GROUT CELL FOUNDATION PLAN SOLID PER PLANS a 4. 1 4 . 'a .d ' 4 4 . 00 —III III IIIIII II III11i1 I III (2) #5 BARS CONT. II II - W/ 3" COVER TYP. 8 8 8 8 4- CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING WITH CMU qF::1:� FOOTING @ ENTRY MASONRY COLUMN 3/4"=1'-0" 3/4"=1'-0" PIPE PARALLEL TO FND IF MASONRY WALL OR ALL REINFORCEMENT SHALL MIN. (2) #5 DOWEL W/ TOP COURSE TO BE CHAIR ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE MIN. 6" EMBED. INTO BLOCKS. ENTIRE BASE TO BE WOOD POST PER PLAN COLUMN IS ABOVE, MAINTAIN 3" CLEAR TOGROUTED SOLID AND 1-1/2" CLEAR TO ANY FACE MAIN FOOTING W SEE ELEVATION FOR SIZE AND BASE HOOK VERTICAL GRADE AND 1-1/2" CLEAR TO EXPOSED TO WEATHER SIMPSON EPDXY @ CMU BASE w/ (1) #5 VERTICAL @ CONNECTION ALL REINFORCEMENT SHALL STEEL TO BOTTOM MAINTAIN 3" CLEAR TO ANY FACE EXPOSED TO 12" O.C. EACH CORNER CONT. TO FOOTING. ROW OF STEEL. da ° z �. GRADE AND 1-1/2" CLEAR TO WEATHER SEE FLR. PLAN FOR BASE SIZE O ANY FACE EXPOSED TO IF MASONRY WALL OR CONCRETE STAIRS AS d DEEP MONO FOUNDATION r ~ WEATHER COLUMN IS ABOVE, HOOK REQ'D PER GRADE W/ ° Q CONIC. SLAB PER PER PLAN> FOUNDATION PLAN VERTICAL STEEL TO MIN (1) #5 BAR ® d , ' w BOTTOM ROW OF STEEL. #3 STIRRUPS @ 48" O.C. WHEN e° w MONO DEPTH EXCEEDS 26", IF ' a a w FORM TO MATCH PEDESTAL DEPTH IS LESS THAN 26", d.. ° cwn DIMENSIONS ABOVE. POUR WITH SEE ° DEEP MONO FOOTING ° °.®.�. - e' PLAN STIRRUPS ARE NOT REQ'D. ^ °I :` CD = _ _ d SEE FOUNDATION FOR SPREAD oo Cl) CONIC. SLAB PER o°' FOOTING SIZE. FOUNDATION PLAN I I d Q oo ih 'f e....°' —4.. (2) #5 BARS @ TOP ° zc — - °: w d , . r WHEN MONO DEPTH ° d _ 2 d ° ° d ° O (2) #5 BARS @TOP cn a ° d ° ; a EXCEEDS 26", IF - I=) I a 1a. I- WHEN MONO DEPTH -1 I - g O d .° q.. d°'a� — _ = GRADE DEPTH < 26" THESE I I=) 11- d I. °q' is ° EXCEEDS 26", IF =1 '. °.." f- ° . °.� d' a ' 4' 0 d BARS ARE NOT REQ'D =� I _ ' f ° DEPTH < 26" THESE — _ h °°-"' "� d GRADE f ° ° GRADE d.a ° . 4 d _ III- a ' " ° '. I _ BARS ARE NOT REQ'D — °. Q d ° _ °' . I w CLEAN COMPACTED #3 STIRRUPS @ 48" d I =� __ O.C. WHEN MONO =1 I = t a'' d1.'' I= (I= Z #3 STIRRUPS @ 48" I I — r `' d _ _ a' ,, p _ 1 °. 4 4 I—I I— _ o I f a ° d d '. ', — O —) FILL @ 95% STANDARD DEPTH EXCEEDS 26", III = ' 11= i I O.C. WHEN MONO III d� a° a L.° 1= I=I - o g ;.r ®' p �..,. ®�:. �.r•'® �, t I I U DENSITY IF DEPTH < 26 THESE '— — :' III=I o DEPTH EXCEEDS 26",=III- 4 ° 4 _ c� 1=� 1= —III -1 BARS ARE NOT REQ'D I— 1- . .':."�' I ' IF DEPTH < 26" THESE — — I - r — — 17711171117117111711 — — — —- -I _ I —III 1 = _ °----------- - BARS ARE NOT REQ'D — — _ — I—III— CLEAN COMPACTED ( I—_III—III I I— CLEAN COMPACTED I I—III—III—I I '—' ' '—' ' ' ' ' '— — — — — — (2) #5 BARS CONT. W/ ; , — DEEP MONO REINFORCEMENT 3" COVER TYP. 1'-4" FILL @ 95% STANDARD (2) #5 BARS CONT. W/ III_ (1 1'-4 = — FILL @ 95% STANDARD CONTINUOUS THROUGH COLUMN BASE. DENSITY 3" COVER TYP. —I DENSITY AT CORNERS: SPLICE PER PLAN F20 DEEP MONOLITHIC FOOTING fill=21DEEP MONOLITHIC FOOTING W/ STAIR fill=23FOOTING @ ENTRY MASONRY COLUMN W/ DEEP MONO - NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0" 111 Z ;O CL �U W W C � -STRUCT: MB - -- --- QC CHECK: CC JOB No. DWH-0205548 L SCALE: AS INDICATED DATE: 07-05-18 u 3 ] 0 u r c I I 3 S S t U O �Oj�b _j ® U c O 7 2 ci LU o�oo a�� z° dQ 00 O W _j p �w ' ^ U) n0 ] v Q Z Qco •– m UI ( - >Jo amu _ � ��oroo U %— Cl) 0O0<w o Z z Z D w Z E LU O WW C J W � F- O V o _ = Z r_ C 0 N F- .J C Q 6L ' > W L LL LU Uj 94" U) C 5 co J �0 V Z _ I>� r Li W z 0. LLJ W � p>®Q00 ® 00 E ® Lw/ LL N 0 STRUCTURAL ENG: RMG q DRAFTING: -STRUCT: MB - -- --- QC CHECK: CC JOB No. DWH-0205548 L SCALE: AS INDICATED DATE: 07-05-18 u 3 ] 0 u r c I I 3 S S t CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER z J d w d (D w z O U) HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICALS ° + d G d 14 y d° d ° °Ili d BOTTOM STEEL IN LINTEL IF ° d INDICATE - HOOK INTO VERTICAL CELLS PER MD08 d ' ROUGH OPENING PER PLANlo d d V ' °,...I d d.l°. METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 ®° d d ° d' �Owpw U_ w a' No�U) d Z M U' p qdf d d° ° �d 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. U) W/ (1) #5 DIA. REBAR O w z g w LU a° .®.d d. - I PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 [d* LAP SPLICE BEND Q LENGTH LAP SPLICE . ` . NO -SHEAR WALL T OPENING ' AL SHEAR WA L SEGMENT d #3 1 7/8 d �. 18F8 -113/8F8 -OB EFI:6-113/8F`16-013 8F24 -113/8F24-013 d d, d #4 2112 5 5/8 91/2 ° n d d 55/8 121/2 32 #5 1 3 1/8 d. - I PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 d LAP SPLICE BEND Q LENGTH LAP SPLICE . ` . NO -SHEAR WALL T OPENING ' TYPI AL SHEAR WA L SEGMENT "D" #3 1 7/8 4'13/4 18F8 -113/8F8 -OB EFI:6-113/8F`16-013 8F24 -113/8F24-013 21/4 d, 9 1/4 #4 d. - I TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" MAX 4'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND Q LENGTH LAP SPLICE . C� - d "7" "DI, 8F24-1B/1T STANDARD LINTELS "D" #3 1 7/8 4'13/4 18F8 -113/8F8 -OB EFI:6-113/8F`16-013 8F24 -113/8F24-013 21/4 41 /4 9 1/4 #4 2112 5 5/8 91/2 20 d d 55/8 121/2 32 #5 1 3 1/8 V 113/4 25 33/4 7 TYPICAL MASONRY CONSTRUCTION SEE PLAN FOR TOP OF WALL AND LINTEL INFO 3/4"=1'-0" MAX 4'-0" LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFORMATION. MIN. (1) IS REQUIRED ON EITHER SIDE OF OPENING U.N.O. (2) 2x8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2x8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) PRECAST LINTEL LOAD TABLE GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND Q LENGTH LAP SPLICE . C� - d "7" "DI, 8F24-1B/1T STANDARD LINTELS "D" #3 1 7/8 4'13/4 18F8 -113/8F8 -OB EFI:6-113/8F`16-013 8F24 -113/8F24-013 21/4 41 /4 9 1/4 #4 2112 5 5/8 91/2 20 3 55/8 121/2 32 #5 1 3 1/8 7 113/4 25 33/4 7 15112 40 #6 33/ 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 21 3/4 56 �4P SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90° HOOK 3/4"=1'-0" STANDARD 180° HOOK #3=2Y2" #4 = 2 %" #5=2%" #6=3" #7=3%2' STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR ° pp d 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. T PROVIDE CLEAN OUT OPENING @ GROU FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING PRECAST LINTEL LOAD TABLE O GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: U d AND LOTT'S CONCRETE + a . C� - d ° d STANDARD LINTEL NOTES �4P SPLICE EMBEDDED REBAR SPLICE DETAIL STANDARD 90° HOOK 3/4"=1'-0" STANDARD 180° HOOK #3=2Y2" #4 = 2 %" #5=2%" #6=3" #7=3%2' STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR ° pp d 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. T PROVIDE CLEAN OUT OPENING @ GROU FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. 5'-0" 5'-0" 2'-8" Ir Ir I I _ MIN.I PRECAST LINTEL LOAD TABLE O 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 �c 8F20-1B/1T 8F20-013/1 T O STANDARD LINTEL NOTES 8F24-1B/1T STANDARD LINTELS 8R22-0B/1T 3LEAR OPENING 8" UNFILLED 18F8 -113/8F8 -OB EFI:6-113/8F`16-013 8F24 -113/8F24-013 8F32-113/81`32-013 O 8R30-0B/1T 0 8F32 -06/1T O 8F38 -1B/1T O 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069/3069 1 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 1343 2693 / 2561 6113 / 3820 8974/5961 10)00/8107 OPENINGS. U.N.O. T-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3'-4" 1006 1663/1349 5365/1999 7342/3123 10000/4249 HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" 488 991/991 2661 /2143 5681/2698 6472/3685 7'-0" 416 7591699 1843 11625 3486/260 6390/3302 5. (") ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 ADEQUATE FOR THE LOADS, 10'-0" 292 567/454 1366 / 1277 2423 / 1770 4006 / 2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY R 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-8" 0 369/261 1002/984 1697 / 1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-4" 0 328/0 1234/0 1779/0 2662/0 0 14'-0"2439/00 292/0 1160/0 1660/0 LIJ 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 U) 0PZE2Z 0 Z E 181- 8'-8" 0 142/0 598 /0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. 20'-0" 0 180/0 598 / 0 1024 / 0 1441/0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. 20'-8" 0 145/0 550/0 981 /0 1376 /0 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 22'-8" 0 110/0 450/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE RECESSED LINTELS -FILLED LLL. STRENGTH = 1900 PSI. CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1B/8R14-0B 8R22-1 B/8R22-OB LLI 0 Lj 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 < �3 Wm�� 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW 2'-8".1 1425/1425 3343/3280 4933 / 4933 RELAXATION. 7/32 WIRE PER ASTM A510. 3'-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE W � V �e M 3'-4 1081/920 2769/1716 4085/2839 1 Z I- 4' 4 846 /833 2121/1716 3127/2839 CID ®w()0 F =FILLED WITH GROUT 5'-4" 664/572 1761/1761 2595/2595 DRAFTING: -STRUCT: MB MARK LINTEL U = UNFILLED 6'-4" 526/434 1539/1539 1329/2267 07-05-18 i REQUIREMENTS R =RECESSED &FILLED WITH GROUT 7'_4' 4801322 1334/1334 1964/1552 8R6-1B/1T QUANTITY OF #5 REBAR 8'-4° 415/235 1152/1152 1694/1552 @ BOTTOM OF LINTEL CAVITY 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 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. 5'-0" 5'-0" 2'-8" Ir Ir I I _ MIN.I 8F16-1 13/1 T �—QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH F- J Z) w I— T_ =z O �z 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. O 81740 -OB/1T �I`--- ---BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) �w 8F8 -0B/1T 8" NOMINAL WIDTH O 8F40 -1611T UNFILLED SAFESAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN'U.N.O. OR LINTEL LINTEL PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 1/4"=1'-0" J Q M LU I-_ OL Q U LL C z C U C a 8F8-1 B/1 T O 8R14-1B/1T 8F16-1B/1T LLLI 8R14-0B/1T O > . ':0®W 8F16 -06/1T �c 8F20-1B/1T 8F20-013/1 T O 8R22-1B/1T 8F24-1B/1T 8R22-0B/1T 8F24-OB/1T 8R30-1B/1T 8F32-1B/1T O 8R30-0B/1T 0 8F32 -06/1T O 8F38 -1B/1T O 81712-1B/1T 8F16-1 13/1 T �—QUANTITY OF #5 REBAR AT TOP NOMINAL HEIGHT TYPE DESIGNATION NOMINAL WIDTH F- J Z) w I— T_ =z O �z 7-5/8" ACTUAL 8" NOMINAL WIDTH FILLED 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 1-1/2" CLEAR #5 REBAR AT TOP MIN. (1) REQ'D C.M.U. O 81740 -OB/1T �I`--- ---BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) �w 8F8 -0B/1T 8" NOMINAL WIDTH O 8F40 -1611T UNFILLED SAFESAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. 2. 0 = NOT RATED. 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN'U.N.O. OR LINTEL LINTEL PLAN COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. 1/4"=1'-0" J Q M LU I-_ OL Q U LL C z C U C a t S s t LLl M R °®®®GOO." 00 LU LLLI o -z'm�j z O > . ':0®W ®�/� O ilk I— ❑ O E— CL QL W LijILLI U 0 Nokt 0 z � Z o ° z U z 4pQ' z° Qm 0 0— Cn U '_ M W J��: LIJ 06 w05�� E U Q z M z U_ q� ID m� O 'v J —1 U) IY 0 >- a o U _ Q O O Q m hJ.. U) 0PZE2Z 0 Z E Q Q w Y O ® Jaz �.— ry,W U 20 C 3 W w Gt cy, M h UUj m Id Z N F— LLL. W LLI 0 Lj _j +� < �3 Wm�� is W � V �e M -- Q� 1171 V+ � I.`. "" 0. w 1 Z I- LLJ 0 w0 ❑ CID ®w()0 Q-❑ N STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB i QC CHECK: CC JOB No. DWH-0205548 I SCALE: AS INDICATED DATE: I I 07-05-18 i t S s t HI Ti C1 @ 9'4" A.F.F. WALL LEGEND = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. OR LINTEL FKAM I N" PLAN FIRST FLO NOTE.O- SEE PAGE S5.1 FOR OT AND CONNECTOR LEGEND 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 MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Q z W W a Il 0 N z O I_ - W S f— W ❑ O U C� z_ J_ m Q O J LL W LL O U) z _O U) O W 2 O J J Q W J T- D - :E O U ❑ z Q M tY W I— d Q U W O U) z _O U) O w 0- t 1 a s I S S I S Cq� pco = z m U oQe ❑ J z F ®�'��©®°®®<g� �g �o O Uj L O I -- CL U) LU LU U 0 N a � fv O U U C( z O/�� z/n mss/ v LLI ® W ® /n 1--z� U Q z N D7 U) V / LU Cs 0p a -j-r co nl co U U)C�❑>-6 8 I— U) ❑oz> -2w O ILL<LLwQ Z Z 0 z O�0�-Jo_ 3 W Q �rri W T I— LL. U o z O U) O 2 Z M _® �— LLL w w LL Wm r 11 J h L -j 0 z V Y � r W ti a. 1 Z a. w o LU 7 � <0w00 STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205548 SCALE: AS INDICATED DATE: 07-05-18 65 t 1 a s I S S I S TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (PID O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN (3)12d (3)12d O(2)2X8 SYP #2 BUILT UP STUD COLUMN BW1 16" SPF TOENAILS/ END NAILS TOENAILS/ END NAILS NO UPLIFT MID -SPAN ENGINEERED LUMBER COLUMN PER STRUCTURAL BWZ 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 570 plf MID -SPAN BW3 16 SPF SP4 W/(6) SP4 W/(6) 570 plf 3 r d. PT. H10A-2 1245 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" 10d x 12' NAILS 10d x 12" NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER (3)12d (3)12d NO 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL BWQ 12" SPF TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS NAILS NAILS 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT BW5 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 760 If p MID -SPAN BW6 12" SPF SP4 W/(6) SP4 W/(6) 760If p PT. 12" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10d x 12" NAILS 10d x 12" NAILS HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. SET 3rd. 3640 4235 (3)12d (3)12d NO TO BEAM: SIMP. HUC410 w/(18)16d & BW7 16" SYP TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN NAILS & (18)4"x24' TAPCONS NAILS NAILS FRAME TO CMU 1020 BW8 16" SYP SP4 W1(6) SP4 W1(6) 664 p If MID -SPAN (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 10d x 12' NAILS 10d x 12' NAILS LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT BWg 16" SYP SP4 W/(6) SP4 W1(6) 664 plf 3rd. PT. 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 10d x 12 NAILS 10d x 12" NAILS 17 MSTC40 w/ (52) 16d SINKERS CENTERED BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN 1500 EPDXY MIN. 7" EMBEDMENT CMU UPLIFT HTT4 w/(18) 16d x 22" NAILS w g" EPDXY ANCHOR w/SIMP. SET W NAILS NAILS EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 If p MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 885 p If '-rd. PT. 3 BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 280 If p MID -SPAN 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS @ 32"o.c. @ 32"o.c. 4095 BW14 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12" NAILS 380 plf MID -SPAN 3300 3965 @ 24"o.c. @ 24"o.c. STANDARD SEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J -BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE (2)2X4 SPF #2 BUILT UP STUD COLUMN Og (3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O44 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN (1)ply 1985 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. WITH 1/2" FLITCH ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x5-1/4" COVER SHEET. H10A w/(18)10d x 12' NAILS OR ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER SHEET. <S>3 3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL -1/2"x9-1/2" FRAME TO FRAME COVER SHEET. H10A-2 1245 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. 1245 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. (2)HTS20 w/(24)10d x 12' NAILS 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER SHEET STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 22" 10d .148" x 3" 12d .148" x 34' 16d .162" x 32' 8d RING SHANK .113" x 22 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 ITS BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) HEADER META16 w/(8) 10dx12" NAILS OR META20 w/(8) H2x6 (2)2x6 #2 SYP wA' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS �da�Y 10d x 12' NAILS. AT PARALLEL TRUSS CONDITIONS USE FRAME TO CMU 1450 1450 w/(6)10d NAILS & (14)4"x24" LTA2 w/(10) 10d x 1Z" NAILS @ 24" O.C. U.N.O. PLATE TAPCONS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE (2)META16 OR (2)META20 TO POST: SIMP. HTS20 OR MSTA18 R2 (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (10) 10d NAILS (2)ply TRUSS (14) 16d x 12" NAILS WITH 1/2" FLITCH (2)ply 1900 (2)ply 1900 PLATE H10A w/(18)10d x 12' NAILS OR H3.5x7.25 H10A 1015 H10A 1140 3 (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 FRAME TO FRAME 1245 1450 WITH 1/2" FLITCH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)4'x24" TAPCONS H3x12 (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 TO POST: SIMP. HTS20 OR MSTA18 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) HEADER SUPPORT SCHEDULE TO BEAM: SIMP. HUC410 w/(18)16d & ElH2.5A w/(10)8d FRAME TO FRAME 535 600 V-0" TO T-11" MTS 12 w/(14)10d x 12" NAILS FRAME TO FRAME 860 1000 ON MASONRY: (2) SIMP. MSTAM24 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 2 TO POST: SIMP. HTS20 OR MSTA18 f o 1 MGT w/(22)10d 8' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 �f 12" EMBEDMENT TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS HTT4 w/(18)16d x 22' NAILS & 8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 EPDXY MIN. 7" EMBEDMENT Q� TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24' TAPCONS 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 833p1f 928plf 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 1290 1500 EPDXY MIN. 7" EMBEDMENT CMU HTT4 w/(18) 16d x 22" NAILS w g" EPDXY ANCHOR w/SIMP. SET W 19 EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 20L� (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 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 5351bs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN, ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TAG7 HEADER TO POST: SIMP. HTS20 OR MSTA18 H2x6 (2)2x6 #2 SYP wA' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS �da�Y (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" PLATE TAPCONS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE TO BEAM: SIMP. HUC410 w/(18)16d & f-- (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 H3.5x9.25 (2)1.75"x9.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ON MASONRY: (2) SIMP. MSTAM24 PLATE BETWEEN PLIES TO POST: SIMP. HTS20 OR MSTA18 HEADER SUPPORT SCHEDULE TO BEAM: SIMP. HUC410 w/(18)16d & SEE PLAN FOR WALL WIDTH (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d V-0" TO T-11" NAILS & (18)4'x24" TAPCONS 1 4'-0" TO T-11" ON MASONRY: (2) SIMP. MSTAM24 2 2 TO POST: SIMP. HTS20 OR MSTA18 2 TO BEAM: SIMP. HUC410 w/(18)16d & 10'-0" TO 12'-0" (10) 10d NAILS B3.5xl1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 Q� TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL '` U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 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 �•• ` 111� IN 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. 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. GAIN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SRACING SHALL BE 6" ON EDGES AND 12" IN FIELD } NOTESCONNEG"ITOR 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. Q 1= HEADER SCHEDULE TAG7 HEADER FASTENERS S H2x6 (2)2x6 #2 SYP wA' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) �da�Y °AUjd_ o�< 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)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) f-- 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 H5.25xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT SCHEDULE SEE PLAN FOR WALL WIDTH OPENING SIZE JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO T-11" 2 2 8'4" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 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 �•• ` 111� IN 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. 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. GAIN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SRACING SHALL BE 6" ON EDGES AND 12" IN FIELD } NOTESCONNEG"ITOR 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. Q 1= CIO Uj IDsJ'�4irn opo o �da�Y °AUjd_ o�< Lr�Q U Ilk q Q Uj �tl®®D9®9 Q 7,f111lil1, f-- 0 _O F__ Q� U) 0 W U ° z° Qm Z O W !! �� J V W � ": W°6 WzZ-cfl� E Z V Q `N a,0 th - '._1 W r►7. mL -Li W W <00 Z j Z ZZ)Zwz E Q 4 w O0 3 Lu W W LO I-' OUc = Z U) O Z C14 O M E-- -J LL. '' LLI ® o {1) J Q m C/) 2 T_ 11 W ® LU Z 0 L a. , Z LL. Lij W 00 IY®Ujo0 0- ® M "r N '..� STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205548 SCALE: AS INDICATED DATE. 07-05-18 S5.1 CIO H2x6 H2x6 EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 16" O.C. MAX 16" O.C. MAX 9'-0" LL O �A O D�fl Z W o wr Q U 16" O.C. MAX 16" O.C. MAX 9'-4" 16" O.C. MAX 16" O.C. MAX 10'-0" W Q 16" O.C. MAX 12" O.C. MAX EA I EFF IOR 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 SRACING. 2. SEE DETAIL WF10/S,D3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILSIARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS [0 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 IWITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #142 @ 16' O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY SUBSTITUTED FOR SPF #142 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND 0 = 9'-4" T.O.M. �'' = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD ,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 - WS45/SD4 OPENING SITTINGiON WOOD BEAM - WS46/SD4 3. AT ALL CORN ERS,1CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. ii NOTE.- SEE P5.1 FOR NOTES AND CONNECTOR LEGEND ROOF.FRAMING „_ ,_ „ 1/4 —1 0 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z O 0 W r co W 0 O U CD Z 0 J m Q 0 W O J LL W r W O U) z O O 0 - CC CC W r O J J Q r U) W J d O U 0 Z Q co W r a Q 2 U LL O U) z O O a. W r U r Q LL O Z O F- 0 O J W r r W U Z Q 0 W O U U Q Z 0 W U) O m 6�J V=1 I I s I t as �o%r V'``im �- 00 �a�� myLU ��0� L6 o LL O �A O D�fl Z W o wr Q U p J W Q 00 F -- < Z _® d. U W LU U fl /y M N Q ....� o 3. U `per � z a�oe5 z° in 0 WU M N J rn E X06 W Z-� ti Q Z 11-4 rn z U O > M ' fo �Nct1t1� m C LU (n�0>o v O�� Io i , C/)0 W0 VZ z E z Q Q W Y 0 �- O��a LJ < (Y M WLLWo Z S O (n O C0 ti Z 111�- N 0 M < LL > J UJI J z C/) J Q Iq 2 CO 11 0�®--� i' 0 0 —jV Z d M ® W 1 Wo LU O 5; a Q 00 Lij N ®® STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205548 SCALE: AS INDICATED DATE: 07-05-18 S5.2 6�J V=1 I I s I t e, 1U) G• •p° (Y ,.. Q �. L4J Ij .. W. G .. 4 Q >z iI .. aaf ENTIRE COLUMN TO BE GROUT FILLED w U.N.O. 07 .11 a IR 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/SDI r GARAGE F.F., EA. SIDE SECTION OF OPENING KO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN, 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS I'KE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIt PER NAILING TOP OF KNEE\ OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUDS O/C 2x P.T. PLATE 1/2" x 8" A.B. OF O.C. & 6" FROM CENTER ON BP TOP KNOCK OL COURSE W/ (1) CONT. jjkARCH 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 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" KNEEWALL ABOVE MASONRY WALL 111=11-0.1 "=1'-0" 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 H / A DOUBLE TOP PLATE K GO OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B H RAFTER OCOMMON TRUSS PER PLAN OR CONY. FRAMING w/ C STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS E OCURVED ROOF TRUSSES PER PLAN OR CURVED ` 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 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 ADDITONAL NFORMATION ;HEADER CAN BE =1THER UPSET OR DOWNSET) ?x W/ (2) 16d TOE NAILS EACH END IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS SEE GE02/SD2 FOR OUTLOOKER OR SHEATHING CANTILEVER VALLEY TRUSS 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 COMMON BAILS (TYP.) ?x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. FO SIDE & TOP NAILER I.x BUCKS, 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN (3) 16d NAILS MAIN SPAN ROOF 2x BLOCKING W/ (3) 12d J TRUSS TOE NAILED @ EA. END UPLIFT CONNECTOR UPLIFT CONNECTOR (SEE SCHEDULE) (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY (GEO GABLE END AT VALLEY FRAMING - CONNECTION TO TRUSS 3/4"=1'-0" (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2" TITEN HD ANCHORS W/ 11N. 1 2" 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 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D ! ALTERNATE CONNECTIONS I.L.O. J -BOLT: LAST STUD OF KNEE WALL 1. MIN. (6) 1/2"x5" TITEN HD W13-1/2" MIN. EMBED. PROVIDE STANDARD 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/4-1/2" MIN. HOOK EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER TO MIN. (2) 2x FULL HEIGHT I _ _. _. _. I ____,__ 2x6x12 P.T. SYP #2 WALL STUDS W/ (2)-16d NAILS j CD CENTER BUCK @ 12" O.C. ° _._- - , ____. I 1/2" J -BOLT W/ 5 1/2" MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN EMBED. (1) #5 IN TIE BEAM - 1 1/2" 2x P.T. SYP #2 NAILER (1) #5 BAR IN PRECAST MIN. OF OPENING W/ (1) 1/4"x2-3/4" LINTEL - - 4" MIN. FROM TAPCONS @ 24" O.C. & OF WALL TO BOTTOM OFRADIUS AS REQ'D FACE OF CMU 4" FROM ENDS (2) #5's VERTICAL IN ---r -' ANCHOR NOT PERMITTED TO BE GROUT FILLED CELL I INSTALLED WITHIN 1-1/2" OF HEAD JOINT OTHERWISE SP2 CLIPS ' MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. EACH STUD TO DOUBLE TOP PLATE �° WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR PLATE AND SPI CLIPS EACH . PRECAST LINTEL OREACH BUCK, EA. SIDE OF OPENING. FIRST ANCHOR STUD TO BOTTOM PLATE KNOCK OUT COURSE -r' (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" FO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM BELOW TOP OF BUCK. SPACE REMAINING ANCHORS (1) #5 VERTICAL IN ,�� @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY GROUT FILLED CELL (IF - WALL REQ'D PER PLAN) CO F— <t BUCK TO CMU ATTACHMENT --- X LOCATIONS PER GARAGE DOOR NOTE: SEE MD08 ON F— m w > MFR.'S WRITTEN SPECIFICATIONS LINTEL PLAN J >O p m Q 045 DEG. BEVEL CUT N 2x6 P.T. SYP #2 BUCK m Q Q - END 1 1/2" ABOVE 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/SDI r GARAGE F.F., EA. SIDE SECTION OF OPENING KO GARAGE BUCK DETAIL (MAX. 170C) 1/2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN, 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS I'KE-ENGINEEI TRUSSES PER 24" 0. C. MAX. TYP. TRUSS T( CONNECTION CONNECTION EXT. SHEATHIt PER NAILING TOP OF KNEE\ OR SP2 CLIPS CLIPS AT BASE 2x BLOCKING MIN 2x4 STUDS O/C 2x P.T. PLATE 1/2" x 8" A.B. OF O.C. & 6" FROM CENTER ON BP TOP KNOCK OL COURSE W/ (1) CONT. jjkARCH 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 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" KNEEWALL ABOVE MASONRY WALL 111=11-0.1 "=1'-0" 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 H / A DOUBLE TOP PLATE K GO OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B H RAFTER OCOMMON TRUSS PER PLAN OR CONY. FRAMING w/ C STRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS E OCURVED ROOF TRUSSES PER PLAN OR CURVED ` 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 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 ADDITONAL NFORMATION ;HEADER CAN BE =1THER UPSET OR DOWNSET) ?x W/ (2) 16d TOE NAILS EACH END IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS SEE GE02/SD2 FOR OUTLOOKER OR SHEATHING CANTILEVER VALLEY TRUSS 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 COMMON BAILS (TYP.) ?x4 SPF CONT. 3LOCKING ATTACH TO '/16" OSB W/ (2) 8d JAILS '/16" OSB EACH SIDE, N/ 6d NAILS @ 16" O.C. FO SIDE & TOP NAILER I.x BUCKS, 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN (3) 16d NAILS MAIN SPAN ROOF 2x BLOCKING W/ (3) 12d J TRUSS TOE NAILED @ EA. END UPLIFT CONNECTOR UPLIFT CONNECTOR (SEE SCHEDULE) (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY (GEO GABLE END AT VALLEY FRAMING - CONNECTION TO TRUSS 3/4"=1'-0" (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2" TITEN HD ANCHORS W/ 11N. 1 2" 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 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D ! LAST STUD OF LAST STUD OF LAST STUD OF KNEE WALL KNEE WALL JOINING i ~r��— KNEE WALL JOINING JOINING UP TO MAIN HOUSE I UP TO MAIN HOUSE WALLS SHALL BE ATTACHED I (2) 2x TOP PLATE WALLS SHALL BE ATTACHED TO MIN. TO MIN. (2) 2x FULL HEIGHT I (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS i i WALL STUDS W/ @ 12" O.C. ( (2)-16d NAILS @ 12" MIN. 2x4 SPF #2 KNEE WALL I (2) 2x #2 SYP SEE PLAN O.C. WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE W/ STUDS @ 16" O.C. STRUCTURAL SHEATHING 2 1/2" I MIN. 2x4 SPF #2 KNEE ON BOTH SIDES FROM TOP I BUILDER FRAME WALL WITH STUDS @ OF WALL TO BOTTOM OFRADIUS AS REQ'D 16" O.C. W/ BEAM. ATTACHED PER I STRUCTURAL NAILING SCHEDULE I SHEATHING ON BOTH OTHERWISE SP2 CLIPS 2x PT BOTTOM SIDES FROM TOP OF EACH STUD TO DOUBLE TOP PLATE �° WALL TO BOTTOM OF PLATE AND SPI CLIPS EACH . PRECAST LINTEL OREACH _ BEAM. ATTACHED PER STUD TO BOTTOM PLATE KNOCK OUT COURSE -r' NAILING SCHEDULE FO KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM \ 3/4"=1'-0" MASONRY WALL 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 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" Q.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE OF BUCK. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUOKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS STRUCTURAL SHEATHING TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE 3/4"=1'-0" RE. ELEV. FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION ANk TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LAST STUD OF W KNEE WALL JOINING i ~r��— (2) 2x TOP PLATE z; UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY FOR BEAM SIZE ATTACHED TO MIN. IF OPENING PROVIDED TYP. @ ALL WINDOWS (2) 2x FULL HEIGHT I PER PLAN) I: WALL STUDS W/ `aE. Q—C)�I W ❑�� ELEV 0'-0" (2)-16d NAILS @ 12" 2x4 SPF #2 KNEE WALL SEE FOUNDATION O.C. W/ STUDS @ 16" O.C. 2 1/2" I W/ STRUCTURAL II- 1/2" x 8" ANCHOR BOLTSHEATHING FROM OR TITEN HD @ 32" tjI TOP OF WALL TO O.C. & 6" FROM EACH _ BOTTOM OF WALL. END ° ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE �° OTHERWISE SP2 CLIPS BUILDER FRAME . PRECAST LINTEL OREACH STUD TO BEAM RADIUS AS REQ'D KNOCK OUT COURSE -r' ABOVE AND SP1 CLIPS Q EACH STUD TO MASONRY WALL BOTTOM PLATE OFO KNEEWALL �T MASONRY WALL 3/4"=1'-0" RE. ELEV. FOR O.H. 3/4"=1'-0" PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION ANk TOP OF MASONRY SEE ARCH PLANS FOR OVERHANG INFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID SEE FOUNDATION DETAILS FOR FTG INFO S01 TYPICAL ONE STORY CMU WALL SECTION WMR &ASSOCIATES, LLC is strictly prohibited. n 07 W z; WINDOW PER 0') FLOOR PLAN 00 PRECAST CONC. OR POWERS STEEL SILL C9 TYP. @ ALL WINDOWS Is. a EXT FINISH PER PLAN I: MAIN FLOOR `aE. Q—C)�I W ❑�� ELEV 0'-0" CONC. SLAB - Z �}© SEE FOUNDATION VERT REINF. BEYOND PLAN FOR MORE INFO III �IIII: I MASONRY WALL PER II- PLAN SEE FOUNDATION DETAILS FOR FTG INFO S01 TYPICAL ONE STORY CMU WALL SECTION WMR &ASSOCIATES, LLC is strictly prohibited. n DATE: 07-05-18 f s s f s f f f f f z; %0kjj1d1118j�,j 0') 00 jj e Lij U_ 6�°a �� J Z C9 Oo pt ®g J =Q U 143 lP:C) `aE. Q—C)�I W ❑�� Z �}© ®a®©&O ,° O P ILL _ X93911 fl L] D D FW- D Q o L e D L --- U E L 9 Z 2 CL W C i i i > > '. LU i U 0 O �b n 8- U o O ON o� z° U -1 Q* (D W J�_� ..� (�✓ w i o O 6)) U rn 6.1�. (D Q z ti z �0❑m� Oq~m�co = I�- m V' C �- �- CC/ J ❑ F- � 2 w 0 1. Pry z z Z QU_WYT_ 0 0 0 g a UJ X ,0 W LL U r 2 Z O (n O z N 0 M �:- W LU 0 ❑ W _j �( X g 0 >-® Z ix UJI W0�.. r 1_z Z 12 W W < 0 0Q®W00 IZ 64 STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205548 SCALE: AS INDICATED DATE: 07-05-18 f s s f s f f f f f 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. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT EOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH GE02 FOR REQ'D MAINTAIN 3 1/4" W/ SINGLE BOTTOM & TOP PLATEBLOCKING BRACE TO PLATE BRACING TYP. GABLE BRACING + UP TO 4'-8" CLEARANCE BETWEEN 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM (1) 2x4 BRACE 7'-0" < H K- 9'-4" INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16"4\ PLYWOOD 14'-0" < H418'-8" AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM SHEATHING & A H JAMB STUDS PER WF08/SD3 J -BOLT EACH END AND 32" ATTACHMENT W/ (3) NAILING PER ell END. O.C. MAX. z 10d TOENAILS EA. END w PLAN SHALL n D MIN. (2) TRUSS BAYS M RUN CONT. FILLING AND BLKING 2x8 P.T. PLATE, CANT. < BACK FROM GABLE ACROSS GABLE -'TO FOR CLG. NAILING W Y END (MIN. 48") BOTTOM OF J SURFACE U) v 11- FALSE BEAM. d ❑ m 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS 0 GABLE END W/ 12d NAILING GABLE END TRUSS TO a. = NAILS @ 6" O.C. Zr SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2X4 SYP #2 FRAMING FOR FALSE PLAN SIMPSON LTA2 TRUSS TO CMU BEAM @ 16" O.C., IF REQ'D W/ (4) F_ TIE BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE CMU WALL OR LINTEL TOP AND BOTTOM (1) #5 CONT. 7MIN. 2x4 #2 SYP BELOW BETWEEN CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. STUDS ONLY FRAME DOWNF FALSE 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*** E GABLE END @ FLAT CEILING CONNECTIONS (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) 16d2'-0" MAX (2)16d NAILS PLT. TO END NAILS EA. END STUD TOP & BOTTOM 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES 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 JOT A DIAPHRAGM PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING (TYP.) (END NAIL PLTS. 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 SHEATHING PER PLAN 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SYP#2 OR BETTER 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 RACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H`7'-0" (1) 2x4 BRACE 7'-0" < H K- 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H514'4" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H418'-8" STRONGBACK W/ (2) 2x4 BRACE A -A GABLE VERTICAL BRACING GABLE END BRACING TRUSS PER PLAN 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART 3/4"=1'-0" 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/ (2) 12d END NAILS @ EACH END TRUSS PER PLAN SIMPSON LTA2 BLOCKING TO CMU W/ MASONRY WALL OR (10) 10d NAILS AND LINTEL SEE PLAN °° N.40 4 1/8" EMBEDMENT OR SIMPSON META16 STD CONDITION @ CMU SIMPSON DTC, (2) 8d 1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING, O.C. AND 6" FROM EA. END W/ NUT &WASHER (4) 8d NAILS TO TOP TRUSS PER PLAN n PLATE MSTAM-24 TYP. EA. SIDE OF EA. STUD. CENTERED BETWEEN ' FRAME AND CMU SEE WALL SPLICE DETAIL FOR REQ'D FLASHING USS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O C W/ (2) 12d WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-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. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM — STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 2x4 BLOCKING (2) 1" NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGER 2x4 LEDGER W/ (2) NAILS @ EACH WEE CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART STRONGBACK IF 0 0 0 0 REQ'D PER CHART AGABLE END SHEATHING FASTEN PER LAN. ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE EXTERIOR SHEATHING ATTACH PER PLAN a FROM TOP OF WALL W W TO BOTTOM 2x8 #2 SPF STUDS AT fit 16" O.C. MASONRY WALL OR�jj 2x8 #2 SYP PT. BASE LINTEL SEE PLAN PLATE W/ 1/2" x 8" A. ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU 2x4 BLOCKS, (2) 1" NAILS @ EA. END BLOCK ADJ. BAYS EA.DIAG. AS SHOD FASTEN ROOF SHEATHING TO BLOCKS w/8d NAII @ 6" O.C. (5) 16d NAILS BRA, TO BLOCKING PROVIDE 2x4 BRAI TO EA. ADJ. DIAG. FASTEN TO DIAG.\ 16d NAILS. GABLE BRACING O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKII` BETWEEN TRUSS @ 48" O.C. FOR FII BAYS--- WALL PER PLAN CONNECTION DETAIL FOR REQ'D MAY ALSO BE (FRAME WALL SHOWN; CONNECTIONS MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT! REQUIRE BRACING*** kTHING PER PLAN RE O.H. IS > V-0", D END GABLE w/ -OOKERS @ 24" TO RUN BACK TO ;OMMON TRUSS 1 (3) 12d TOENAILS. SECT TO DROP E WITH H2.5 CLIP. 2'-0" O.H. F. 2x4 @ 24" O.C. E END THING FASTEN DLAN ;E AS REQ'D SON H10A DIAG. _OCKING 'IDE 2x BLOCKING 4AILING S PER PLAN 'LAN FOR ORT AND TIE 4 OF JACK SES GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER SEE HEADER SCHEDULEFOR HEADER CONNECTION INFORMATION (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 LSTA30 HEADER TO AT C 3/4"=1'-0" < END NAILS @ EACH rn co W 0O o GO -j Z STUDS U.N.O. CO0 a Q U a W v �. WLo A H JAMB STUDS PER WF08/SD3 z ,aN6 Cr �{� a« `` < ell END. L n D FILLING AND BLKING BASE PLATE TO BE 0 U) J WALL SHEATHING PER AS REQ'D W/ (2) ROWS D ATTACHED TO FTG O PLAN SIMPSON LTA2 TRUSS TO CMU 7 F_ OF 12d @ 16" O.C. TO USING 1/2" 0 J -BOLTS W/ (10) 10d NAILS & MIN. 4 1/8" HEADER UNO D n Q OR EPDXY ANCHOR @ _2 CD 2x WALL, SEE PLAN EMBEDMENT OR SIMPSON z STD CONDITION @ FRAME WALL HGAM 10 SCREWS &/(4))1/4" 2X STUDS TYP. J--- 6" FROM EA. END OF BASE PLATE &WALL TAPCONS OR L --- ---_.- OPENINGS & 32 0 — — L L EQUAL MAINTAINING MIN. 2" ATTACH JAMB STUDS O.C. W/ 7" MIN EMBED. & 2" K o (4)10d NAILS @ EA. EMBEDMENT @ENDS, PER WF08/SD3 DOOR WASHER. AT SLAB Z BLOCKING TO TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON D BASE PLATE TO BE OPENING 41 STEP DOWNS, EMBED. � PLATE FRAMING PLANS 2 > O � , ATTACHED TO FTG MUST BE 7" BELOW 7j USING 1/2" J -BOLTS OR STEP 0 L TRUSS PER PLAN TRUSS PER PLAN EPDXY ANCHOR @ 6" E OPENING FROM EA. END OF BASE P.T BASE PLATE U) (2)10d NAILS TO U) PLATE & WALL SF?4 @BASE OF EA. = BOTTOM CHORDOPENINGS J t W & 32" O.C. W/ STUD U.N.O. SEE BEARING WOOD WALL EACH END OF r 7" MIN EMBED PER BRG S HEDULE ON NOTES & CONNECTOR 0 B BLOCKING J WALL SCHEDULE. AT L� END SHEET 2x4 SYP #2 FLAT ° SLAB STEP DOWNS, HEADER DETAIL NOTES: W (2)10d NAILS TO BLOCKING, @ 24" O.C. a LAY 2x4 SYP #2 BLOCKING EMBED. MUST BE 7" 1. UPLIFT CONNECTORS INDIATED ON THIS DETAIL ARE ONLY REQUIRED BOTTOM CHORD W/ (2) 12d END NAILS e OVER THE TOP OF THE BOTTOM MIN. BELOW STEP WHEN BEARING WALL HAS UP, LIFT. IF FRAMING PLAN INDICATES w @EACH END OF BLOCKING @ EACH END. LINTEL PER �y CHORD. ATTACH W/ 2 10d P.T BASE PLATE CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED p W WALL SHEATHING PER PLAN NAILS @EACH TRUSS 24" O.C. W. c_n PLAN MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT � 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. SP4 @ BASE OF EA. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING v STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS i) // � BEARING CONDITION @ CMU WALL BEARING WALL SHOWN ON STANDARD DETAILS. co ALT. BLOCKING @ FRAME CONDITION W SCHEDULE FOR MORE 3. JACK STUDS SHALL BE (D i INFO. INDICATED ON FRAMING PLANS BY THE DIAMOND <-- z U) r O) U U' Qoo- m Uj Z U� _>o� W DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR F z NOT USED fi FO NON-BEARING WALL CLIP DETAIL Z z <<WYo O FO TYPICAL HEADER DETAIL HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE HEADER SUPPORT SCHEDULE ON NOTES &CONNECTOR LEGEND SHEET. p W 3/4"=1'-0" MPH EXP. B) = z0 C!1 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. LU T)(150 1/2"=1'-0" N THEN ATTACH ADDIT'L KINGS AS REQ'D. T_ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, > 0 W W LLC is strictly prohibited. S S f f t < rn co W 0O o GO -j Z CO0 a Q U a W v �. WLo eE% z C7 > Lei 0 Z ,aN6 Cr �{� a« `` < ell L n D J D 7 F_ D n Q t D J--- ---- L --- ---_.- ---_-- — — L L L D D z 2 > O L E U U) J t W r J W U O // � ' O Z U o z��aod W z (D i LI..I J ti n ®od III E W Z❑cow_ O z U) r O) U U' Qoo- m Uj Z U� _>o� W ❑> o 0 <00elf U) ❑F-�?5- W p f—E Z z <<WYo O 0 r%k— 2 0 re, Q W �ofLO W W U = z0 C!1 O 73 N 0 > 0 W W WLU q CO ie o_'L; g 0 W A.. M W1 Z (I WWW, 0 00 12 � 0 �- 0 N STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB CC CHECK: CC JOB No. DWH-0205548 --- SCALE: AS INDICATED DATE: 07-05-18 oD2 S S f f t NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. — PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE STRUCTURAL INSTALL SIMPSON 1 11 �_ z PSPN516Z W/ (12) 16d I ----- • NAILS TYP. TOP & BOT. + + NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d ATTACH 2x4 STUDS TO - + (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d wU_ z J WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + THEN (2) ROWS 10d ALL LOCATION + NAILS @ 8" O.C. IF MASONRY, USE (2) OTHERWISE 2x4 WALL BEYOND _O @ 3" O.C. IN HORIZONTAL CONDITIONS AGAINST 2x8 STUDS I I I 48„M/ ATTACHED PER ° z ( N (WF08/SD3) TOP SPLICE @ WALL SHEATHING W. (4) 12d NAILS DOUBLE 2X4 TOP ON PLANS. STAGGER ALL VERT. PANEL JOINTS PLATE SPLICE, SEE SPLICE ATTACH 2x8 STUDS TO - ABU POST BASE TOP PLATE W/ (4) 12d ATTACH 2x4 STUDS TO DETAIL. MAX 1/8" TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO AT ALL LOCATION TOE -NAILS TYPICAL AT BETWEEN ALL LOCATION HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @TOP & BOTTOM SPLICE OVER 1/4" x 2 3/4" TAPCONS TO CMU O STUD BOTTOM ° EF:O TYPICAL TOP PLATE SPLICE @ BRG. WALL DOUBLE 2x4 TOP NAIL FIELD INSTALLS^ PLATE TOP PLATE TO FRAM PROVIDE 2x4 ON TOP WALL OR PRE - OF 2x8 TO PAD OUT ASSEMBLED WALL PANEL W TOP PLATE. ATTACH / (2) 10d NA W/ (2) 10d NAILS 3" O.C. NAILING 8" O.C. (FOLLOW (SOLID BLOCK W/ 2x6) NAILING REQUIREMENTS THI DETAIL FOR ALL TOF PLATE SPLICE LOCATIONS) 48 2/ /N TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE �— PRE -ENG. ROOF 1 SHEATHING INSTALLED VERTICALLY TRUSS PER PLAN AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND2 7z UNDER GIRDER TRUSS OR HORIZONTALLY SEE PLAN FOR U.N.O. TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ F1 SECTION @ DOUBLE BEARING STRUCTURAL PT. POST (AS NOTED) 1 11 �_ z 3” O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. I ----- -- II— �-1---I1 1T LAP BEAM PLYS AND W O = 2<J � ~¢ NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d LIJ NAIL AS SHOWN (5) WALL SPLICE, FIELD 2x4 #2 SYP CONT. W/ wU_ z J NAILS @ 3" O.C. 1I 5 I I I I I Z__j VERIFY IF REQUIRED O.C. AT EDGES AND 12" O.C. 0 � �_NAIL 0- OPENING PERIMETER w/ (2) ROWS OF 8d NAILS IF MASONRY, USE (2) 1/4" TAPCONS W/ _O @ 3" O.C. IN HORIZONTAL CONDITIONS III I I I POST TO BEAM ° z ( NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. ° III WALL SHEATHING W. (4) 12d NAILS o WU.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS 7PANELS SPLICE, SEE SPLICE HGAM10 TOP AND BOTTOM ABU POST BASE PLATE TO CMU WALL W/ (4) (AS NOTED) DETAIL. MAX 1/8" 5/8" THREADED ROD w/ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO OPENING NUT SET IN ADHESIVE BETWEEN w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @TOP & III ( 4SPACE 1/4" x 2 3/4" TAPCONS TO CMU O BOTTOM ° @ 32" O.C. & MIN. 6" FROM Cn III 3 III I II II ENDS. IF HEADER HEIGHT a 111 III 11 11 11 LL EXTERIOR SHEATHING ARTYP OUND OPENING 2x STUDS BEYOND, CENTER OF EACH STUD TO POCKET SGD III 111 11 I I I I SEE PLAN FOR MORE CMU @ 32" O.C. MAX LL PROVIDE PIECE OF (2) 2x8 SYP #2 P.T. BOTTOM INFO z � O SHEATHING BETWEEN III I 7T III I I I I I I w— `/' :5 EXTERIOR WALL 1 111 I I 11 11 SPECIFICATIONS U)Q W � O SHEATHING & BLOCKING. _iAI_IL ILL_JJ__LL__II— J J= O 0 ,-o SHEATHING TO HAVE ----- ----_---- ❑� COm 17 SAME THICKNESS& " o STRENGTH ORIENTATION FLOOR SYSTEM "� AS EXTERIOR WALL — — — — — --------- SHEATHING CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE BEYOND SEE PLAN lo I SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL ROOF SHEATHING, NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE @ EACH STUD (2) 12d NAILS @Z:: EACH END PRE-ENGINEERED vv SIMPSON LSTA30 W/ ROOF TRUSS - SEE / (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS i 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 BLOCKING1 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 SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SEE PLAN FOR U.N.O. CONNECTION F1 SECTION @ DOUBLE BEARING 3/4"=1'-0" i r a SEE FOUNDATION i PLAN FOR ADDITIONAL a a INFO SIDE VIEW @ BASE OF POST 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. STEP @ BEARING FRAME WALL I EXT. WALL / TRUSS SIMPSON LRUZ26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED 3/4"=1'-0" 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR SEE PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" O.C. MAX. (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY FOR SHINGLE ONLY 4'-0" MAX. 10 SIMPSON LUS24 W/ FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. SD01 TYPICAL SHED ROOF DETAIL PLATE . ,•, PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION o ° °—°—°—°—°—°—° D= NAIL SPACING i PER NOTE #2 M IT C I D 1 1 SHEATHING PER PLAN WALL BLE TOP I D/2PLATE PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN X3/8" S= NAIL SPACING S S PER NOTE #1 M M — _ SINGLE NAIL EDGE SPACING NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS PRE ENGINEERED CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN TRUSS AND IF PERPENDICULAR TRUSS BEAM INTO LONG SPAN AS INDICATED ON BEAM INSTALLED ABOVE, FASTEN PLAN TYP. SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN TRUSS W/ (2) 12d TOENAILS STRAP IS NOT REQUIRED. 2x8 SYP #2 P.T. VERTICAL @ STRUCTURAL PT. POST (AS NOTED) 1 11 EXT. AS NOTED ATTACHED PER Q O 16" O.C. FASTEN EXT. LAP BEAM PLYS AND W LIJ NAIL AS SHOWN (5) SHEATHING W/ 8d NAILS 6" 2x4 #2 SYP CONT. W/ 0 (2) 16d COMMON 0.131 x 3 1/4" NAILS NAILS EA. STUD OR z LD O.C. AT EDGES AND 12" O.C. I-- PER PLY IF MASONRY, USE (2) 1/4" TAPCONS W/ HTS20 CLIP FROM MIN. 2" EMBED. @ 24" z O.C. POST TO BEAM O TRUSS OR ROOF ° SYSTEM EXTERIOR BEAM AS W. (4) 12d NAILS NOTED PLAN VIEW @ TOP OF POST WOOD/MASONRY PT POST (AS NOTED) w HGAM10 TOP AND BOTTOM ABU POST BASE PLATE TO CMU WALL W/ (4) (AS NOTED) o' 5/8" THREADED ROD w/ U NUT SET IN ADHESIVE i r a SEE FOUNDATION i PLAN FOR ADDITIONAL a a INFO SIDE VIEW @ BASE OF POST 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. STEP @ BEARING FRAME WALL I EXT. WALL / TRUSS SIMPSON LRUZ26Z W/ (9) 10d x 1 1/2" NAILS 2x4 SYP #2 OR PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX. DESIGNED 3/4"=1'-0" 2x8 SYP #2 LEDGER. ATTACH TO STUDS W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO MASONRY W/ 2x6 P.T. SYP #2 LEDGER W/ (2) 1/4" x 3 1/4" TAPCONS @ 12" O.C. SHEATHING PER PLAN 12 MIN. 2x6 SYP #2 OR SEE PRE-ENGINEERED PLAN ROOF TRUSSES @ 24" O.C. MAX. (5) 10d NAILS FOR CONV. FRAMED MEMBERS ONLY FOR SHINGLE ONLY 4'-0" MAX. 10 SIMPSON LUS24 W/ FASCIA PER (6) 10d x 1 1/2" NAILS COMMUNITY SPECS 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) 1/4" x 3 1/2" SIMPSON SDSD SCREWS @ 16" O.0 MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. SD01 TYPICAL SHED ROOF DETAIL PLATE . ,•, PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION o ° °—°—°—°—°—°—° D= NAIL SPACING i PER NOTE #2 M IT C I D 1 1 SHEATHING PER PLAN WALL BLE TOP I D/2PLATE PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN X3/8" S= NAIL SPACING S S PER NOTE #1 M M — _ SINGLE NAIL EDGE SPACING NOTE: MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS PRE ENGINEERED O 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 @ STRUCTURAL o SHEATHING `. ATTACHED PER Q O 16" O.C. FASTEN EXT. io W LIJ SHEATHING W/ 8d NAILS 6" 2x4 #2 SYP CONT. W/ 0 (2) 16d COMMON W NAILS EA. STUD OR z LD O.C. AT EDGES AND 12" O.C. I-- TYP. (MAX. 24" O.C.).O IF MASONRY, USE (2) 1/4" TAPCONS W/ IN FIELD. FASTEN TOP MIN. 2" EMBED. @ 24" z O.C. PLATE TO VERTICAL STUDS O TRUSS OR ROOF ° SYSTEM = W. (4) 12d NAILS WOOD/MASONRY WALL OR TRUSS, w HGAM10 TOP AND BOTTOM C) PLATE TO CMU WALL W/ (4) M 0 O U 1/4" x 1 1/2" SDS SCREWS & (4) ❑ z 1/4" x 2 3/4" TAPCONS TO CMU O ° @ 32" O.C. & MIN. 6" FROM ENDS. IF HEADER HEIGHT a EXCEEDS 2'-0" ADD AN ... ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD CMU @ 32" O.C. MAX ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. WRITTEN STAGGER NAILS AS SPECIFICATIONS REQUIRED SO4 HEADER @ POCKET SLIDER 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE _ OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B Lq 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. rCF01 FIELD FRAMED VALLEY DETAIL 1/2"= 1 1-01, NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE 10d x 3" COMMON 6.11 Q 2 1/2" o z ❑ W W1 1/2" w N N r N I � N I I `�' 10d x 3" COMMC 10d x 3" COMMON OPP SIDE ( z U z l l Q U) 00 D_ U) 00 (2) 2x4's (2) 2x6's FO TYPICAL BUILT-UP STUD COLUMN DETAIL o90, FN '90 TO T CTA/ O OXY 2x SCAB w/ 10d NAILS @ 4" O.C. PER -ENG TRUSSES 10d x 3" COMMC OPP. SIDE 2 1/2" EDGE (2) 2x8's (2) 2x COLUMN 1-1/2"=V-0" BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OR VINYL SOFFITS ROOF SHEATHING, 2��R� eTO FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4)104 x3" NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS @ 4" O.C. TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION LEDGER PER PLAN 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER O.C. PLAN SEE ELEV. FOR O.H. SIZE ni ircin� i�� 2x4's C C C G C EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OQTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT 2x FASCIA (2) 8d TOE NAILS TO LEDGER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. CFF FI F\/ F(1R • !NL 1 • 1<. TYPICAL SCAB OVERHANG 3/41'-0-0" J - 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. NOT USED 10dx3" 10d x 3" OPP. SIDE LU , wa INCE PERS 0 W co W ❑ O 3/4"=1'-0" n Q Z U LL O U) z O L) > O a W fy I– U I– U) ❑ Q U) LL O Z O Q U O J W W U z Q ❑ O U U Q z ❑ W 0) O a (7 z Q O J ❑ z w z F- O I– W z O W ❑ w U CC U) J Q z W ❑ v� W 3/4"=1'-0" (� 1/2"=V-0" I \ / 1/2"=11-0" Li) 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 z 0 ®" Mesa J m STRUCTURAL o SHEATHING .W k ATTACHED PER Q O NAILING SCHEDULE io W LIJ 2x4 #2 SYP CONT. W/ 0 (2) 16d COMMON W NAILS EA. STUD OR z LD TRUSS MEMBER, I-- TYP. (MAX. 24" O.C.).O IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" z O.C. O TRUSS OR ROOF Q SYSTEM = WOOD/MASONRY WALL OR TRUSS, w SEE PLAN 0- 0 O U ❑ z M O 3/4"=1'-0" n Q Z U LL O U) z O L) > O a W fy I– U I– U) ❑ Q U) LL O Z O Q U O J W W U z Q ❑ O U U Q z ❑ W 0) O a (7 z Q O J ❑ z w z F- O I– W z O W ❑ w U CC U) J Q z W ❑ v� W 3/4"=1'-0" (� 1/2"=V-0" I \ / 1/2"=11-0" Li) 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. co »t ®%1111111 & J 3�+®�,� W CO 0)�a lt"00 `y W �0 ' , di 00 n�°©moaae°qo %� va W ®" Mesa Z T U_ '4-6.too b6 d 0�3 .W k ®a Q O io LIJ I-- O U) C) > LUU O H O U) Z U O = z, 3 UF 0 o�` z dao �J }— O z am W Z 0 W J Y' rn ,�,yx� W z?�� F-- V Q z N rn ° 6M –.s 00 zL 0 J W <00c � U) ❑ I--�2u! o Z �-© QQW`-L° WLLW<a i-- v ° ; 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 —� 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 SEE PLAN BOND BEAM LINTEL AS PER PLAN Alk WD. HD. HT. d SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER —��:F WRITTEN SPECIFICATIONS EXT FINISH PER PLAN 7. VERT REINF. BEYOND MASONRY WALL PER ,a PLAN . t FIN. FLR. dd GRADE DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION, FLOOR SYSTEM DRAFT STOPPING AT 1000 SQ FT MAX: DRAFT STOPPING MATERIALS NOTE: ALL FLOOR TRUSSES TO BE P.T. 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 I FRAMING PLAN FOR FRAME CONNECTION. W/(18) 16d x 2Z" NAILS 20. NAILING SCHEDULE. SEE STANDARD TO POST (U. ON FLOOR GIRDER OR CONNECTOR NOTES BEAM; SEE PLAN AT EA END NAILED TO PROVIDE SOLIDA FRAMING PLAN) & $" A FLOOR W/ (14) 10d BLOCKING WITHIN FLR. ALL THREAD W/7" MIN. NAILS REFER TO PLAN FOR EMBEDMENT INTO TIE o (1) SIMPSON LSTA30 BUILT-UP COLUMN BEAM USING SIMP. SET STRAP CENTERED INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN BUILT-UP COLUMN PLAN AND GIRDER/BEAM PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS NAILS SYSTEM INSTALL COL. EVEN WITHIN SHEET FOR MORE INFO (2) 12d NAILS @ 12" O.C. KNEEWALL & PROVIDE FLOOR TRUSS MASONRY WALL SEE ' SOLID BLOCKING PLAN FOR MORE INFO (2) SIMPSON LSTA18 UNDER COLUMN 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 LATERALLOADS 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 FLOOR TRUSS SEE TO BOT. (RIBBON/ FRAMING PLAN FOR BEAM) ATTACHED PER CONNECTION INFO. NAILING SCHEDULE. MTSC40 POST ABV. TO (2) 2x SILL AT WINDOW FLOOR GIRDER OR W/ 2x CRIPPLE STUDS BEAM; SEE PLAN AT EA END NAILED TO ABOVE V5U4 I YFJICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM BAND JOIST & BLKG��j OR LVL GIRDER i-WVK 511 CH I HIND 2Sc 3/4"=1'-0" 3/4" I-LUUK SHEATHING SHEATHING PER PLAN 2x 2ND FLOOR STUDS NAILING PER FLOOR DETAIL WF10/SD3 MTSC40 POST ABV. TO SEE PLAN FOR MORE A (2) SIMPSON LSTA18 POST BELOW U.N.O. FRAMING NOTES 2x STUDS STRAPS CENTERED C PROVIDE SOLIDA FRAMING PLAN FOR A FLOOR W/ (14) 10d BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS SYSTEM TO MATCH PLAN FOR FLOOR 16" O.C. W/ (2) 16d NAILS COL. DIMENSION SYSTEM INFO. SOLID BETWEEN - SPACING AND GRADE REFER TO PLAN FOR TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE BUILT-UP COLUMN RIBBON TO BE PT IF ATTACH 2x STUDS W/ INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.0 2x4 #2 SYP ANGLE /— (2) 12d NAILS @ 12" O.C. STRAPS CENTERED @ 2x BLOCKING FOR 2x BOTTOM PLATE W/ BEARING WALL PER FLOOR W/ (14) 10d (2) 12d NAILS @ 12" O.C. PLAN BEYOND NAILS ' COLUMNS ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" (2) SIMPSON LSTA18 MID -HEIGHT BLOCKING (2) SIMPSON META16 STRAPS CENTERED C PER BEARING WALL FLOOR TRUSS TO FLOOR W/ (14) 10d SCHEDULE MASONRY WALL NAILS W W/ (2) 10d TOENAILS (3) 2x STUD PACK — COLUMN BASE EXT. SHEATHING ATTACH PER NAILING CONNECTION PER FLUSH W/ FACE OF SCHEDULE PLAN MASONRY ATTACHED SHEATHING REQ'D STUDS @ 16" O.C. PER NAILING ATTACH 2x STUDS W/ REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" 0.0 FOUNDATION PLAN 1/8" GAP BETWEEN FOR FTG. SHEATHING AND �' INFORMATION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE OF SILL (MAX OPEN'G MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR LL PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16 MIN THICKNESS SHALL tWS03 TYPICAL TWO STORY COL. @GIRDER 1WS09 2nd FLOOR CORNER FRAMING ATTACHMENT BE 1/2" GYP BOARD OR 15/32" OR 7/16" OSB. 3/4"=1'-0" 3/4"=1'-0" ATTACH TO FLOOR fel II—ATI ItA II'� I".rt-'f CALIFORNIA CORNER A -A STANDARD CORNER A -A (3) 2x STUDS (4) 2x STUDS STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. 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 TRUSS W/ 8d NAILS AT i-WVK 511 CH I HIND 2Sc FLOOR SHEATHING & 717tH I NINh tItK 3/4" I-LUUK SHEATHING SHEATHING PER PLAN 16" O.C. TOP AND NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS FRAMING NOTES 2x STUDS ,SEE FRAMING NOTES 2x STUDS NAILING SCHEDULE SCHEDULE CQ FRAMING PLAN FOR ,SEE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS SEE \ 2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE , GIRDERS: BLOCK FRAMING PLAN FOR 16" O.C. W/ (2) 16d NAILS @ 48" O.C. W/ (2) 12d AND SEE ARCH PLAN AND SEE ARCH PLAN SOLID BETWEEN - SPACING AND GRADE RIBBON TO BE PT IF TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN RIBBON TO BE PT IF 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE VERTICAL @ 48" O.C. 2x4 #2 SYP ANGLE /— (2) 12d NAILS @ 12" O.C. 2x BOTTOM PLATE W/ (MAX) 2x BLOCKING FOR 2x BOTTOM PLATE W/ W _j AGAINST TRUSS 1 ROW 8d NAILS VERTICAL @ 48" O.C. () @ 3' (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL 2 () 12d NAILS @ 12" O.C. NOTES3" W/ (3) 12d NAILS EACH O.C. WALL SHEATHING (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" I r END TO BOTTOM PLATE/ O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING CONC. SLAB - SEE FOUNDATION PLAN FOR MORE INFO TOP CHORD HEADER ' TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE PRE -ENG FLOOR TRUSS F�<<s 10d x1-1/2" @ 24" O.C. TOP RIBBON 2x SYP #2 RIBBON (MIN OR FIELD FRAME 2x4 SIMPSON LSTA24 CQ 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) KNEE WALL, STUDS @ \ NAILS. BEND STRAP 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM 16" O.C. W/ (2) 16d NAILS HEADER SIZE & REQ'D U.N.O. ON PLAN 16d NAILS; BOTTOM RIBBON TO BE PT IF @ EACH END. TRUSS TO FACE OF JAMB STUDS/ RIBBON TO BE PT IF BRG DIRECTLY ON CMU W/ STRAP PER FLOOR PLAN FOR MIN. VERTICAL @ 48" O.C. BRG DIRECTLY ON CMU CMU STANDARD CONNECTOR W _j LE (2) ROWS 8d NAILS @ I (2) ROWS 8d NAILS @ NOTES3" e O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL I MASONRY WALL PER` (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN I O.C. WALL SHEATHING PLAN I.. BOTTOM RIBBON MASONRY OR MTS12 - RIBBON SEE FOUNDATION NOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU WALL TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER (FFI T PAPER 2 4 PT SILL PLT IF BARRIER (FELT PAPER STRAP PER STANDARD BARRI TYPICAL TWO STORY SECTION - SYSTEM 42 FLOOR SHEATH PER PLAN ATTA PER NAILING SCHEDULE FLOOR TRUSSE: PLAN (2) H2.5A TRUSS BEAM U.N.O. BEAM PER PLAN 3/4"=1'-0" SHEATHING PER PLAN ATTACH PER NAILING SCHEDULE 2x BOTTOM PLATE W/ (2) 12d NAILS @ 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 (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM PERPENDICULAR TRUSS TO DROPPED BEAM 3/4"=1'-0" x WALL PER PLAN ER (FELT PAPER KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTIONS, CANTILEVERED FLOOR TRUSS CONNECTION 3/4"=1'-0" - - NMR11111 CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED SEE WS10/SD4 FORT' ADDITIONAL INFO z 0- 0r w SLOPE w ------_•_ F— Cn SECTION AT BALCONY 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) 3/4"=1'-0" NOT USED 3/4"=1'-0" 3/4"=1'-0" SOLID SHEATHING @ NOTE: WHEN 3 OR MORE WINDOW 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 J HEADER ' HEADER SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6) F�<<s 10d x1-1/2" @ 24" O.C. AND WINDOW IS yFFT (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 CQ & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d U.N.O. ON PLAN \ NAILS. BEND STRAP T ®} o (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. HEADER SIZE & REQ'D U.N.O. ON PLAN 3", THEN RUN DOWN U SILL PLATE W/ (2) 10d FACE OF JAMB STUDS/ HEADER -SEE 2ND HEADER TOENAILS. OPENING FLOOR PLAN FOR MIN. VERTICAL @ 48" O.C. LESS THAN 4FT:(1) 2x HEADER SIZE & REQ'D LARGER THAN 4FT: (2) W _j JAMB STUDS SILL PLATE W/ (2) 10d 0 2x SILL PLATE W/A35 EXTERIOR SHEATHING w w o TOENAILS. OPENING FROM TOP OF WALL CLIPS EACH SIDE W/ 2x IF HEADER IS UPSET TO BOTTOM OF FLOOR LARGER THAN 4FT: (2) AND WINDOW IS SYSTEM (RIBBON / J SOLID SHEATHING @ ' HEADER F �'<<S SIMPSON SP4 W/ (6) tiFFT 10d x1-1/2" @ 24" O.C. AND WINDOW IS (USE SP6 @ 2x6 STUDS TOENAILS. EXT. & SP8 @ 2x8 STUDS) CQ (2) 2x SPF TOP PLATE 0r0�yv�ms U.N.O. ON PLAN \ HEADER-SEE2ND T ®} o FLOOR PLAN FOR MIN. \ / HEADER SIZE & REQ'D " JAMB STUDS J BEAM) ATTACHED PER ' �- IF HEADER IS UPSET W ®`4� d ®� ❑ Q �t1nii8jJj®� NAILING SCHEDULE. rn AND WINDOW IS � n® z %'53 � W ❑ 0` TOENAILS. EXT. SEE FRAMING PLAN CQ �°�®�a®�/' �©�V°✓ 0r0�yv�ms :o ��; Ld �O Z T ®} o ��D_ U = O LESS THAN 4FT:(1) 2x m " ° Q U LOWER: (1) 2x SILL BEAM) ATTACHED PER ' �- IF HEADER IS UPSET W ®`4� d ®� ❑ Q PLATE W/ (2) 10d NAILING SCHEDULE. \ AND WINDOW IS � n® z %'53 � W ❑ 0` TOENAILS. EXT. SEE FRAMING PLAN FRAMING PLAN, 2nd FLR STUDS TO BEAR ON LOWER: (1) 2x SILL �+' °°®° °°NQ� Q �HEADER OPENINGS FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING PLATE W/ (2) 10d o ®®,� s� '"°®°�° �} O �'�®� LESS THAN 4FT:(1) 2x MASONRY WALL SEE \ TOENAILS. EXT. _ �® LL SILL PLATE W/ (2) 10d AGAINST TRUSS HEADER OPENINGS ��B99t9t TOENAILS. OPENING W VERTICAL @ 48" O.C. LESS THAN 4FT:(1) 2x w LARGER THAN 4FT: (2) W _j DOUBLE BOTTOM SILL PLATE W/ (2) 10d 0 2x SILL PLATE W/A35 (2) 2x SILL AT WINDOW w w o TOENAILS. OPENING 0 CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS \ LARGER THAN 4FT: (2) z CRIPPLES 16" O.C. @ AT EA. END NAILED TO l 2x SILL PLATE W/ A35 W W/ (2) 10d TOENAILS STUD PACK W/ 10d J CLIPS EACH SIDE W/ 2x 0 l'- T&B (PLYWOOD NAILS @ 8" O.C. THEN FLOOR TRUSSES PER CRIPPLES @ 16" O.C. m Q SHEATHING REQ'D STUDS @ 16" O.C. NAILS W/ (2) 10d TOENAILS o T&B) ATTACH SILL W/ (2) 10d a' T&B (PLYWOOD SEPARATE SHEATHING TOENAILS AT EA. END �' SHEATHING REQ'D 0 - -- -- ----- ---- -- ---- - UNDER WINDOW OF SILL (MAX OPEN'G W T&B) LL WIDTH 4'-0"). USE A35 Z (j) _ CLIP AT EA. END FOR FLOOR GRIDER OR ~ a OPENINGS GREATER>1 O THAN 4' BUT LESS THAN 6' Cn z O 2x TOP & BOT. RIBBONS, CONT. NOTE: ALL FLOOR PER PLAN ATTACHED PER NAILING SCHEDULE - 2x4 #2 SYP BLOCKING @ 48" O.C. W/ (2) 12d TRUSSES TO BE P.T. IF = NO MOISTURE BARRIER p ° C o z O ° U zOJ�a Z ° (FELT PAPER OR SIM) IS TOP OF TOP PLATE TO PROVIDED LU IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR CMU WALL BELOW PER DETAIL INCDICATED ON CONNECTION 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 AkSO HEADER CONNECTION @ 2nd FLOOR GIRDER TRUSS PER PLAN SEE TRUSS LAYOUT FOR HANGER 3/4"=1'-0" Z O W (1) SIMPSON LSTA30 PER PLAN ATTACHED PER NAILING SCHEDULE - 2x4 #2 SYP BLOCKING @ 48" O.C. W/ (2) 12d U = (, p ° C o z O ° U zOJ�a Z ° TOP OF TOP PLATE TO TOENAILS EACH END LU ry LO w o BEAM PER PLAN ROWS 1/4"x3" SDS BOTTOM PLATE, STRAP CENTERED O 2x BOTTOM PLATE W/ 0- 0 {n BEARING WALL PER 2x4 #2 SYP ANGLE � (2) 12d NAILS @ 12" O.C. C (D PLAN AGAINST TRUSS BETWEEN COLUMN SEE FRAMING PLAN _j W VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" O z W _j DOUBLE BOTTOM W/ (3) 12d NAILS EACH O.C. WALL SHEATHING :DM AND GIRDER/BEAM FOR FLOOR w w o Qo END o Z 70 BOTTOM PLATE/ ("� 06 z 5 E (2) H5 EA. FLOOR = W TOP CHORD ❑ W BELOW W/ (22) 10d CONNECTION Ir J CO O m Uj co BOTTOM PLATE, SLIT FLOOR TRUSSES PER LL ¢ p UJ �/ J -i o } o < NAILS PLAN z --� Q o o =o¢"~ ACCOMMODATE 0 �' z Z) z w Z E, STRAP -1 z Cn W 1-- ® Q�wYo 3 Z (j) J FLOOR GRIDER OR a Q BEAM :E --- -- 11 ° o_j~_, o - 0 0 W = ® J Z Q p �e M 5 W LU vs�oW 'VSO HEADER CONNECTION 2nd FLOOR 1 u) Z IL @ HIGH BM W LLj---) 0 7 3/4"=1'-011 a O U ° Q 2 tY�®W00 N 0 W LOOR SHEATHING SHEATHING PER PLAN cv v' z SHEATHING PER PLANSCHEDULE PER NAILING SCHEDULE, CONTINUOUS FROM PER PLAN ATTACHED PER NAILING SCHEDULE - 2x4 #2 SYP BLOCKING @ 48" O.C. W/ (2) 12d U ATTACH PER NAILING U)ATTACH �2 0 z O �. 0 � p ° C o z O ° U zOJ�a Z ° TOP OF TOP PLATE TO TOENAILS EACH END LU ry LO w o BEAM PER PLAN ROWS 1/4"x3" SDS BOTTOM PLATE, Z O 2x BOTTOM PLATE W/ 0- Z BEARING WALL PER 2x4 #2 SYP ANGLE � (2) 12d NAILS @ 12" O.C. C (D PLAN AGAINST TRUSS U) U , VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" O z W _j DOUBLE BOTTOM W/ (3) 12d NAILS EACH O.C. WALL SHEATHING :DM w w o PLATE END o Z 70 BOTTOM PLATE/ ("� 06 z 5 E (2) H5 EA. FLOOR = W TOP CHORD ❑ W U)'t - 8 (� Q o o M - m TRUSS TO DOUBLE J CO O m Uj co BOTTOM PLATE, SLIT FLOOR TRUSSES PER LL ¢ p UJ �/ J -i o } o < FLOOR DECKING TO PLAN z --� Q o o =o¢"~ ACCOMMODATE 0 �' z Z) z w Z E, STRAP -1 z Q 1-- ® Q�wYo 3 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS `— TRUSS PER PLAN FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" ATTACH TRUSS _ U o Z g a 3 BOTTOM CHORD TO 0 W o BEAM BELOW W/ (2) W LU (2) ROWS 8d NAILS @ LO w o BEAM PER PLAN ROWS 1/4"x3" SDS Z O SCREWS @ 12" O.C. _ (n O MAX. (2) ROWS 8d NAILS @ 3" O.C. WALL z SHEATHING TO BEAM � PARALLEL TRUSS TO DROPPED¢ BEAM z LL > 3/4"=1'-0, W J 0 2E -1 z Z (j) J Q M - 00 T- 11 ° o_j~_, o = ® J Z p �e M 5 W LU q ®- LLi 1 u) Z IL LLj---) 0 7 O g ® 00 tY�®W00 0 W �. La cv '® z 0 U) W STRUCTURAL ENG: RMG Cn DRAFTING: LU -STRUCT: MB c~j QC CHECK: CC I— JOB No. DWH-0205548 U) - SCALE: AS INDICATED Q--- --- - - --- --- -- - z DATE: 07-05-18 W 0 Y) W S UP" 4 r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. t t t t 2x BRG WALL W/ SIMPSON SP2 @ TOP & SP1 @ BASE. LSTA18 OR MTS12 MAY BE USED @ BASE EXTERIOR SHEATHING ATTACH PER NAILING SCHEDULE (2) 2x4 #2 SYP BLOCKING W/ SIMPSON HUC24-2 EACH END, USE (4) 10d & (2) 10d NAILS. UNDER WINDOW JAMBS USE (2) 2x6 W/ HUC26-2. 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ MSTAM24 EA. SIDE OF 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d 2x BLOCKING W/ (2) 12d BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) TAPCPER ST CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP; CEE NS NTER 2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE STRAP BETWEEN 12d NAILS @ 12" O.C. 2x BLOCKING WI (2) 12d MASONRY WALL AND TOENAILS EACH END FRAME WALL 3/4" FLOOR SHEATHING FLOOR TRUSS PER ATTACHED PER (2) 2x4 #2 SYP -- I I PLAN CONTRACTOR MAY USE NAILING SCHEDULE BLOCKING W/ S.IMPSON SIMPSON HTT4 AT HUC24-2 EACH END, WINDOW JAMB STUDS USE (4) 10d & (2) 10d INSTEAD OF INDICATED NAILS. UNDER EXTERIOR FLAT STRAP. WINDOW JAMBS USE SEE PLAN INTERIOR FLAT STRAP SEE PIAN (2) 2x6 W/ HUC26-2. IS STILL REQUIRED AT JAMB STUD CONDITION LOW ROOF TRUSS SEE TRUSS PLAN FOR SEE ARCHS FOR —� LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND _P_ TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH CONNECTIONS ON MASONRY USE " MASONRY (SHOWN) MASONRY WALL PER - MASONRY (SHOWN) META16 @ 24O.C. OR OR WOOD WALL PER PLAN OR WOOD WALL PER ON WOOD USE HGA PLAN CLIPS @ 24" O.C.) SECTION @ RAISED HEEL TRUSS �5 SSECTION @ COMBO TRUSS 1/2"=1'-0" (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" PLAN 1/2"=11-0" WALL SPLICE DETAILS EXTERIOR SHEATHI" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" \ ARCHS O.C. -SEE FRAMING t TOENAILS EACH SIDE PLATE ATTACH PER PLAN FOR MORE INFO. NAILING SCHEDULE NAILING SCHEDULE 2X8 #2 SYP CONT. 2x4 BLOCKING ROOF SHEATHING — ISIMPSON H2.5A EA. NAILS. ATTACH NAILS BETWEEN STUDS W/ FRUSS i SHEATHING PER PLAN (2) 12d TOE NAILS O.C. MAX. (INSTALL (4) PRE-ENGINEERED — ATTACH PER NAILING EACH END TRUSS PER PLAN SEE FLOOR FRAMING SCHEDULE (2) 2x TOP PLATE IF 2 -PLY TRUSS LEDGER W/ (2) Y4"x3-1/2" 2x8 #2 SYP P.T. SILL SEE PLAN FOR SDS WOOD SCREWS @ r _ - - - - - - PLATE W/ 1/2" EPDXY ANCHOR BOLT OR 16" O.C. MAX. & 3" 8" CMU WALL, TYP. STUDS TO ALIGP J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL FRAMING PLAN FOR 23/4 EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY O.C. LUS26-2 FOR 2PLY FROM EA.END ANCHOR BOLT OR l TRUSS SHOP � , J J -BOLT W/ MIN. 7" LRAWINGS - - - - - - - - 2x8 SYP #2 LEDGER W/ EMBEDMENT @ 32" MIN. (4) 16d NAILS TO MAX 1/8" GAP O.C. & 3" FROM EACH EACH STUD (AT EACH OPT. BETWEEN SHEATHING END SDS SCREW @ 16" O.C. AND CMU 16d NAILS) a STUDS ABOVE TO ANCHORS SIMPSON CS18 CONT. #5 IN TIE BEAM F1 BRACING 2 STORY FRAME WALL EXT. FINISH PER STUDS ABOVE TO ARCHS WALL SPLICE DETAILS EXTERIOR SHEATHI" SEE 2NE I ------------------------------I WALL SE I n IADDITIO INFORM SIMPSON H2.5 TRUSS TO LEDGER I 'MIN. 2x6 #2 SYP CONTLEDGER w/ (2) (. - law 77, IY4"x3" SDS WOOD (SCREWS @ 16" O.C. a IMAX - EQUALLY (SPACED & 3" FROM END OF LEDGER - LEDGER RECESSED I (USE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L --------------------------J MOMMMENNNEMIR 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 FROM TOP OF WALL STUDS w/ 1ST FI ROOF AND EXTERIOR TO BOTTOM OF SILL SHEATHING TOENAILS EACH SIDE PLATE ATTACH PER r ---------------------------I NAILING SCHEDULE NAILING SCHEDULE 2X8 #2 SYP CONT. W/ (2) 16d NAILS ROOF SHEATHING — ISIMPSON H2.5A EA. NAILS. ATTACH NAILS ATTACH PER NAILING FRUSS i SCHEDULE SIMPSON CS18 F O.C. MAX. (INSTALL (4) PRE-ENGINEERED — NAILS AT EA. SIDE OF PLYWOOD FLOORING — TRUSS PER PLAN SEE FLOOR FRAMING MIN. 2x6 #2 SYP CONT. (2) 2x TOP PLATE IF 2 -PLY TRUSS LEDGER W/ (2) Y4"x3-1/2" SIMPSON LUS26-2 SEE PLAN FOR SDS WOOD SCREWS @ r _ - - - - - - 2x4 SYP#2 BLOCKING 16" O.C. MAX. & 3" 8" CMU WALL, TYP. STUDS TO ALIGP A_ FROM EA. END - USE STUDS ABOVE FRAMING PLAN FOR (3) SCREWS FOR 24" I SIMPSON LUS26. USE FECESS LEDGER INTO O.C. LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ PLAN FOR TRUSS TRUSS SHOP � , J WITH ROOF LOAD LRAWINGS - - - - - - - - 2x8 SYP #2 LEDGER W/ 2x LEDGER TO UPPER MIN. (4) 16d NAILS TO FLOOR WALL W/ CMU WALL PER PLAN EACH STUD (AT EACH OPT. TRUSSRECESS LEDGER SIDE OF G.T. USE (4) SDS SCREW @ 16" O.C. 16d NAILS) SEE 2NE I ------------------------------I WALL SE I n IADDITIO INFORM SIMPSON H2.5 TRUSS TO LEDGER I 'MIN. 2x6 #2 SYP CONTLEDGER w/ (2) (. - law 77, IY4"x3" SDS WOOD (SCREWS @ 16" O.C. a IMAX - EQUALLY (SPACED & 3" FROM END OF LEDGER - LEDGER RECESSED I (USE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS L --------------------------J MOMMMENNNEMIR 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 FI ROOF AND EXTERIOR STUDS SHEATHING TOENAILS EACH SIDE ATTACHED PER (2) 2x SPF#2 BA; NAILING SCHEDULE PLATE. ATTACH 2X8 #2 SYP CONT. W/ (2) 16d NAILS LEDGER W/ (4) 16d TRUSS, THEN A - 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 SIMPSON LUS26-2 SEE PLAN FOR TRUSS TO LEDGER BEARING WALL 2x4 SYP#2 BLOCKING REQUIREMENTS 8" CMU WALL, TYP. STUDS TO ALIGP SEE FLOOR STUDS ABOVE FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION FLOOR GIRDER SEE AND DIRECTION FZ SECTION @ 2 -STORY BRIG. 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END MASONRY WALL PER PLAN SECTION @ OPEN TO ABOVE 12 PER PLAN (2) 2x TOP PLATE (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS O.H. PER ELEV. EXT. SHEATHING ATTACH PER NAILING SCHEDULE2x4 WINDOW SEE PLAN SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE FOR LOCATION 2x BLOCKING w/ (2) 12d - SIMPSON H10A @ TOENAILS EACH SIDE EACH DIAGONAL IF WALL SHEATHING IS STOPPED BELOW EXT. SHEATHING FROM ROOF LINE TOP OF WALL TO DBL BOTTOM PLATE. IF 2x BASE PLATE W/ 12d - SHEATHING IS NOT @ 24" O.C. TO FLOOR CONT. ADD BLOCKING SYSTEM BELOW @ SHEATHING SPLICE END LENGTHS & 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 SCHEDULE E LAN 2x4 SYP#2 BLOCKING RUSS DIREC W/ (2) 10d TOE NAILS &MORE INFO LOW ROOF TRUSS W/ 12" O.C., STAGGER 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION FLOOR GIRDER SEE O.S.B. TO OVERLAP PLAN FOR ATTACH EACH TRUSS CONNECTION TO BEARING WALL WITH ROOF LOAD O.H. PER ELEV. EXT. SHEATHING ATTACH PER NAILING SCHEDULE2x4 2x4 NAILER W/ (2) 16d NAILS @ 16" O.C. STUDS @ 16" O.C. 1/2" GYP. BOARD SHEATHING CONT. TO 2nd STORY WALL BOTTOM PLATE ATTACH PER NAILING SCHEDULE SIMPSON H10A @ I EACH DIAGONAL BRACE SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD ABOVE )i TO STUD BELOW W/ 11" FOR MORE INFO END LENGTHS & I (18)-18d NAILS \ 2x BOTTOM PLATE, ATTACH TO DOUBLE TOP PLATE W/ (2) 1/4" x STUD U.N.O. 4-1/2" SDS SCREWS @ STA30 HEADER 12" O.C., STAGGER ROWS 6" IF SHEATHING IS NOT O.S.B. TO OVERLAP CONTINUOUS TO BASE 2x BEARING WALL BOTTOM PLATE 1-1/4" PLATE, SP8 TOP AND WITH ROOF LOAD (MIN.) BOTTOM ARE REQ'D REFER TO BEARING 2x LEDGER TO UPPER WALL SCHEDULE FOR FLOOR WALL W/ CMU WALL PER PLAN STUD BASE 1/4" X 3-1/2" SIMPSON SIMPSON CS18 CONNECTION & SDS SCREW @ 16" O.C. BOTTOM PLATE (2) 2x4 TOP PLATE STUDS ABOVE TO ANCHORS SIMPSON CS18 F1 BRACING 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT USING SIMPSON H10A FOR TRUSS LOCATION U.N.O. ON FRAMING & CONNECTION INFO PLANS fiFl TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 3/4"=1'-0" (212x SPF TOP PLATES U.N.O. I (2) 2x HEADER SEE FLOOR PLAN )i FOR MORE INFO I \ \ SP47OP OF EA. STUD U.N.O. STA30 HEADER SIMPSON CS18 TO BUILT UP STUD \ I STUDS ABOVE ARE L_--- STUDS BELOW --- - A-- --- SIMPSON CS18 SEE TRUSS LAYOUT USING SIMPSON H10A FOR TRUSS LOCATION U.N.O. ON FRAMING & CONNECTION INFO PLANS fiFl TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=1'-0" 3/4"=1'-0" (212x SPF TOP vc�. rv�ivv.rvR FTG. v. REQ. 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH A WALL & WALL OPENINGS @ 32"o.c. O 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 F1 2 STORY INTERIOR BEARING WALL STRAPS TOP &� BOTTOM OF EA. STUD F ER 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 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 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 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. CL' M �2LLZ®I- ��cvOli � O z Z 3� W Z CO = LLJ = O O�F- -®�f~-LLQ O~ wCD z1 Q-0-0 Z Z w O LLI Z = ~®- m< wQ 0�?-�-W =~LLL U) � Z x LL - 1 - w _0 _ C( � W LL CV 17- U) LL 0 O L- Q ��A1i�18EI3iA�p�B �� ® 0)\w1 ®y e( as®aaooaa®o w �f ��® 000 �v s� a0��11j O O Z m: 0. Z U °©o 2 CO'sm W Q w ®�®'11111111i�� '`, � U_ _ m w p O U U Z W o I- Q m Q p O IL w LL O 07 Z O Z 0 > O a 0- w O W Q I— U) w O U > 0 LL] < cr_ M w � U o U, H < LL o O z z =n F > w z tr IL w CD LLQ06 0)c co Hri ��o 9q.S/ Q Z _ C11'_1 •- rn < z U�>Mco= U 00 Lu Z Qoo0Q"' P: 3: z U o QaQa3 3 j W�0� M W H U_Uo = z U z < Z N o0 M ;® Q < LL z > � w w U) 0- LL J z ow r w Q � or 0 0 J ® w LLJ w0Z0 Lu zet a, 11.1 t U)f"W�ZIII �!w�w0 o> 00 o �< 0w� ® w LlN "® z c� U) w STRUCTURAL ENG: RMG U DRAFTING: w -STRUCT: MB U QC CHECK: CC JOB No. DWH-0205548 U) - -- --- - - -- - SCALE: AS INDICATED Z DATE: 07-05-18 w 0 U) w T_ Eff * " ih u" 5 I'_ CD r=-1 t�9 S s s f PLATES U.N.O. I (2) 2x HEADER SEE FLOOR PLAN )i FOR MORE INFO SP47OP OF EA. STUD U.N.O. STA30 HEADER SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE STUDS BELOW TO ALIGN W/ STUDS SIMPSON CS18 BELOW STUDS ABOVE TO SIMPSON CS18 STUDS BELOW STUDS ABOVE TO U.N.O. HEADER BELOW o a B o a o a o 2x SPF BASE PLATE PROVIDE SOLID BLOCKING --\PRE-ENGINEERED (THIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM 0 0 (2) 2x SPF TOP d PLATES U.N.O. o d o (2) 2x HEADER SEE FLOOR PLAN SIMPSON CS18 FOR MORE INFO STUDS ABOVE 1 2x STUDS SEE PLAN STUDS BELOW STUDS ABOVE ARE TO ALIGN W/ STUDS a -LSTA30 0 BELOW HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO1111111114, AL A IL vc�. rv�ivv.rvR FTG. v. REQ. 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH A WALL & WALL OPENINGS @ 32"o.c. O 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 F1 2 STORY INTERIOR BEARING WALL STRAPS TOP &� BOTTOM OF EA. STUD F ER 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 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 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 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. CL' M �2LLZ®I- ��cvOli � O z Z 3� W Z CO = LLJ = O O�F- -®�f~-LLQ O~ wCD z1 Q-0-0 Z Z w O LLI Z = ~®- m< wQ 0�?-�-W =~LLL U) � Z x LL - 1 - w _0 _ C( � W LL CV 17- U) LL 0 O L- Q ��A1i�18EI3iA�p�B �� ® 0)\w1 ®y e( as®aaooaa®o w �f ��® 000 �v s� a0��11j O O Z m: 0. Z U °©o 2 CO'sm W Q w ®�®'11111111i�� '`, � U_ _ m w p O U U Z W o I- Q m Q p O IL w LL O 07 Z O Z 0 > O a 0- w O W Q I— U) w O U > 0 LL] < cr_ M w � U o U, H < LL o O z z =n F > w z tr IL w CD LLQ06 0)c co Hri ��o 9q.S/ Q Z _ C11'_1 •- rn < z U�>Mco= U 00 Lu Z Qoo0Q"' P: 3: z U o QaQa3 3 j W�0� M W H U_Uo = z U z < Z N o0 M ;® Q < LL z > � w w U) 0- LL J z ow r w Q � or 0 0 J ® w LLJ w0Z0 Lu zet a, 11.1 t U)f"W�ZIII �!w�w0 o> 00 o �< 0w� ® w LlN "® z c� U) w STRUCTURAL ENG: RMG U DRAFTING: w -STRUCT: MB U QC CHECK: CC JOB No. DWH-0205548 U) - -- --- - - -- - SCALE: AS INDICATED Z DATE: 07-05-18 w 0 U) w T_ Eff * " ih u" 5 I'_ CD r=-1 t�9 S s s f 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 z REQUIREMENT AT LANDING SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. HEADER 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 UkIMILISK110IN'TilayKa"I NOM 01himm 1-91 ONO I WMAN IN N 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 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: o HU210-2/HUC210-2 W/ `r (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER z� STANDARD (3) 2X12 SYP #2 STRINGERS W/ B IF 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 STANDARD (3) 2X12 BEAM (#2 SYP) SYP #2 STRINGERS W/ MIN. (2) 2x12 SYP#2 HEADER SIMPSON A34 CLIP TO ATTACHING TO MASONRY FLOOR SYSTEM/ MIN. 2x8 SYP#2 JOISTS LANDING FRAMING AT LANDING SCHEDULE @ END TYP FOR EACH STAIR NAILS @ 16" O.C. MAX. TO EACH RUN �— LINE UP 2xJOIST IN TO CONNECT TO. HEADER TO LINE WITH MIDDLE @ 16" O.C. AND 4" FROM ENDS 2x12 STRINGER TO BE EACH SIDE UTILIZED AS BLOCKING �— SEE PLAN FOR MIN. (3) 2x4 SYP #2 MASONRY WALL OR COLUMN WOOD WALL TOENAILS EACH END MIN. 2x8 SYP#2 JOISTS @ 2x P.T. BOTTOM PLATE LANDING @ 16"O.C. W/ O SIMPSON A35 OR LUS26 J HANGER ON EACH SIDE C? HEIGHT OF LANDING 3: PER FLOOR PLAN 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 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: o HU210-2/HUC210-2 W/ `r (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER z� STANDARD (3) 2X12 SYP #2 STRINGERS W/ B IF 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 COLUMN BELOW OR OPTIONAL 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 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" X A A A34 @ EA. STRINGER TO LANDING SEE DESIGN PLAN FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH 6" MIN. r0 FASTEN EACH 2X12 STRINGER TO DBL. 2) HEADER W/ (3) 12d Ni ALONG WITH A34's MIN. (3) 2x SYP #2 ST( REQ'D @ END OF LAN HEADER W/ MIN. (6) 1: NAILS FROM (2)2x12 HEADER TO BUILT OF STUD COLUMN 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) MIN. 2x8 SYP#2 LEDGER (P.T. IF MIN. (2) 2x12 SYP#2 HEADER 12 -0 OR LESS ATTACHING TO MASONRY PER HEADER REQUIREMENT MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d AT LANDING SCHEDULE @ END @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH OF LANDING FOR STRINGERS W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS TO CONNECT TO. HEADER TO LUS26 HANGER ON @ 16" O.C. AND 4" FROM ENDS BEAR DIRECTLY ON BUILT UP EACH SIDE MAX. FOR MASONRY WALL) COLUMN BELOW OR OPTIONAL 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 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" X A A A34 @ EA. STRINGER TO LANDING SEE DESIGN PLAN FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH 6" MIN. r0 FASTEN EACH 2X12 STRINGER TO DBL. 2) HEADER W/ (3) 12d Ni ALONG WITH A34's MIN. (3) 2x SYP #2 ST( REQ'D @ END OF LAN HEADER W/ MIN. (6) 1: NAILS FROM (2)2x12 HEADER TO BUILT OF STUD COLUMN 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 (2) 2x12 2x8 7 -0 12'-0" OR LESS (3) 2x12 2x8 9'-0" 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. (2) 2x12 SYP#2 MIN. 2x8 SYP#2 LEDGER (P.T. IF I I I HEADER PER HEADER ATTACHING TO MASONRY III REQUIREMENT AT WALL) CONT. LEDGER w/ (3) 16d LANDING SCHEDULE @ NAILS @ 16" O.C. MAX. TO EACH END OF LANDING FOR STUD. ((2) 1/4"x3-1/4" TAPCONS I I I I STRINGERS TO @ 16" O.C. AND 4" FROM ENDS I I I I I I I I CONNECT TO. HEADER MAX. FOR MASONRY WALL) I I I I TO BEAR DIRECTLY ON o I I I BUILT UP COLUMN III BELOW OR OPTIONAL WOOD OR MASONRY ATTACHMENT PER B -B WALL SEE PLAN FOR :52; MORE INFO MIN. (3) 2x4 SYP #2 = (_ COLUMN MIN. 2x8 SYP#2 JOISTS TOENAILS EACH END @ LANDING @ 16"O.C. 2x P.T. BOTTOM PLATE W/ SIMPSON A35 OR O LUS26 HANGER ON J EACH SIDE HEIGHT OF LANDING 3: PER FLOOR PLAN 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 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 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL 101 A -A PLAN VIEW SECTION X -X 4'-0" MAX. LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING B OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO 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) 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 #2 SPF STUDS @ 24 O.C. 2x4 SILL PLATE W/ (2; 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. @ ANY OPENING 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 �L— ATTACH 2x6 VERTIC 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES TO TRUSS (3) %4" W a C L S SDS WOOD SCREW, N.T.S. EQUALLY SPACED/CENTEREE O TRUSS TO OUTSIDE ATTACH TOP PLATE TO MID SPAN BLOCKING STUDS W/ (2) 16d TOE 32 , o NAILS TO MATCH JOIST SEE ARCH PLAN W (ATTACH TOP PLATE :52; DEPTH W/ (3) 10d 0 = (_ z TOENAILS EACH END L° LU O 2x4 #2 SPF STUDS @ J ❑ O STUD TO BE 3: ATTACHED TO TRUSS U BELOW (OTHERWISE ATTACH W/ (2) 12d ❑ O SEE PLAN FOR 2x4 SILL PLATE W/ (2) z 16d TOE NAIL EA. 3: MASONRY WALL OR MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. I 0 1 o FLOOR SHEATHING WOOD WALL FRAMED OVEk LANDING IF STEP REQUIRED MID Z ATTACH 2x4 TO TRUSS w W/ (2) %4"x3" SDS LANDING. TOENAIL 2X SLEEPER TO SOLID Q I U. SPACED & CENTERED 0� BLOCKING BELOW W/ 12d NAILS @ 8" O.C. ❑ U D c� 3 J Q a - z w W 3/4"'LYWOOD OR OSB SHEATHING OVER o w W LANDING ATTACHED PER THE FLOOR FRAMING W g NOTES I=- 0 z MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. p - FRAMED OVER LANDING IF STEP REQUIRED MID z o QLANDING. 11 TOENAIL 2X SLEEPER TO SOLID 1Z O Q BLOCKING BELOW W/ 12d NAILS @ 8" O.C. LD C� 0 MIN. 2X8 SYP #2 JOISTS @ LANDING U LL 0 0 @ 16" O.C. W/ SIMPSON A35 OR W LUS26 HANGER ON EACH SIDE TYP. w U P z MID SPAN BLOCKING TO MATCH 0 JOIST DEPTH W/ (3) 10d TOENAILS Q U o z ° EACH END = OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO 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) 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED SEE ARCH PLAN MAX. 4'-0" ABOVE FLOC 2x4 #2 SPF STUDS @ 24 O.C. 2x4 SILL PLATE W/ (2; 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATION NOTCH SILL PLATE FOR VERTICAL 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. @ ANY OPENING 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 �L— ATTACH 2x6 VERTIC U TO TRUSS (3) %4" DOUBLE TRUSS PARALLEL TO FLOOR S SDS WOOD SCREW, N.T.S. EQUALLY SPACED/CENTEREE 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE 32 , NAILS ❑I' W SEE ARCH PLAN O (ATTACH TOP PLATE :52; MAX. 4'-0" ABOVE 2x4 #2 SPF STUDS 24" O.C. W/ (2) 12d TOENAILS BOTTOM NOTCH SILL AND PLYWOOD FLOORI TO ALLOW VERTIC TO SLIDE DOWN T( FACE OF TRUSS ATTACH 2x6 VERTU TO TRUSS W/ (3) %4' SDS WOOD SCREVI EQUALLY SPACED/CENTERS'_ ... TRUSS TO OUTSIDE FACE OF TRUSS RUSS PARALLEL TO FLOOR 2x4 SILL PLATE W/ (: 10d NAILS @ 4" O.C. (NOTCHED @ 2x6 VERTICAL LOCATIO 2x6 VERTICAL AND L -BRACE @ 6'-0" O.( @ ANY OPENING TRUSS SEE PLAN W W O U ❑ z M W W a Q U UL O U) z O_ (n > O W a. Ili U I- U) Q co Z O Q O W GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF x AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND � TABLE R301.5 (FBC 61TH EDITION) W PERPENDICULAR TO FLOOR _ pry® ® �+�+ SINGLE T STAiR FRAMING INFO SCALE: 3/4 -1-0 FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. ��ojl�l9i91�3/®� LLI 00 U LL z J w ao Z=1 00 �i11°0��csanc O �� oo J LL U Q z ❑I' W 2x4 CONT. TOP PLATE O (ATTACH TOP PLATE :52; TO STUDS W/ (2) 16d 0 TOE NAILS z ❑ Q O 2x4 #2 SPF STUDS @ J 24" O.C. EVERY OTHER STUD TO BE 3: ATTACHED TO TRUSS W BELOW (OTHERWISE ATTACH W/ (2) 12d ❑ TOENAILS @ BOTTOM) 07 2x4 SILL PLATE W/ (2) F- 16d TOE NAIL EA. 3: CONT. BRACE & 10d O NAILS @ 4" O.C. TO ❑ FLOOR SHEATHING W z O ATTACH 2x4 TO TRUSS w W/ (2) %4"x3" SDS 0 SCREWS EQUALLY u) SPACED & CENTERED 0� IN TRUSS U D I— (n J Q F - z W ❑ U) W _ pry® ® �+�+ SINGLE T STAiR FRAMING INFO SCALE: 3/4 -1-0 FLOOR TRUSSES SCALE: 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. ��ojl�l9i91�3/®� LLI 00 LL J w ao Z=1 00 �i11°0��csanc - Q O �� oo J LL JJ Y 11 U ° o z ° U L1� _ z baa J z� a°m Z U) C� Lu J " J rn 06 W Oz 8 < U (nn ~ v <z rn 6 co U O Uj C)O L J J c 7 mLL Sn ILLI ®I (n 0_❑i O U Z) <j (n W z Z=� W Z E 1--f 117% Q LL < 3 F.�O ILLI Q ��Ln CO Z O U o O m h Z N O LIG. W ULz Lu Uj 't U 11 n C) W a �e M LW ~ 0 I� z CL W ® W {� 00 wo 0Y < 0 00 CL d° N STRUCTURAL ENG: RMG DRAFTING: -STRUCT:_ MB QC CHECK: CC JOB No. DWH-0205548 SCALE: AS INDICATED DATE: 07-05-18 ST1 S