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2940 Gipper Cir 18-3053 (a)GENERAL NOTES FOUNDATIONS ■ SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MEANS AND METHODS STRUCTURAL STEEL MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE BEARING CAPACITY 2000 PSF CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, rDavid Weekle Homes TERMITE TREATMENT ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' " 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) REQUIREMENTS. IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" STATIONS, UNDER STAIR PROTECTION DIA TO BE A307 THREADED ROD & CONFO TO R EADA N M D I N T 17 1 DD CAST IN PLACE CONCRETE RM A36 OR A307 ANCHOR BOLTS SHALL 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 / M 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF _' • SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE ` /\ 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, (12.7MM) GYPSUM BOARD. PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL 2940 GIPPER CIRCLE 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD BE 3/s' UNO. O ASTM A-615 GRADE 40 MIN. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6X6xW1.4xW1.4 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIALSANFORD FL, 32773 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST.ONE CROSS WIRE WITHIN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES SIZES, SPACING, &LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BEA 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED - REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND MINIMUM G50 ZINC COATING BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE < PROTECTION. MODEL 7413 D ELEV, B �- "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATEZ `%111111111/11 M 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY o `�� * ��/�� d BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF�� •••.....•�J�j�j� �i_ 00 AT EACH END SHALL BE PROVIDED. PRESERVATIVE WOOD TREATER. PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. GARAGE - NORTH Wz ��••.•' '•.••th�� Y o °O 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES Q; � M U- b'; t1� -1 Z N . 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ti Z r O O _ CENTER TO UPPER 1/3 OF THE SLAB. ASTM F1667 LL1 C1 U BOLTS AND THREADED RODS �U O H •��LLI Q Z 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA: TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 WALLS, SHEAR WALLS, AND MISC. MEMEBERS (LFOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. E. BLOCKING OR GABLE END BRACING) -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING SHALL BE SPF#2 OR BETTER U.N.O.: PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WAN TRUSS SPAN OR PER TRUSS (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6' MIN PAST BOTTOM CHORD. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63): - AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING.. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. BY OTHERS. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING CENTER OF THE STUDUP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL . ' HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. HSS2 STUD SHOES, TYP U.N.O. FIELD REPAIR NOTES 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING - AWPA U1 STANDARD. BEND). 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 2. STRAPS/CONNECTOR SUBSTITUTION MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT WOODEN TOP PLATES. & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION ENGINEERED LUMBER 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 4. METAL STUD SUBSTITUTION 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 5. OMITTED J -BOLT 3. ALL ENGINEERED LUMBER IS -TO HAVE THE MINIMUM DESIGN -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. VALUES AS FOLLOWS: -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" COLUMNS BEAMS STUD J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS E = 1,700,000 IbAn' U.N.O. E = 2,000,000 IbAn2 U.N.O. E = 1,500,000 Wine U.N.O. 6. MORTAR JOINTS Fb = 2650 Fb = 3000 Fb = 2200 -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) Ft = 1650 Ft = 1700 Ft = 1500 -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. Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) Fc j = 450 Fc j = 900 Fc j = 450 COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES, Fv = 285 Fv = 285 Fv = 150 THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. CONDITION U.N.O. 7. OVERHANGING CMU WALL CEILING CONSTRUCTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. CELLS PER PLAN. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES LIVING SPACE IS ABOVE THE GARAGE. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. DESIGN PRESSURES. WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 EFFECTIVE WIND PRESSURE & SUCTION WIND (PSF) AREA (SQ FT) N VALUE DENOTES PRESSURE H VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 -) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 s 4 4 aI 55 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 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. ER DATE $ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS .AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 6v1LDING, SANFORD P"-, RTr',�'� #18-3053 PREFABRICATED WOOD TRUSSES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. AND STRUCTURAL PLANS FOR MORE INFO. MASONRY WALL CONSTRUCTION 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY PSI (fm = 1900 PSI) TRUSS ENGINEER OF RECORD 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". LATEST EDITION OF ANSI TPI 1. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. MANUFACTURER UNLESS NOTED ON PLANS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, ,BUT SHALL BE DESIGNED BY PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TRUSS DESIGN LOADS WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE TOP CHORD: Lr = 16 PSF FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR DL = 7 PSF (SHINGLE TYPE ROOF COVER) POSITIONERS IN MIDDLE OF WALL DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. DL = 14 PSF (TRUSS OVERBUILD) 8. HOOKS AT THE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BOTTOM CHORD: DL = 5 PSF COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND MINIMUM FLOOR DESIGN LIVE LOADS: 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED A) FLOORS = 40 PSF B) BALCONIES =60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. C) DECKS = 40 PSF D) STAIRS = 40 PSF 10. MASONRY ROUGH OPENING TOLERANCES -1/4" TO + 1/2" E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL MINIMUM FLOOR DESIGN_ DEAD LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO A) FLOORS = 15 PSF B)BALCONIES = 15 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. GENERAL LOADING 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ATTIC WITHOUT STORAGE= 10 PSF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ATTIC WITH LIMITED STORAGE = 20 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO GUARDRAILS / HANDRAILS = 200 LB POINT LOAD 150 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS RECORD COPY EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS CONSOLIDATION. -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA WOOD CONSTRUCTION RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 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 REVIEWED FOR CODE COMPLIANCE 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY "No.1/No.2" EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 171' GRADED BY NLGA, OR BETTER. 12d TOENAILS EACH END PLANS EXAMIN 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA: TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-63 SECTIONS 1, 2 AND 3 WALLS, SHEAR WALLS, AND MISC. MEMEBERS (LFOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. E. BLOCKING OR GABLE END BRACING) -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING SHALL BE SPF#2 OR BETTER U.N.O.: PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX WAN TRUSS SPAN OR PER TRUSS (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24") PLUS 6' MIN PAST BOTTOM CHORD. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. AS INDICATED ON TRUSS SHOP DRAWINGS &BCSI-B3. ("T" BRACING MAY BE USED I.L.O. SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-63): - AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'D. EXT: SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING.. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. BY OTHERS. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING CENTER OF THE STUDUP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL . ' HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. HSS2 STUD SHOES, TYP U.N.O. FIELD REPAIR NOTES 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING - AWPA U1 STANDARD. BEND). 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR 2. STRAPS/CONNECTOR SUBSTITUTION MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT MAY SUB STRAPS/CONNECTORS w/ STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT WOODEN TOP PLATES. & LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION ENGINEERED LUMBER 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 4. METAL STUD SUBSTITUTION 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 5. OMITTED J -BOLT 3. ALL ENGINEERED LUMBER IS -TO HAVE THE MINIMUM DESIGN -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. VALUES AS FOLLOWS: -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" COLUMNS BEAMS STUD J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS E = 1,700,000 IbAn' U.N.O. E = 2,000,000 IbAn2 U.N.O. E = 1,500,000 Wine U.N.O. 6. MORTAR JOINTS Fb = 2650 Fb = 3000 Fb = 2200 -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) Ft = 1650 Ft = 1700 Ft = 1500 -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. Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) Fc j = 450 Fc j = 900 Fc j = 450 COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES, Fv = 285 Fv = 285 Fv = 150 THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. CONDITION U.N.O. 7. OVERHANGING CMU WALL CEILING CONSTRUCTION -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. CELLS PER PLAN. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES LIVING SPACE IS ABOVE THE GARAGE. IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. DESIGN PRESSURES. WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 EFFECTIVE WIND PRESSURE & SUCTION WIND (PSF) AREA (SQ FT) N VALUE DENOTES PRESSURE H VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 -) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 s 4 4 aI 55 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 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. ER DATE $ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS .AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 6v1LDING, SANFORD P"-, RTr',�'� #18-3053 INDEX OF DRAWINGS MB SHEET CC SHEET TITLE DWH-0205485 S1 AS INDICATED STRUCTURAL NOTES & COVER 06-20-18 PHS S . 1_ UPDATES FS -1 FORMS SET PLAN TB -1 TIE BEAM PLAN PLN -1 FIRST FLOOR PLAN PLN -2 SECOND FLOOR PLAN D ELEA FIRST FLOOR UTILITY PLAN ELE-2 SECOND FLOOR UTILITY PLAN INT -1 Z INTERIOR DETAILS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTIONS O ELVA FRONT & REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN S2 FOUNDATION PLAN -- S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION- DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 - GENERAL DETAILS SD3 GENERAL DETAILS W SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 DESIGN PRESSURES. WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 EFFECTIVE WIND PRESSURE & SUCTION WIND (PSF) AREA (SQ FT) N VALUE DENOTES PRESSURE H VALUE DENOTES SUCTION AREA O O 10 (+) 21.2 (+) 21.2 - 22.9 -) 28.3 20 (+) 20.2 (+) 20.2 (-) 22.0 - 26.4 50 (+) 19.0 (+) 19.0 (-) 20.8 (-) 23.9 100 (+) 18.0 (+) 18.0 (- 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x7'-0" (+) 18.4 + (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 s 4 4 aI 55 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 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. ER DATE $ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS .AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 6v1LDING, SANFORD P"-, RTr',�'� #18-3053 INDEX OF DRAWINGS MB SHEET CC SHEET TITLE DWH-0205485 S1 AS INDICATED STRUCTURAL NOTES & COVER 06-20-18 PHS S . 1_ UPDATES FS -1 FORMS SET PLAN TB -1 TIE BEAM PLAN PLN -1 FIRST FLOOR PLAN PLN -2 SECOND FLOOR PLAN D ELEA FIRST FLOOR UTILITY PLAN ELE-2 SECOND FLOOR UTILITY PLAN INT -1 Z INTERIOR DETAILS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTIONS O ELVA FRONT & REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN S2 FOUNDATION PLAN -- S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION- DETAILS S4 ER DATE $ANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS .AUTHORITY TO VIOLATE. CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION TEST REQUIRED Results to be Verified at Slab Inspection 6v1LDING, SANFORD P"-, RTr',�'� #18-3053 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. An duplication, or transfer of these Y use p documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Z v) t� .' 0 z LL to LLI ��llllll 11 LL c U, LL L F_ J a F_ z w 0 W LU F_ INDEX OF DRAWINGS MB SHEET CC SHEET TITLE DWH-0205485 S1 AS INDICATED STRUCTURAL NOTES & COVER 06-20-18 PHS S . 1_ UPDATES FS -1 FORMS SET PLAN TB -1 TIE BEAM PLAN PLN -1 FIRST FLOOR PLAN PLN -2 SECOND FLOOR PLAN D ELEA FIRST FLOOR UTILITY PLAN ELE-2 SECOND FLOOR UTILITY PLAN INT -1 Z INTERIOR DETAILS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTIONS O ELVA FRONT & REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN S2 FOUNDATION PLAN -- S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION- DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 - GENERAL DETAILS SD3 GENERAL DETAILS W SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 j GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION 1NTIALS 1 9/6/2017 CREATED ELEV. A & B W/ OPTIONS FRENCH DOORS @ FAMILY & SUPER FAMILY ROOM DP 2 10/3/2017 UPDATED PORCHES TO BEAMS ILO LINTELS JW 3 12/15/2017 UPDATED EVANS SQUARE TO STEM WALL AND ADDED REAGAN POINTE VERSION (ACCU-SPAN) JW 4 2/28/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TH EDITION (2017) RESIDENTIAL DJ 5 5/29/2018 ADDED REAGAN POINT ELEV A W/ SUPER FAMILY PER RPT -25 (ACCU-SPAN) EA 6 6/21/2018 EVANS SQUARE & REAGAN POINTE, UPDATED WINDOWS AT LOFT 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. An duplication, or transfer of these Y use p documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. Z v) t� .' 0 z LL to LLI ��llllll 11 LL c U, LL L F_ J a F_ z w 0 W LU F_ STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205485 SCALE: AS INDICATED DATE: 06-20-18 S . 1_ D Z O W O W U U) d W ' O U o � z z z° am w LU U, < > U 0 Ow J O� U °tS W Z 5 ,0 , E - Z 0z jLLL'�_ USS P ° C C w -� C/)X o r o 3 QOO<v co Z Z?�LuZ o 0aLLWY= U � 0 [L c� LUit w rn W Lo V o a: ZO W O N M _O F.. J QLL > p J LU O0 o m M P W 11 O I- _j >-O JV Z V YM LU -w T -I- W ~ 0. a 1 � ..ZCL LU 13 cr_QOW� N- STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205485 SCALE: AS INDICATED DATE: 06-20-18 S . 1_ ARCHIVE PLAN REVISIONS # 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. � y E c E_ -a 4� 0° J y O C-0 y N•= �d C y 7.2 O r E .c co-w = E0 4--0 A d = i y 0 O Y C V_— � Gy O C O O _ C - �' � �` ��• •moi/� N Q•�CD LL 6;2 2 R -, 6 - *Ole 00 � J L ° �Oy .O � ° N � y E c E_ -a 4� 0° J y O C-0 y N•= �d C y 7.2 O r E .c co-w = E0 4--0 A d = i y 0 O Y C V_— � Gy O C O O 41 E y` v y iw O �j v C @ wo ,aw 3 4) E 0 Rf L F- ytmmEcyaH � J co �Oy r � Z� ACE 4� A NORTH 7413-B PHS CORALBELL ORLANDO Ong nit FORM SET PLAN N �� •�C/� U - A., cc. 7Q �Il �J C r- i O II � N d~ N d Q cE 2v�_ E p 0 0 V 4� W-0 0 C a N y •_ �, d 4� o •U t c c E 4)-�d3 _ _Eo0 as y3Nc0c_ N= Ox �0 = 00p.Y 0=V= p O H v m N m _O O i+ to Gi CL r1 ai - d V E C E H O O' O > _ m 0 Lam+ a L Q 7 V lC y .F F- U) co m m 0 �Il �J r- 00 II � LO 4� 4� Q C� NORTH 7413-B FS -1 CORALBELL ORLANDO PER ENGINEER 9-4 TOM CD c �i Ud 00 � � ''ate � . •. N !Z �t O O w L L uj U- ?ip > v E //ltllllll� PER ENGINEER 9-4 TOM NORTH 7413-B TB -1 CORALBELL ORLANDO CD c �i r- i O .O D L L C E > v E 5 .Jc 0N��,a� O v 4� O E y = cdEm �+13 C�3L, V3 O C A a co ; Y O � C O O O Y o = O O N E 0 td N m _O N L N"04) d L L ��=NcoQ'O > o Q,0 L v �O, >,. �C 10 N +2 I: m m �C W NORTH 7413-B TB -1 CORALBELL ORLANDO CD J �i r- 00 LO 5 4� 4� A a co 0o NORTH 7413-B TB -1 CORALBELL ORLANDO 8-4 PER 1 2 3 4 5 6 i 8 j 9 ;10,11,12,13,14;1 16,17 2X6 WALL b _ COMM. i i i a SLOPE � i � 1 � b b FLORIDA Core Plan Notes 1/3/18 -= - - � , 2 6 WAL 36 HISH AN IL i i 5� SF ELgES 1 2-88-0 N �t * ALL BEDROOM WINDOWS TO MEET EGRESS HC)L)c * EQUAL SASH WINDOWS PER COMMUNITY SPECS. ❑ p ENTRY STORAGE 12' -10" 3' - 4" 3' - 0" 40 bo r R UNDER STAIRS "KITCHEN APPLIANCES PER COMMUNITY SPECS. bo to HC N * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3/4" HIGH wo _3 Z 0 1952 Oz ED 1ST FLOOR W � O �-- 2 CAR TOTAL SLAB Z (0 LL ._ 06 W CO U) W p Q E �''0 .G E JCC/)' M 0 c d C 0 Q W W W � 0 E * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS o 0 0=°=3E J 3-08-0 A Q 0 � GARAGE 'm Y +r 0 c L c 0 0 0'd 0 :r '0 = 0 � y E 0 m 0 * MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE y 0 = Z 0 L c ^ 1 2' -10" .2 E -S m � li>L+r m �. m STEEL DOOR BETWEEN GARAGE & LIVING SPACE. 4'-4" 6'-4" * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS p - bo ARE ABOVE. � �Z * 112" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. to N 9-4 SOFFIT OR * 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 I w 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 UJ 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 00 _ 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 b N 16-0 7-0 GARAGE DOOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * 2.. 20" 16' - 0" 20" TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD 12" 51-411 4'-2.1 6'-6" 19'-4" * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 301-011 FIRST FLOOR NOTE: ALL BEDROOM WINDOWS TO MEET EMERGENCY EGRESS CODE 1,,—AA VJ wo _3 Z 0 1952 Oz c 1ST FLOOR W � O �-- 0I TOTAL SLAB Z (0 LL ._ 06 W CO U) W p Q E �''0 .G E JCC/)' M 0 c d C 0 Q W W W � 0 E W o 0 1,,—AA VJ FT. _3 Z 0 1952 H CL 0 c 1ST FLOOR a 2ND FLOOR 1220 SLAB m PLANS FT. OTAL LIVING I 1952 LIVING c 1ST FLOOR 732 2ND FLOOR 1220 SLAB m TOTAL SLAB 1285 GARAGE 395 FRONT PORCH 88 REAR PORCH 70 Z 1� qqt � on [*,ON a N �O • W M c C r— i 0 z V m _ 0 �t t; . CL w LO N a � Q E �''0 .G E a M 0 c d C 0 J 0 c 0 L V W � N c M E N •�s � E*4 v 0=°=3E J w d A Q 0 � 'm Y +r 0 c L c 0 0 0'd 0 :r '0 = 0 � y E 0 m 0 y 0 = Z 0 L c .2 E -S m � li>L+r m �. m rte+ L Q 7 0 0 +�+ Z 1� qqt � on [*,ON a N �O • W M C r— o0 z V m _ 0 �t J U. CL w LO Z a Q � O 4� (� LL, 4� W Q �~ J A Q .. Z 1� qqt � on [*,ON a N �O • W M F. cq z V m _ 0 J U. CL w o Z a Q � O C.� (� LL, Qoz W Q N NORTH 7413-B PLN -1 CORALBELL ORLANDO 12'-2" 5'-10" 61-411 5-0 4-0 HS @7'-2" 30'-0" 5'-6" 12'-4" 01 3'-9" 4'-6" 4'-1"' (2)4-0 4-0 HS @T-2° TEMP �.cmn`\\\\ ��••..Hq••• v/�i/ /// � � � `vim �/•••• •••• .f� i N aNCr �� O �S J Lj=W ¢ O,:Z= Z Ul ��%- ~i 0` J ••a 04 . 5� �� 30"x60" J O r i O it 2 'a TUB &SHOWER � 0r0 N W vidCLes C E BEDRM 2 CL O O J N O O N C V -C4 = RETREAT E rzca�Eo O c� 2 0 ot5y.as3_ 0=032 A BATH 0C O O p Y 0=,O= O Ov O y y m O 3.1 4 C ,0 O N° y C 3 O :C d Q. (Da >,R 50 F- ya�coEcou, �-- _ 2-4 23 6 " - M � (2) 2-0N 4 Ep N N = , to ' --- to M —1R 1 S chi � 7'-10" 4'-4" T-4" 2'-2"7 io , EO N M — 6 �C32" B E D R M 32-8 cUT).Lb M 4'-10" 5'-611 � e. 'V' iv TFO b H R b I E 4 jc 42" GH GUARDRAIt, �� N. PER COMM. 4 5 6 7 3 � 10 11 1 13 14 15 16 17 (TYP.) 1 b 101- 411 2118" 6" 1I NE RAI7' 6" � bEd .- 2R2s , r --------------------T- I� I C? bo ao UTI HS CPT 21-01- I y; U) 21-211 i — — — VENT THR e. to " 4" � N � � i � ROOF 2-8 2'-8., Iia b 1 IRIS 5 SHELVES p `'� -0 CLG ao b60 U) 9-0 -- --- -- tv I 10-0 2-0 OWNER'S N V OWNERS Hs CPT I RETREAT BATH j 10-0 cLc. 3'-61/2.. rEO II' _ 91/2" 28" HIGH WALL _� W/ GLASS ABV. r 42"x42" S I 12#-0. 42"x60" TU ML----------- ---1 (TYP.) b 2-0 4-0 9H - /1 71 nll N b TEMP �.cmn`\\\\ ��••..Hq••• v/�i/ /// � � � `vim �/•••• •••• .f� i N aNCr �� O �S J Lj=W ¢ O,:Z= Z Ul ��%- ~i 0` J ••a 04 . 5� �� ti' r r O . m z 'd LT $ o uJ M F.N Z_ M _CEJ OWLL a' LLI Z c� c� u. Qoz w�a N NORTH 7413-B PLN -2 CORALBELL ORLANDO � J O r i O it 2 'a 0r0 N W vidCLes C E 2+.a .O E CL O O J N O O N C V E rzca�Eo O c� 2 0 ot5y.as3_ 0=032 A 0C O O p Y 0=,O= O Ov O y y m O 3.1 4 C ,0 O N° y C 3 O :C d Q. (Da >,R F- ya�coEcou, ti' r r O . m z 'd LT $ o uJ M F.N Z_ M _CEJ OWLL a' LLI Z c� c� u. Qoz w�a N NORTH 7413-B PLN -2 CORALBELL ORLANDO � J O r CO it r r � Ln A ti' r r O . m z 'd LT $ o uJ M F.N Z_ M _CEJ OWLL a' LLI Z c� c� u. Qoz w�a N NORTH 7413-B PLN -2 CORALBELL ORLANDO (2) # 2/0 XHHW ALUMINUM CONDUCTOimrhmw ($ (1) #XHHWALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD _ DOOR BELL z POWER COMPANY AMP (3 OR 4 WAY AS NOTED) I I PEDESTAL W GFI 120/240 VOLT 30 L L SURFACE MOUNTED LIGHT CHIMES ® 0 COMBO CIRCUITS MLO (WEATHER a = _ c O DISCONECT W J 1/2 6 HALF HOT OUTLET Q WALL MOUNTED LIGHT AND PANELBOARD Wl CIRCUIT BREAKERS _ E SERVICE BY 220V OUTLET METER CAN RECESS CAN LIGHT OTHERS AMP _ (36" A.F.F. @ UTILITY) NTS (2) # 2/0 XHHW = = O O 0 j O= -p= O GRND. OPTION 1: #4 BARE HOSE BIB ALUMINUM WIRES ♦ CU TO GROUND 8FT. VT Q (1) # XHHW GAS T GROUNDING RODS ALUMINUM WIRE CABLE TELEVISION 8 FT. APART ELECTRICAL RISER CW HW T NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS GRND. OPTION 2: FOOTER SHALL COMPLY W/ APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. FLORIDA General Electrical Notes fin rfo11fe * 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 3 / 2 BULB 12x48 - FEILILCM11", FIXTURE— ® / COMMUNITY FEATURES" / WP/GFI COACH LT. COACH PREWIRE @ ` " — _ _ — LT.PREWIRE @ 8" ABV.HDR.PER 8" ABV.HDR.PER COMM.SPEC. COMM.SPEC. o ($ 110V OUTLET STANDARD SWITCH _ DOOR BELL z d O 12"A.F.F. (U.N.O.) (3 OR 4 WAY AS NOTED) I I W GFI GROUND FAULT INTERRUPTOR PROOF AS NOTED) L L SURFACE MOUNTED LIGHT CHIMES ® DOOR BELL CHIMES C' _ E� (WEATHER a = _ c O J W J 1/2 6 HALF HOT OUTLET Q WALL MOUNTED LIGHT ELEC. C� PANELBOARD Wl CIRCUIT BREAKERS _ E �~ 220V OUTLET RECESS CAN LIGHT HB} >► _ (36" A.F.F. @ UTILITY) ® (EYEBALL AS NOTED) = = O O 0 j O= -p= O I HOSE BIB J ♦ PHONE LINE VT Q EXHAUST VENT GAS T GAS TAP TVI m CABLE TELEVISION SD ® SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW T COLD/HOT WATER SUPPLY O O _ d O L rLO L L M Q)i N d Q, _ E� E a = _ c O J 0 C O s = N m •_ _ E �~ J _ Eo�m3 >► _ U O Y Y ++ O =L = = O O 0 j O= -p= O d H v m N O O u ++ sy O _ F— d O0�=N�'U. Q� O - - - i L CL L I-- w 0 V i O m O .. z �, Z t -$ o IL N �O W M OJT, Fm N z- M J 0 LL CL W Z IL a�-o c� c�um Qoz W Q oC cr) cl N, NORTH 7413-B ELEml- CORALBELL ORLANDO O J W rLO LL �~ J A Q O m O .. z �, Z t -$ o IL N �O W M OJT, Fm N z- M J 0 LL CL W Z IL a�-o c� c�um Qoz W Q oC cr) cl N, NORTH 7413-B ELEml- CORALBELL ORLANDO 1 (2) # 2/0 XHHW ALUMINUM CONDUCTORS ($ (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD D DOOR BELL Z POWER COMPANY NEMA 3R 12"A.F.F. (U.N.O.) AMP (3 OR 4 WAY AS NOTED) I I PEDESTAL •� .� Qi L GFI ($ 120/240 VOLT 30 Ln SURFACE MOUNTED LIGHT CHIMES DOOR BELL CHIMES ol� COMBO CIRCUITS MLO J ® c DISCONECT 1 4$ HALF HOT OUTLET Q WALL MOUNTED LIGHT ELEC. 0 AND SERVICE BY ® METER CAN HBt OTHERS o— N 5 O �C AMP �� (36 A.F.F. @UTILITY) NTS I/- (2) # 2/0 XHHW I GRND. OPTION 1: #4 BARE J ALUMINUM WIRES > PHONE LINE CU TO GROUND 8FT. EXHAUST VENT (1) # XHHW GAS TAP GROUNDING RODS TV 1 m ALUMINUM WIRE SD ® 8 FT. APART ELECTRICAL RISER COLD/HOT WATER SUPPLY NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS GRND. OPTION 2: FOOTER SHALL COMPLY W/ APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. 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 GF Cl 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 o ($ 110V OUTLET STANDARD SWITCH D DOOR BELL Z i O 12"A.F.F. (U.N.O.) (3 OR 4 WAY AS NOTED) I I ice.+ y J •� .� Qi L GFI ($ GROUND FAULT INTERRUPTOR PROOF AS NOTED) Ln SURFACE MOUNTED LIGHT CHIMES DOOR BELL CHIMES ♦♦w V a=coo (WEATHER J ® c W J 1 4$ HALF HOT OUTLET Q WALL MOUNTED LIGHT ELEC. 0 PANELBOARD W/ CIRCUIT BREAKERS 220V OUTLET ® RECESS CAN LIGHT HBt o— N 5 O �C as �� (36 A.F.F. @UTILITY) (EYEBALL AS NOTED) C o I HOSE BIB J V PHONE LINE VT Q EXHAUST VENT GAgS T GAS TAP TV 1 m CABLE TELEVISION SD ® SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) CW HW # t ( COLD/HOT WATER SUPPLY QCPAKin cl nno O Z L N $O W H � N Z V J a W u' Zap a a�� w�Z NORTH 7413-B ELEm2 CORALBELL ORLANDO �J c O i i O D � T OL ice.+ y J •� .� Qi L 04 .0 4) Ln cE2' E a=coo J G o c -0 oy�ca •�'scasE v ° Eca3 o A o— N 5 O �C as v;3Hc�c— ° C o c o o o="a= o EviL�v:=c- 0 m H m o c -. O •_ o R1 R d Q E-dR>��- C N F- toimmEm'o O Z L N $O W H � N Z V J a W u' Zap a a�� w�Z NORTH 7413-B ELEm2 CORALBELL ORLANDO �J O i C. Ln A O Z L N $O W H � N Z V J a W u' Zap a a�� w�Z NORTH 7413-B ELEm2 CORALBELL ORLANDO �IGHTJIGHT 70"X42° MIRROR SPLASH PER SPECS VS36 VS36 OWNER'S BATH .12" DEEP SHELF r------ ---1 r----------1 -------------------� Qo WASHER r DRYER IGH 42"x38" MIRROR SPLASH PER SPECS O O 00 L ° r II -v VS42 FILL -� BATH 2 341/2" HIGH WALL o 12" c:nin Ifill//�� . J Z Ld L11 op ¢ O'Z • • 7 Cc -J LL •� �6, ••� �, 4� O O O L ° r II -v Oa=i~via�Q L L d+ N r, 4� cE o-0E �- `°c00 J 0-0 c 4� O N c Ac G1 E O m r—w °t O E O Y C O O O Y ON O v – O C :E 01- d O ° O N 3 V N i m E C CL �+ Z > m ° L ;a s Q 3 5 0 .L+ E O1 O m to 4� O J O co r II r N �. r, 4� mom 4� 4� NORTH 7413-B INT -1 CORALBELL ORLANDO I ui M O s O as O Vv _ ch EL o o;�_ N _v r' z tj c.r _ M j z 0:Z �; p .a G) • II ••• • (7 -Z cE�'�a�E OC 1p I NORTH 7413-B INT -2 CORALBELL ORLANDO ui M O s O as O Z 11 ch O N 4) D 3 •G1 w r' W N .a G) y d Q. cE�'�a�E OC a o 3= o 0 0 J �,oOady�v w�a o U) C_ t E at=mE� 2E oo 4 3 V;= V — Y _ C = = 0 0 p Y o 'c = o 0 y E V R y m O y a� =o L L O p y U) � 3 m d CL L L p' 7 F-v,o',c�Ecay NORTH 7413-B INT -2 CORALBELL ORLANDO ui M O J O co Z 11 ch O N M. IL W r Lo 4� a IL OC 4� 50 c�LL W w�a OCa�� r7 N NORTH 7413-B INT -2 CORALBELL ORLANDO ui M Fm N Z - ch O pC LL IL W D Z CL IL c� 50 c�LL aOz w�a OCa�� N NORTH 7413-B INT -2 CORALBELL ORLANDO 11" 1 3/4" 1x8 TRIM NOSING 10 PLYWOOD (TYP.) DECKING BALUSTERS 1x BLOCKING _ TO SIT ON 9._0.1 2x12 STAIR RAISED. zzz xzliz HEADER WALL I GYP. BOARD FINISHED WALL_1 1 ,I 1x12 TRIM ROUTERED �N UPPER SIDE ( II I II I II LJI I I L i L r LT-tr-r- Lr-�-,-------J ' I1 r , I - - - - - - - - - - I I r�r�----- I 2x12 STRINGER OR 1 ' EQ W/CIRCULAR 1---------A I, -- _____� OR WINDING STAIRS ---------�,; LJI --,--------- 1 ' 1 1 L HANDGRIP HANDGRIP BALUSTERS LESS THAN 4" O.C. lo MAXIMUM SPACING Zz STAIR NOTES J Z BALUSTERS * HANDRAILS FOR STAIRWAYS SHALL BE -� CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE 2x12 TREAD � o (D1x6 TRIM OR = z AS REQ. PER TOP RISER OF THE FLIGHT TOA POINT DIRECTLY o COMM. I ABOVE LOWEST RISER OF THE FLIGHT. 2x12 STRINGER = SPECS. HANDRAIL ENDS SHALL BE RETURNED OR SHALL 1x6 TRIM _ I TERMINATE IN NEWEL POSTS W/ROUTERED T, ---------J * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS EDGES OR PER _COMM. SPECS.. 2" DOOR I I * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS 2" CASING �,= -==___ * CIRCULAR OR WINDING STAIRS MAY CONSIST OF OR MOULDING L CASING OR 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER 2x4 STUDS - MOULDING ' (OR AS REQ.) 11 II GYP. BOARD ,__ -__=_= * SEE SPECS FOR FLOOR SYSTEM SIZE 1 SOLE PLATE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) * 10'-0" CLG 18 RISERS AT 7.55" ;17 TREADS @ 11 OR EQUAL (RISER HEIGHT MAY VARY PER PLAN W/CIRCULAR OR WINDING STAIRS CLOSED STAIR SECTION DETAILS r1 O O ` O ti Ql �' Lt l O : Z al z =%2 �� Z �•� �: a 71 0 m C. cE r1 O O ` O ti O L .a d 5 d ID N N 7E L L .°a 4)i 0 m C. cE E C. ec=ca�oo O v J vi O H c U) Ec cmEm o �r°wt3- E µ- �~ J c i N O wo�,c _= :_- C O O O Y O='O= O O N E v v y m O w L c L it C- W~ 1.. d O °0CL i L r1 O 00 N r, Lo �i �~ J a .. �o O m o .. 'L'a� o0 (L W M O j V i- C4 Z — M _ V J 0 U. IL W zap Q a (7 LL � C� aoz W qq Q o cj) N NORTH 7413-B INT -3 CORALBELL ORLANDO SIDING FLASHI 2x LED STRUC 9-4 TOh COMP. SHINGE ALUM. ALUM. 2x6 SUI ALUM. CHANN 'TEM O ao-%.;� � • • A i c'm �m LL6•iv �2� y 0 Z � V WA u Q �� z rM - ", \, " V igininisioll MISSION 4" FRIEZE (TYP.) m 19'- 8" PLATE I bUAKU & bA I I LN _ W/ 6" TRIM (TYP.) 9'-4"T.O.M. TEXTURED _ COATING (TYP.) 12" SQ. WOOD COLI W/4"TRIM ATTOP 8 6" TRIM AT BOTTOM -0" FIRST FLOOR_ _ L 4 WIDE RAISED SINGLE BAND AT ENTRY FRONT ELEVATION "B" t � t - J • t TEXTURED COATING (TYP.) - - - - - - -- 9' -4"T -0-M ------- � - - - - - - 9'-4"TOM _____—T _ __ �_________ ____ �__ _— ,..�� __t _,--------�—_ +_-----_ -' % a a a 1 —a ♦ a , a a ♦ , r N a a , - a , t , t � t - J • t TEXTURED COATING (TYP.) - - - - - - -- 9' -4"T -0-M ------- � - - - - - - 9'-4"TOM _____—T _ __ �_________ ____ �__ _— ,..�� __t _,--------�—_ +_-----_ -' % a a a 1 _ ♦ �- L o a ♦ , r N a \ Lo _ E , t o , d o y w a - a - 'a o �+ G1 = c N 3 o Y c 0 = A CN _z _ c000he o='v= o � 0 E 0 m 0 m o �+ N L..2 :L- @mm0C.�,LGi CL wu) - m ' > L I t Q 7 v H r� I: �w �� t , a t � t - J • t TEXTURED COATING (TYP.) - - - - - - -- 9' -4"T -0-M ------- � - - - - - - 9'-4"TOM _____—T _ __ �_________ ____ �__ _— ,..�� __t _,--------�—_ +_-----_ -' % a a a , a , r a , , ,to _ a_ a la- a 1 _ ♦ �- L o a ♦ , r N a \ Lo _ E , coios o d o y w a - a - 'a o �+ G1 = c N 3 o Y c 0 = A CN _z _ c000he o='v= o � 0 E 0 m 0 m o �+ N L..2 :L- @mm0C.�,LGi CL wu) - m ' > L a , a , r a , , ,to _ a_ a la- 1 _ ♦ �- L o a 2v d r N a \ Lo _ E , coios o d o y w :Ecc =o 4) E 3 ` , - a- - - ` to -' • ♦_ _ - , _ , , - ' _ 0,. FIRST FLOOR -------------% a, `, a O.. FIRST FLOOR —_ __ _—___-__-___ ___ ___ _ _______�___a_______�___ _______________— - - REAR ELEVATION ti V Tom 0 m o z ti Zti o o. N no W M d'Vt` F— CV Z — ch _VJ 0 U IL LV 0 Z O- p� Q � O LL QOz W qq Q N NORTH 7413-B ELVml CORALBELL ORLANDO O _ �- L o 2v d r N r \ Lo _ E d coios o d o y w :Ecc =o 4) E 3 'a o �+ G1 = c N 3 o Y c 0 = A CN _z _ c000he o='v= o � 0 E 0 m 0 m o �+ N L..2 :L- @mm0C.�,LGi CL wu) - m ' > L t Q 7 v H r� I: �w �� ti V Tom 0 m o z ti Zti o o. N no W M d'Vt` F— CV Z — ch _VJ 0 U IL LV 0 Z O- p� Q � O LL QOz W qq Q N NORTH 7413-B ELVml CORALBELL ORLANDO O J �- 00 r \ Lo W A ti V Tom 0 m o z ti Zti o o. N no W M d'Vt` F— CV Z — ch _VJ 0 U IL LV 0 Z O- p� Q � O LL QOz W qq Q N NORTH 7413-B ELVml CORALBELL ORLANDO � G o NCD • • (� s ' l2 C�tgV LL O Lu _ t w °° iC �. . O Z� W Cr -• Q O Z Z+ �fi cE�'��E •• � 0 ``� 12 6- 12 12 6p � � 12 io Q 6 ASPHAL SHINGLES TYPICAL PER SPECS. , 12 19'- 8PLATE 6 ----------------=- ----------------------------------------------- 6" TRIM - `, � - ,` _' _ /` - ,♦ _ ,� - t - ,, _ - ,� , - ♦ _ - _ ; TEXTURE ' - COATING (TYP.) .r 12 ♦ a 9' 4" PLATE- . _ \ - - t , s _ - , _ ` - > - A 9, 4„ T 0. M. If SEE DETAIL _ %_ ' • _ ♦ - ` ,-a e , y ' , 0" FIRST FLOOR - / - ` , - - - 0" FIRST FLOOR --------------------- - - -- - ---- - - - - --------------------------------------s-t-------`-----I------- -- --- ----- ---------------- SIDE ELEVATION TEXTURE COATING (TYP.) 9'-4"T.O.M. 12 S _ _19'_ 8" PLATE _ BOARD & BATTEN W/ 6" TRIM (TYP.) 12 12 - _ 9'_ 4" PLATE ao 0" FIRST FLOOR - - `` _ 0" FIRST FLOOR T , + 1 SIDE ELEVATION 0 m o .,o $o a. N o W M O J � F— C4 Z — M _ V J 0 OC LL o.Wo Zai Qa 0 0 L Qoz W Q N NORTH 7413-B ELV-2 CORALBELL ORLANDO � G o i O ' Lo cE�'��E d 0 _00m v \r •=tcmE� E m 3 _ O V a �+ as C y3Nc°c— � y O:C Y C= o= O= o d H V m N m o G 4 H N - N d 3 N E ft M d d i i L —0 .� QV 0 r+ H�omcaEcav, 0 m o .,o $o a. N o W M O J � F— C4 Z — M _ V J 0 OC LL o.Wo Zai Qa 0 0 L Qoz W Q N NORTH 7413-B ELV-2 CORALBELL ORLANDO � J o co ' Lo \r A 0 m o .,o $o a. N o W M O J � F— C4 Z — M _ V J 0 OC LL o.Wo Zai Qa 0 0 L Qoz W Q N NORTH 7413-B ELV-2 CORALBELL ORLANDO tuID Z% No; goIle N'Y C0� Q- �• rn 6. �� =� L . coM • ► x.p. 0 .2 v O O. J i �ti �( FW �W dD cc:Q— CJ •�Z cf) LL.iii � ••• �� !` 6,8 h.••••' �� 'tll ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1285 / 300 = 4.28 4.28/2=2.14x144=308 ROOF VENT = 308 / 138 SQ. IN. = 2.23 VENTS r1 � C L o � T°L2L:- N ~ C (a d CL c E -0 E d cv=c0oo J W-0 U)v c -a y •� >, E 02 .= tcc = mEM o �3 E o �+ as C N:3vscc,c- i N O Y Y° c .c p ° •p o GmN��Nmo Lo o.=Haci= t4 G1 CL d E•-dRi>L,.. N (D�a >,cc� t Q 3 v N .F r1 � J � r Lo 4� 4� A 0 m o .. zti Zo ..� 'o -$O W C'7 OJT, H � N Z - M _ V J O U. M W 0 Z a OC !) LL QoZ W dq Q OCa�c) N NORTH 7413-B RFP -1 CORALBELL ORLANDO 0 10 r NO TH SCALE " = 20' 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB:1285 F LATWO RK: 362 LOT:3243 COVERAGE:50.7% SOD AREA: 1296 ------------- NOTE: AVG 300 SQ.FT. OF SOD IS. SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. On ARC TABLE ARC LEN. RAD. CHRD. BRG. CHRD. LEN. 'Al 27.18' 75' S30028'34"W 27.03' Lo N ON cf) �7 opo ,.. �•` ��.•' ••. N Qom- �4 rn 6-•.2� C '� O �. J T N �- u! I CD H p: Z � co 444 40' S40051'28"W 1 I 5'-0P 15' B. L. A/C I 1 I 1 t _ _ n 1 30'-0 GIPP R � W M J i O i� �Ldrd'a Tm � _VJ O OC L L CL LLI 0 Z c E -2!' E- Q C- 0 J c,OO c � Qoz G N _ �s E .N =tco 3 O m c -� N O as C N3vc°°= L N 02 ..v+-' O C O O Ox H vv m y OL. co ~ �„.3 OU)°asQ.�'LL z CL 3 v 0 U) r-0cmmEcCv, � W M J co Z_M II Tm � _VJ O OC Lo CL LLI 0 Z a p� Q C- 0 �0LL Qoz Wqa oc�CI). N A � OJT, W M Z_M _VJ O OC LL CL LLI 0 Z a p� Q C- 0 �0LL Qoz Wqa oc�CI). N NORTH 7413-B PLT CORALBELL ORLANDO COMMUNITY & COUNTY CODES. FOUNDATION NOTES: _ J V Z V 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL % W �i�'�s•"""•�� / �i W o �'%�2 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE. AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION '� J Z a) W 16'-0" (2 -STORY FTG) SECTION R506.2.3 FOR REQUIRED LOCATIONS 8" Co O 2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1 A WELDED WIRE INSTRUCTIONS. FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. 5.5 A/C PAD MIN (10) # 5 E.W. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO W• •Z= Q . U o ¢ O 00 , O LLj Z:!jz �:�� Z S3 WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q. sem, ` Z W �6 �`�} O S3 FORTH IN CURRENT CODE EDITION). BARS & 3" MIN. COVER TO EDGE OF CONC. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p ��•.• W 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM G. DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. _ SYMBOLS LEGEND LAP SPLICES SHALL BE NO LESS THAN 25". AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD W 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR I FOOTING STEP DOWN AND CORNER INFORMATION. a O RECESSING DOOR SILLS. t�13W� 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. -� 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 0 Nk I SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) _ a __ � S3 CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO> THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. O W 30'-0"7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY �iillll11///� Uj M COMMUNITY & COUNTY CODES. q _ J V Z V 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL % W �i�'�s•"""•�� / �i W o �'%�2 00 14'-0" SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE. AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION '� J Z a) W 16'-0" (2 -STORY FTG) 0 8" Co O 13'-4" INSTRUCTIONS. FO 5.5 A/C PAD MIN (10) # 5 E.W. FO W• •Z= Q . U o ¢ O 00 , O LLj Z:!jz �:�� Z S3 t 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q. sem, ` Z W �6 �`�} O S3 BARS & 3" MIN. COVER TO EDGE OF CONC. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p ��•.• W �Uj 1%. G. DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS W LL f��IJltt1111��` _ SYMBOLS LEGEND � AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD W I FOOTING STEP DOWN AND CORNER INFORMATION. a O ■ t�13W� U -� 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 Nk I _ a __ � S3 S9 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO> O W 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER m Q TIE BEAM (8'-0" MAX U.N.O.) COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q I ■ FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE c9 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. j TO TIE BEAM. ■ I ENG: RMG FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. W U DRAFTING: 0'-0" FIN. FLR INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W -STRUCT: MB io SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W QC CHECK: CC U') 0 Of O COMPACTED IN 12" LIFTS TO AT LEAST 95%° OF MAX. DRY DENSITY AS F_ JOB No. DWH-0205485 3-1/2 THICK CONC. SLAB W/ 6X6 SCALE: I Q QI DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). W O W/1.4 ( X W/1.4 W.W.F. OVER 6 06-20-18 1/4"=1 -019 co W ■ MIL VAPOR BARRIER OVER THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 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 OFWMR p R &ASSOCIATES, LLC is strictly prohibited. I COMPACTED FILL. BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 z I �I �I I■ 14'-7 3/4" 9 Z 15'-4 1/4" I 2 2 FO S3 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO > FO F-- C1 STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND a 4'-7 3/4" 0 S3 FOOTING SIZES PENDING DEPTH OF STEMWALL. W U LL S3 a00 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE O FO F1 I S3 S3 18'-8" ■ ■■ _61- CONTACT E.O.R. PRIOR TO CONSTRUCTION Q 0 101-8" 10'-8" 2 � �" 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING _ 00 a r- -1 SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE ~ I FO FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION S3 OFO S3 � ■I - MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION co I■ 2.3 I FO S3 ( F1 S3 PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE • • CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY a 0 • DO e 5� DO D 4'-2" 6'-1" 1'-8" 16'-0" p ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. Q (2 -STORY FTG) 6'-6" 19'-4" (2 -STORY FTG) 30'-0., FOOTING SCHEDULE M COMMUNITY & COUNTY CODES. q _ J V Z V 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL % W �i�'�s•"""•�� / �i W o �'%�2 00 SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE. AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION '� J Z a) W o 0 O 5W Co O INSTRUCTIONS. Q : W 0*< `. Q J 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. W• •Z= Q . U o ¢ O 00 , O LLj Z:!jz �:�� Z t 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED Q. sem, ` Z W �6 �`�} O BARS & 3" MIN. COVER TO EDGE OF CONC. DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p ��•.• W �Uj 1%. G. DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS W LL f��IJltt1111��` _ SYMBOLS LEGEND � AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD W FOOTING STEP DOWN AND CORNER INFORMATION. a O t�13W� U 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 Nk SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z W PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO> O W 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER m Q TIE BEAM (8'-0" MAX U.N.O.) COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q N FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE c9 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. j TO TIE BEAM. o STRUCTURAL ENG: RMG FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. W U DRAFTING: 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W -STRUCT: MB SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, W QC CHECK: CC FILLED WITH (2) VERT. Of COMPACTED IN 12" LIFTS TO AT LEAST 95%° OF MAX. DRY DENSITY AS F_ JOB No. DWH-0205485 Q SCALE: AS INDICATED DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). W O z W 0 DATE: 06-20-18 1/4"=1 -019 co W 2 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 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 OFWMR p R &ASSOCIATES, LLC is strictly prohibited. BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 z PSF. 9 Z 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO > DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE F-- STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND a FO FOOTING SIZES PENDING DEPTH OF STEMWALL. W S3 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE O HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE —STOP — CONTACT E.O.R. PRIOR TO CONSTRUCTION Q 0 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 co PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY a 0 ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. Q FOOTING SCHEDULE M U O H W 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. 04 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (2) # 5 E.W. a ° o 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24"SIDE @3 O.C. &MIN i0 W Z � g g 1A O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" � � z BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. w/ z a" J U off` S z 24"x24"x12" dp #5's EQUALLY SPACED EA. 2O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3 MIN. COVER TO EDGE OF CONC. MIN (3) # 5 E.W. > z Oa a Z 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. L BARS & 3" MIN. COVER TO EDGE OF CONC. U W 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. -MUJ BARS & 3" MIN. COVER TO EDGE OF CONC. 06 H z r E 32'x32'x12" dp w/ #5's EQUALLY SPACED EA. Z ,. rn 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q Z V g o M . FOI BARS & 3" MIN. COVER TO EDGE OF CONC.�O m LL o N 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. S3 LL L1.1 Z J U w o >- no 8 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z J Q = o w l ca O 2 W BARS & 3" MIN. COVER TO EDGE OF CONC. O 3: o Z E 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q h-- O Q¢ W Y O o W g a 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (6) # 5 E.W. U j U 0 � 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. W W LL W o �5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. _ Z O BARS & 3" MIN. COVER TO EDGE OF CONC. 2 (n O 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. U m �� a Z N 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. aO Or_M BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. U LLL Q 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Q z > BARS & 3" MIN. COVER TO EDGE OF CONC. Q 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. w W 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U LL W BARS & 3" MIN. COVER TO EDGE OF CONC. a LL 0 .5 8> 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 2 J Z 0 V) —j Q BARS & 3" MIN. COVER TO EDGE OF CONC. W LU z Ion Q OJ J Uj It 54"44'W4" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W. O O _jBARS = Z J V 60"x60"x16" dp w/#5's EQUALLY SPACED EA. ". O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W.W 16- BARS & 3" MIN. COVER TO EDGE OF CONC. _ J V Z V 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 0 O 5W 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. z W t BARS & 3" MIN. COVER TO EDGE OF CONC. �Uj 1%. G. _ SYMBOLS LEGEND � ' w _j 0. a t�13W� ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO> O W TIE BEAM (8'-0" MAX U.N.O.) W O N c9 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. w TO TIE BEAM. o STRUCTURAL ENG: RMG U DRAFTING: 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W -STRUCT: MB INDICATES 45° CORNER BLOCK GROUT D QC CHECK: CC FILLED WITH (2) VERT. Of #5 CONT. FT.G TO TIE BEAM. JOB No. DWH-0205485 Q SCALE: AS INDICATED FOUNDATION PLAN z W 0 DATE: 06-20-18 1/4"=1 -019 co W 2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN OFWMR p R &ASSOCIATES, LLC is strictly prohibited. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 8'-0" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. m INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. Q 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 CMUCD ❑ Q � ``111111111//// �lz V .6.906••• /� i FILLED CELL 9.69 ••• /lf%,i a 0• % Z LU00 co �. Q.krrn �6-•�► Y 0- c PLAN VIEW _ Z w O Q = Z t` :W °° 0 0: � �Z=Q U U a• 12'-8" 2'-4" 4'-8" 4'-8" 4'-4" .. �.i 9 �: LLI Z (1) CONT. # 5 FROM 0'% 06-- 9• � z TIE BEAM TO FOOTING o ��' * p � O Uj U- 60 ® MASONRY WALL o � ■ N ® REINFORCING PER O ------------- (1) # 5 @ TOP, BOTTOM PLAN (TYP). U co & @ 24" O.C. Cl) ih 1' 5'-8" ih 1'-0" iv VERTICALLY BETWEEN W COLUMN & MAIN Q ® HOUSE CMU m C) o SECTION VIEW JO ■ ■ w w D1 MASONRY COLUMN TIE IN ~ 0 - 0 Z O In > O IIS 00 a a = U 11 ❑ o W a � oti Ivi � w 0.. O V > ■w o ® Q cli w V M dp M F- 0 a ■ ■ v A`�¢' e 6011 p f� Z " Z 10. z Ua W . oma' _ o o z o a W Z a w ■■ ■ ■ ■ ® U W oar _'� 4'4" 8"[l'-4"[' " 1'-4" 3,_81' - HZc5 8 0 Z a Z v�i"'co. v _ cJ fqco o LU <000vr Z �2U) oPu;ooZ Z W Y E QQO_ 0 CL O W O V ® ■ 2 ^ � _ � L� Z pv� O o U m ti imo Q z N m0 O M F - ❑Q a LL VL -5 o • Z LU J cn W 16'-0" 1'-8 J z K LLLI LU (1) 11 o m l�— LLI Z } 0 J w LU = J V Z U o Se CV) z (L LUCL 1 za t LU O LU o Of QOLU CY) w IX N z w STRUCTURAL ENG: RMG u) DRAFTING: W STRUCT: MI3 V QC CHECK: CC f- JOB No. DWH-0205485 U) Q SCALE: AS INDICATED DATE: 06-20-18 z co DOWEL PLACEMENT PLAN w 1/4"=1 1-011 2 S2,1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRIG WALL BACK 2x BRG WALL PER BOND BEAM IN FULLY2x BRG WALL PER BOND BEAM IN FULLYPENDING SITE ABOVE - WALL SO GYP FINISH IS PLAN AND BEARING PLAN AND BEARING GROUTED CELL. A'. 1 CONDITIONS SEE ANCHOR TO HAVE MIN. FLUSH W/ WALL SCHEDULE GROUTED CELL. PENDING SITE� WALL SCHEDULEREFER TO MD08 FOR CONDITIONS, SEE REFER TO MD08 FORDETAIL MF20 FOR 7" EMBEDMENT BELOW SPLICE INFORMATION DETAIL MF20 FOR SPLICE INFORMATION _ DEEP MONO MIN 5" FOUNDATION BELOW `t CONC. SLAB PER LOWEST STEP OF CONC. SLAB PER I 2x P.T. BASE PLATE `r ' CURB CLEAN COMPACTED DEEP MONO w c� n FOUNDATION PLAN FOUNDATION PLAN I a v� MASONRY WALL W w c i FILL @ 95% STANDARD MASONRY WALL "� ¢ SEE PLAN (1) #5 CONT. W/ 1-1/2" w I DENSITY CONC. SLAB PER SEE PLAN I4 > COVER TYP. z ¢ CONCRETE SLAB PER7 2 ..11 cn g ¢ > I 2x P.T. BASE PLATE FOUNDATION PLAN CONCRETE SLAB PER ''r FOUNDATION PLAN ¢ CONCRETE SLAB PER FOUNDATION PLAN VARIES > FOUNDATION PLAN .A,: SEE PLAN a • : , ; = : , : .. • • ' •. ♦ . �• • °: z • : e. - d . a, �, oo I a • GRADE • ° — 11- m — o III Z RADE MI G •---- r—:ZCo.:I I— —Z- =II1=1II118- IIF, ; ' _ •:. i. ISI—llI ,�I— _ $"— 6 —•' :—_ —— — — a _ _ _ - — —I I 1= I 1111-111 I I_- —=1 11-1 11=Co i,1°— 111c1> #5 BAR CONT. I ,t: , ,(2) #5 BARS CONT. w/I I 1—I I III- Ilk sk%- W/ 3 COVER TYP. 8" 16" 4" 3" COVER TYP. 8" 8" 8„8,.```'''.(2) #5 BARS CONT. _ _ (2) #5 BARS CONT. ' I (I CLEAN COMPACTED CLEAN COMPACTED `� �1�,•°°•�••••'• �� W III : III t t III t t t W/ 3 COVER TYP. — 0 6 8,. 8' 10 cn • s _ W/ 3 COVER TYP. o FILL 95 /o STANDARD 2 #5 BARS CONT. W/ - • '•• W FILL @ 95 /o STANDARD () a0 CLEAN COMPACTED @ 3 COVER TYP. w ? <cr rn b ° _ FILL @ DENSITY (2) #5 BARS CONT. W/ �.Z w •; J =J Z o 8" 1'-0" DENSITY % STANDARD 8" 1'-0" DENSITY 3 COVER TYP. CLEAN COMPACTED CLEAN COMPACTED ESHABE D STORY OCCURS, FTG FILL 95%o STANDARD @ ° v 2 j ° �:• Z` Q U @ FILL 95 /o STANDARD z v• O � ❑ � DENSITY DENSITY WHERE 2ND STORY OCCURS, FTG �-�' - •°aq W a WHERE 2ND STORY OCCURS, FTG 1'-4' WIDE W/(3) #5 BARS WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG Z � �- 0 SHALL BE 1'-4" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE 1'-8" WIDE W!(3) #5 BARS P ��id� •••sees•• a�/�� W ��r►1np ��LL _ FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTING fiFO�NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING u 3/4"=V-01' -0 3/4"=V-01' 3/4"=1'-0" 3/4"=V-0" 3/4"=1'41 -1,-0„ 3/4.,_ -1-0, „ C c NOTE TO CONTRACTOR: c ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D C FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w SEE PLAN FOR ADJACENT MONO AND/OR STEM WALL NOTE: AT FRENCH w a I DOOR LOCATIONS. SHOWER SIZE FOUNDATIONS AS SPECIFIED THIS DETAIL. MASONRY WALL c OPTIONAL CURB BY MIN. 24” BEFORE �.4• CONTRACTOR TO v BUILDER w Z Z ANOTHER STEP :..[�"�.. a.: VERIFY WITH DOOR Cl)`SEE PLAN FIELD VERIFY CONC. SLAB PER 8"x12" THICKENED b g r ` •. MANUF. FOR (1) #5 FROM FTG. TO Z CONC. SLAB PER FOUNDATION PLAN SLAB W/ (1) #5 CONT. r ¢% ; '' • REQUIRED RECESS SLOPE TIE BEAM MIN. 25 F CL FOUNDATION PLAN W/ 3" COVER TYP. 0 • :. j a �• :. =- ; ; #5 CONT. THRESHOLD PER MFR'S CONC. SLAB PER SPLICE GROUT CELL u y z - � w ' .: �r . REINFORCEMENT SEE SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS C wM ::..r - N THRESHOLD - GRADE j 1' : a. i w p a FOUNDATION PLA now . a-+ ENEA70ft �. -... w THR SHOL PER _ - f • % <. v) A. 1' 'j . i. FOR QUANTITY C _ _ _ _ _ - o -. MANUFACTURERS u • ; a -1 I I—I I I—I I I = I—I I '..: ` • III—�'♦—'� _a._'— t - �' • — 00 — – a . • . , — I- -a � - e•Ij� ' , SPECIFICATIONS °° d -III—I I—I I I I I I :.. I I—I I- �- .... :' #5 x 25 x 25 CORNER : a •.. C GRADE . d• x - _ '� =I I I=I I FE - - - - - , III I I (- • : : ' . BAR ONE FOR EA. ♦ - :a ' : :.• •' o e.4 ♦ . — _ III—III—III III—III III III—III a d . , _ •' i :• = z III—III—I I .. ' d III—III—I 0o Z _ d =I I =III III l I. III- 8., 8" - _ w e _ ... I VERIFY PLAN DETAILS .. 4. , .. 4 je HORIZONTAL CONE SLAB PER w ao - _ _ '�. _ _ - u III I _ III—I I I I I III- -- �- III III I I —I 1=1 I I—I_I I w p : - d FOR REQUIRED #5 4 d REBAR, TYP. U.N.O. •. : Fd r = _-.• _ _ _ w -.- -' �,� .�•: •' • . •.... •;. , • ' '.. -.- . '• '�4 FOUNDATION PLAN i- III -II C o = I III- U) I I -CONT. BARS. MAINTAIN -� ♦. _-• M - 1+• II ♦ I MIIMIII-I I I- PENDING SITE I I, ; I I iI I� II II ,I - _ 13 COVER TYP. • - - CONDITIONS, SEE I I I -III- I ((-I -am.— I 1=1 I I III I —I — , a - — - _.:. DETAIL MF20 FOR 16"MIN.- 16" MIN. • 4' . ` SLOPE (2) #5 BARS CONT. 8„ 8„ 8„ 8" I I =III I I- -III—I I = _ - W/ 3" COVER TYP. F DEEP MONO ... 1 -0" VERIFY PLAN DETAILS III-III=1 I 1=1 1 I BEND EACH CONT. #5 2 #5 BARS CONT. FOR REQUIRED #5 PER MFG SLOPE EXT. SURFACE CL O BAR AT STEP DOWN, CLEAN COMPACTED W/ 3" COVER TYP. CONT. BARS. MAINTAIN OR GRADE 1/8" PER o u CLEAN COMPACTED OR INSTALL #5 HOOK FILL @ 95 /o STANDARD FILL @ 95% STANDARD 3" COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM DENSITY WHERE 2ND STORY OCCURS, FTG BAR. LAP REBAR PER BUILDING C SHALL BE V-4" WIDE W/(3) #5 BARS DENSITY 1/2" FIBER EXPANSION WHERE 2ND STORY OCCURS, FTG c DETAIL MD08 ON SHALL BE V-4" WIDE W/(3) #5 BARS [ LINTEL PLAN AS REQUIRED FO FOOTING @ SHOWER AT MASONRY AF07kTHICKENED EDGE AFO' TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0 c c (2) #5 x 4'-0" BARS WOOD POST PER PLAN u ® FILLED CELL PER PLAN CENTERED AT PIPE PVC OR SCH40 SLEEVE FOR SIZE AND BASE C PENETRATION CONNECTION 4 ' TOP COURSE TO BE C - - - - - - - a . ' .a a >o CHAIR BLOCKS. 8" CMU - < • d a0 a e .. a ENTIRE BASE TO BE 0 GARAGE FINISH PER ELEV. - -- I-III=I (I -I I FILLED SOLID - - J CONC. SLAB PER =I I = I I III CMU BASE W/ (1) #5 SEE ELEVATION u FOUNDATION PLAN �� 8 C.M.U. FINISH PER - III—I I VERTICAL @ EA. F TOP VIEW @ CORNER FINISH FLOOR ELEV. CORNER. SEE PLAN C PENETRATING FINISH FLOOR - 00 g =1 I (- a a III REFER TO - = FOR BASE SIZE; BARS • o CONC. SLAB PER GARAGE WALL .. <a PIPE. MAX 4" ' 4,44 GRADE z PENETRATING PIPE �- - I I PLAN I III-III=III=III-FOR TO TIE INTO EXT. FTG. BY TIE IN OR EPDXY ��,' • .� z c - FOUNDATION PLAN BEYOND _ • = - iv MAX. 4" ,III=1 CONT.ON II I I I- CONNECTION : :�' ,d: �' `„ - ... ::_ #5 -I PLAN FOR I� FOUNDATION ( Q u - ,• ,' . A LOOP TIE (TYP.) SIZE & REINF. INFORMATION THICKENED EDGE ' > C I - z •. _ • FOOTING PER MF08 ON F 4 ' w DRIVEWAY BY PVC SLEEVE MAX - = i tt ih - :..� .v, 1 ' REFER TO PIPE PERPENDICULAR TO FND THIS SHEET BEYOND ,..: w C BUILDER- CONCRETE 6" DIAMETER _ - =I =III- ' .- • . �, •'' FOUNDATION PLAN .. d F w < 4.: `� OR PAVERS Z ce) - ' 4 - .�. •4 FOOTING PER PLAN _ z� .• FOR CONT. CONTACT EOR FOR ADDITIONAL REVIEW CONC. SLAB OR PAVERS PER PLAN :. �._ .• :, ... PITCH C ♦ _ I____ I I I ( FOUNDATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS —' d . • a • . ' - - z �=III=1 I i- CLEAN COMPACTED INFORMATION • - . 4 GRADIE 0 FILL @ 95% STANDARD ' a•. — F —'`(SIDE 1I CLEAN COMPACTED VIEW) DENSITY _ ) _ FOOTING PER PLAN - .� , . a a . ... _ . A - _ _ a : 4a 4 a 4 :A _ —III=1 I ( -I _ -. i - ' - � 4 III=II� • : • — I � -III—I I III=I —III=� f� I _ I-1 I' FILL @ 95% STANDARD (FRONT VIEW) PVC SLEEVE — Q -III-III -. „- III=III °. .• SEE FOUNDATION FOR - a.. •. -'• : ; . • . ; . ..a .�. PAD SIZE 1-I - - III--C -� I _ =1,1 I III 8'Ex 8" THICKENED MAX 6" DIA. Q I I=� I (- I. , I 4 8 -III-III CLEAN COMPACTED .•=M� - -.- �= EDGE W/ (1) #5 CONT. I I I-II a a I1-) I I- FILL @ 95% STANDARD I I a' ; :♦ W/ 3 COVER, TYP. ; a. 4 '• DENSITY - ��.. -III ev. d 61171�'THICKENED EDGE @ GARAGE DOOR fiF1 TYPICAL FOUNDATION PENETRATIONS ' 11=1 I II 11-111- 01=1FOOTING @ ENTRY MASONRY COLUMN 3/4"=V-0" 3/4"=1'-0° PIPE PARALLEL TO FND 3/4"=1 G C MIN. (2) #5 DOWEL W/ TOP COURSE TO BE CHAIR C CONC. SLAB PER ALL REINFORCEMENT SHALL CONC. SLAB PER MIN. 6" EMBED. INTO BLOCKS. ENTIRE BASE TO BE WOOD POST PER PLANT, C FOUNDATION PLAN MAINTAIN 3" CLEAR TO FOUNDATION PLAN MAIN FOOTING W GROUTED SOLID SEE ELEVATION FOR SIZE AND BASE GRADE AND 1-1/2" CLEAR TO SIMPSON EPDXY @ CMU BASE w/ (1) #5 VERTICAL @ CONNECTION ALL REINFORCEMENT SHALL < ANY FACE EXPOSED TO 12" O.C. EACH CORNER CONT. TO FOOTING. MAINTAIN 3 CLEAR TO C WEATHER ALL REINFORCEMENT SEE FLR. PLAN FOR BASE SIZE ` 1 4• :1' Z GRADE AND 1-1/2" CLEAR TO SHALL MAINTAIN 3" CLEAR CONCRETE STAIRS AS e ANY FACE EXPOSED TO DEEP MONO FOUNDATION i • . ,. - f ' TO GRADE AND 1-1/2" REQ'D PER GRADE W/ ; : ¢ WEATHER CLEAR TO ANY FACE MIN (1) #5 BAR PER PLAN �.. w EXPOSED TO WEATHER #3 STIRRUPS @ 48" O.C. WHEN �. .: ;a:..'. w F MONO DEPTH EXCEEDS 26", IF • : ' a w FORM TO MATCH PEDESTAL c •w DIMENSIONS ABOVE. POUR WITH _ ...< . , . •, - . ;• � .•. .,.... '♦ . '� � _ � _� - ` SEE DEPTH IS LESS THAN 26", .. •.' 4.: C/) DIMENSIONS MONO FOOTING F e . • • a . • . STIRRUPS ARE NOT REQ'D. 4...: u . • PLAN ::� • . :: `. 4... F bo ih I I l- o • • FOOTING SEE FOUNDATION FOR SPREAD _III— .= • ' _ -, t t— • .. 60 M • .. e• (2) #5 BARS @ TOP Z (2) #5 BARS @TOP ° .• W Z '�:.•e , e -� T`7 F —III ' .° ' w i -- I 1 I •:•• : ♦ �• w r i� • . • ♦. •... C WHEN MONO DEPTH - — WHEN MONO DEPTH 1' _ III—I : r •::..•. i : ••• •. • •.. _ EXCEEDS 26", IF –I II=I f �.. H EXCEEDS 26", IF ♦ ♦ a O •.. 4 .. e • ' - • .. a :,� ..:.' u DEPTH < 26" THESE I (=III �. •' �', rp ° DEPTH < 26" THESE —III I •• ra • :. F- •.. ;• e' •. .: _ =GRADE e •j .. • ' . i '.r• IIIc(— BARS ARE NOT REQ'D =I GRADE BARS ARE NOT REQ'D III=I .. :••• �- .•� •� 4-0 . — .. d GRADE • .%�' :e ♦-. 'b I —�— #3 STIRRUPS @ 48" = III ... _ _ #3 STIRRUPS @ 48�, ...' :. 4; .' :• _ O.C. WHEN MONO =1 I 1=1 t ..' :1..� III=III- z' O.C. WHEN MONO I I 1=I t ':.:.- .' ;1 •n III=III=1 I I- z_ :. ♦ •' . :. ' p' •' •. .' a. ' I I ; — I— CLEAN COMPACTED u =1 I I .` =1 I I=' DEPTH EXCEEDS 26", =1 I I i• ` =1 I I=1 I I o 0 DEPTH EXCEEDS 26 - e d� : ♦'. J d : • 'I - ' ' ' I I— O -_ �' I FILL @ 95 /o STANDARD IF DEPTH < 26" THESE • p •.. ::- _ I o IF DEPTH < 26" THESE I _ 4 • p' ,�, +:a � r— . r �—'� .. � :ter � - _ �. :. _ o - 4. �.d.. _ J. �...' .. I I I U I I=I I= DENSITY E -1111 I I—I _ 11 I—I I I. - .. a ..� • ti _ M _ _ o BARS ARE NOT REQ'D _ I- BARS ARE NOT REQ'D -I 1=III- CLEAN COMPACTED _=I I=1 I I-1 - - - - - - - - - t ttt-ttt (2) #5 BARS CONT. W/ (2) #5 BARS CONT. W/ - CLEAN COMPACTED I I-1 I I -I I 1-1 I - DEEP MONO REINFORCEMENT 3" COVER TYP. 1'-4" FILL @ 95% STANDARD 3" COVER TYP. III I 1 11'4 =I I - FILL @ 95% STANDARD CONTINUOUS THROUGH COLUMN BASE. F DENSITY - DENSITY AT CORNERS: SPLICE PER PLAN u c AF2 DEEP MONOLITHIC FOOTING F2 DEEP MONOLITHIC FOOTING W/ STAIR 011=2�FOOTING @ ENTRY MASONRY COLUMN W/ DEEP MONO NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" o F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ' Z > 0 LL �0 W :o 3 W C � U i J Q ' F—. < , Wos —G Z Q m - 0 Z i Z W _j 0 o J�w rn 06 HzRti8 Q Zn ( Q Z V O> Mao 0 -uj- - N i W 0 � nXo>-0 8 7 ¢oo w �— Z Z Z=ZLqZ E O ¢ LL X: i U oaga ' W O LO _ Z DMZ Cn 0 M c Z N 0 ch C Q LL > Uj U 0 o C� LLa WW come IM 11 0 J ~W 2 � 0 O Z V YM _ LU W LU a � .za WpWLqC� �a0W0) — CL0 M W C4 i STRUCTURAL ENG: RMG DRAFTING: STRUCT: MB QC CHECK: CC JOB No. DWH-0205485 i j SCALE: AS INDICATED DATE: 06-20-18 i S 3 18'-0" 0 211/0 750/0 1177/0 1676/0 8" x 8" x 16" CMU U.N.O. 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. INDICATES FILLED CELL FROM FTG. TO TIE 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. ZI20'-8" 0 145/0 550/0 981/0 1376/0 O + I BEAM W/ (1) #5 BAR Wt 3000 psi CONC. SEE 3. GROUTED PER ASTM C476 fg = 3000 psi Wt MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. Q e I • ' • MD08 FOR LAP INFO. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 cc- _ - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE JA PROVIDE CLEAN OUT OPENING @ GROUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. FILLED CELL AND REBAR (TYP). MORTAR 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW JOINTS SHOULD NOT BE CUT RELAXATION. 7/32 WIRE PER ASTM A510. 2'-8" 1425/1425 3343/3280 4933/4933 SEE FOUNDATION FOR FOOTING 3'-0111230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE. . I 4,_4„ 846 / 833 2121 / 1716 3127 / 2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT d ' L •� .�.: MARK •� 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U =UNFILLED ' I 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROU' 8'-4" 415/235 1152/1152 1694/1552 0 8R6-1 B/1T QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY fiDO TYPICAL MASONRY CONSTRUCTIONQ 8F8-18/17 8F16-1 B/1 T 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32 DEEP HEADER 3/4"=1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP O 8F16-1B/1T NOMINAL HEIGHT - 0 TYPE DESIGNATION NOMINAL WIDTH e 8R14-OB/1T O 8F16-OB/1T 1-1/2" CLEAR SEE PLAN FOR TOP OF WALL AND LINTEL INFO ::,.. SEE DOWEL LAYOUT c 8F20-1B/1T . 0 a— PLAN FOR FILLED CELL :a INFORMATION. MIN. 1 " 8F20-OB/1T � r ,.LINTEL PER PLAN•. • ` IS REQUIRED ON _ z EITHER SIDE OF co Q Q CMU. a 8R22 16/17 � g GROUT OPENING U.N.O. O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL s • CAVITY ,t ..: TRANSOM OPENING •::: r O — BOTTOM REINFORCING PROVIDED 8R22-OB/1T '�—�` 4'-0" 4'-0" 7-5/8" ACTUAL IN LINTEL (VARIES) - - FRAME INFILL AROUND ,; O 8F24-OB/1T 8" NOMINAL WIDTH - +'_' WINDOW BY BUILDER.. (2) 2x8 SYP #2 P.T. WOOD HEADER O O FILLED SEE WF01/SD1 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O" :.•. !�� - SYP #2 P.T. HEADER TO MASONRY 5'-0" 5'-0" 8R30-16/17 MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 - _ P 8F32-16/17 1-1/2" CLEAR HANGER @ EA. END. USING (14) 1/4 F F R 8R30-OB/1T _ f �� H loor DIA. x 2 3/4 TAPCONS & (6) 10d NAILS 0 -1 INTO HEADER. NAIL EACH PLY AND _ #5 REBAR AT TOP MIN. (1) REQ'D EACH ADDITIONAL HEADER PLY W/ (2) O 8F32 -OB/1T U � ROWS OF 10d NAILS STAGGERED @ 6" Q z C.M.U. O.C. AND MIN. 2" FROM ENDS. 8F38 -16/17 O l- O 8F12 -1B/1T Z DOOR OR WINDOW OPENING T;, .�:t: MAX 4'_0" REFER TO DESIGN O 8F40 -OB/1T 7-5/8� ACU INLINTEL(VARIOS) REINFORCING PROVIDED PLANS FOR REQUIRED Ow 8F8 -OB/1T 8" NOMINAL WIDTH IN -FILL FRAMING DIMENSIONS xO 8F40 -16/17 UNFILLED fiDO�LINTEL W/ TRANSOM DETAIL SAFE LOAD TABLE NOTES 3/4"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED X-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 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 EOI 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 16'-0" SUPPORT. O8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. lAlA I I I �r�nlM M GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE `• NO -SHEAR WALL T OPENING "Do' TYPI AL SHEAR WA L SEGMENT "p„ #3 17/8 41/4 15 21/4 41/4 91/4 24 #4 21/2 55/8 91/2 e 3 55/8 PRECAST LINTEL LOAD TABLE 32 #5 GENERAL CONCRETE LINTEL SCHEDULE 7 1113/4 25 33/4 7 1151/2 40 LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING 33/4 APPROVED LINTEL MANUFACTURERS: CONTRACTOR TO VERIFY 30 41/2 81/16 18 1/2 48 #7 43/8 APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE 16 1/2 CASTE -CRETE, QUALITY, AND LOTTS THE GROUT IS LEVEL 9 13/16 213/4 56 WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN STANDARD LINTELS PROVIDE LINTEL W! 3000 OVER COURSES NOT REQ'D STANDARD LINTEL NOTES PROPER TRUSS/ FLOOR SYSTEM BEARING (MIN 3') STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL CLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8 -0B 8F16-1 B / 8F16 -0B 8F24-1 B / 8F24 -0B 8F32-1 B / 8F32-oB HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) TYPICAL TRUSS ANCHOR PER PLAN 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1'-6" 2231 3069/3069 6113/6113 8974/8974 10000 ! 10000 .OTHER BARS INTO CORNER AS REQ'D REBAR IS INDICATED IN PROVIDE SCREEN WHEN BLOCK BELOW 2- (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 LINTEL, #5 TO BE HOOK PER IS NOT REQUIRED TO BE FILLED OPENINGS. U.N.O. 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 HOOKED INTO Mppg 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 SIDE VERTICALS ' STANDARD 90 DEGREE HOOK HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651/1349 5365/1999 7342/3123 10000/4249 ° d "° "�' d_' ° •`' ; _° _ d. • d . . •• +- _. a TYP. BOND BEAM 8" x 8" x 16" K.O. 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 • .. — — 6 • - °' e : • . w H LINTEL BLOCK FILL W/ 3000 psi CONC. INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 ' 4. d W/ (1) #5 DIA. REBAR ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 6'-2" 488 991/991 2661/2143 5681 / 2698 6472/3685 p _ ' - • .. a .. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 7•• . �. w w z CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 • a - N "- g ADEQUATE FOR THE LOADS. 9'-2" 315 618/535 1533/1247 2781/1946 4754/2489 , III t II �. I IJ ° . I . I • z M C7 o w 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10'-0" 292 567/454 1366/1277 2423/1770 4006/2263 . BOTTOM STEEL IN LINTEL IF - `' . co w SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY �� 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 INDICATE -HOOK INTO - •r - - - WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 g VERTICAL CELLS PER MD08 , •', �`� a I : _ ' ` -aa— ' ;Q -�7. - LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL 12'-0" 239 418 / 297 1075/1045 1838 / 1446 2883 / 1848 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 a ROUGH OPENING PER PLAN — d d SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 13'-4" 0 328 ! 0 1234 / 0 1779 ! 0 2662 / 0 � w a l RZ STD. 90 DEGREE ANGLE 3000 psi 14'-0" 0 292/0 1160/0 1660/0 2439/0 CONC. W/ (1) #5 DIA. REBAR 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 18'-0" 0 211/0 750/0 1177/0 1676/0 8" x 8" x 16" CMU U.N.O. 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. INDICATES FILLED CELL FROM FTG. TO TIE 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. ZI20'-8" 0 145/0 550/0 981/0 1376/0 O + I BEAM W/ (1) #5 BAR Wt 3000 psi CONC. SEE 3. GROUTED PER ASTM C476 fg = 3000 psi Wt MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. Q e I • ' • MD08 FOR LAP INFO. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 cc- _ - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE JA PROVIDE CLEAN OUT OPENING @ GROUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. FILLED CELL AND REBAR (TYP). MORTAR 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW JOINTS SHOULD NOT BE CUT RELAXATION. 7/32 WIRE PER ASTM A510. 2'-8" 1425/1425 3343/3280 4933/4933 SEE FOUNDATION FOR FOOTING 3'-0111230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE. . I 4,_4„ 846 / 833 2121 / 1716 3127 / 2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT d ' L •� .�.: MARK •� 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U =UNFILLED ' I 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROU' 8'-4" 415/235 1152/1152 1694/1552 0 8R6-1 B/1T QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY fiDO TYPICAL MASONRY CONSTRUCTIONQ 8F8-18/17 8F16-1 B/1 T 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32 DEEP HEADER 3/4"=1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP O 8F16-1B/1T NOMINAL HEIGHT - 0 TYPE DESIGNATION NOMINAL WIDTH e 8R14-OB/1T O 8F16-OB/1T 1-1/2" CLEAR SEE PLAN FOR TOP OF WALL AND LINTEL INFO ::,.. SEE DOWEL LAYOUT c 8F20-1B/1T . 0 a— PLAN FOR FILLED CELL :a INFORMATION. MIN. 1 " 8F20-OB/1T � r ,.LINTEL PER PLAN•. • ` IS REQUIRED ON _ z EITHER SIDE OF co Q Q CMU. a 8R22 16/17 � g GROUT OPENING U.N.O. O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL s • CAVITY ,t ..: TRANSOM OPENING •::: r O — BOTTOM REINFORCING PROVIDED 8R22-OB/1T '�—�` 4'-0" 4'-0" 7-5/8" ACTUAL IN LINTEL (VARIES) - - FRAME INFILL AROUND ,; O 8F24-OB/1T 8" NOMINAL WIDTH - +'_' WINDOW BY BUILDER.. (2) 2x8 SYP #2 P.T. WOOD HEADER O O FILLED SEE WF01/SD1 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O" :.•. !�� - SYP #2 P.T. HEADER TO MASONRY 5'-0" 5'-0" 8R30-16/17 MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 - _ P 8F32-16/17 1-1/2" CLEAR HANGER @ EA. END. USING (14) 1/4 F F R 8R30-OB/1T _ f �� H loor DIA. x 2 3/4 TAPCONS & (6) 10d NAILS 0 -1 INTO HEADER. NAIL EACH PLY AND _ #5 REBAR AT TOP MIN. (1) REQ'D EACH ADDITIONAL HEADER PLY W/ (2) O 8F32 -OB/1T U � ROWS OF 10d NAILS STAGGERED @ 6" Q z C.M.U. O.C. AND MIN. 2" FROM ENDS. 8F38 -16/17 O l- O 8F12 -1B/1T Z DOOR OR WINDOW OPENING T;, .�:t: MAX 4'_0" REFER TO DESIGN O 8F40 -OB/1T 7-5/8� ACU INLINTEL(VARIOS) REINFORCING PROVIDED PLANS FOR REQUIRED Ow 8F8 -OB/1T 8" NOMINAL WIDTH IN -FILL FRAMING DIMENSIONS xO 8F40 -16/17 UNFILLED fiDO�LINTEL W/ TRANSOM DETAIL SAFE LOAD TABLE NOTES 3/4"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED X-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 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 EOI 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 16'-0" SUPPORT. O8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. lAlA I I I �r�nlM M GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE `• NO -SHEAR WALL T OPENING "Do' TYPI AL SHEAR WA L SEGMENT "p„ #3 17/8 41/4 15 21/4 41/4 91/4 24 #4 21/2 55/8 91/2 e 3 55/8 121/2 32 #5 31/8 18'-0" 0 211/0 750/0 1177/0 1676/0 8" x 8" x 16" CMU U.N.O. 18'-8" 0 142/0 598/0 1114/0 1468/0 1. fc PRECAST LINTELS = 3500 PSI. INDICATES FILLED CELL FROM FTG. TO TIE 20'-0" 0 180/0 598/0 1024/0 1441/0 2. fc PRESTRESSED LINTELS = 6000 psi. ZI20'-8" 0 145/0 550/0 981/0 1376/0 O + I BEAM W/ (1) #5 BAR Wt 3000 psi CONC. SEE 3. GROUTED PER ASTM C476 fg = 3000 psi Wt MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. Q e I • ' • MD08 FOR LAP INFO. 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 cc- _ - RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE JA PROVIDE CLEAN OUT OPENING @ GROUT CLEAR OPENING 8R6-1 B/8R6-OB 8R14-1 B/8R14-OB 8R22-1 B/8R22-OB STRENGTH = 1900 PSI. FILLED CELL AND REBAR (TYP). MORTAR 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW JOINTS SHOULD NOT BE CUT RELAXATION. 7/32 WIRE PER ASTM A510. 2'-8" 1425/1425 3343/3280 4933/4933 SEE FOUNDATION FOR FOOTING 3'-0111230/1230 2769/2769 4085/4085 3'-4" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE. . I 4,_4„ 846 / 833 2121 / 1716 3127 / 2839 5'-4" 664/572 1761/1761 2595/2595 LINTEL F = FILLED WITH GROUT d ' L •� .�.: MARK •� 6'-4" 526/434 1539/1539 1329/2267 REQUIREMENTS U =UNFILLED ' I 7'-4" 480/322 1334/1334 1964/1552 R = RECESSED & FILLED WITH GROU' 8'-4" 415/235 1152/1152 1694/1552 0 8R6-1 B/1T QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY fiDO TYPICAL MASONRY CONSTRUCTIONQ 8F8-18/17 8F16-1 B/1 T 1) FOR HEADER DEPTHS DEEPER THAN 32",USE VALUES FOR 32 DEEP HEADER 3/4"=1'-0" 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1B/1T QUANTITY OF #5 REBAR AT TOP O 8F16-1B/1T NOMINAL HEIGHT - 0 TYPE DESIGNATION NOMINAL WIDTH e 8R14-OB/1T O 8F16-OB/1T 1-1/2" CLEAR SEE PLAN FOR TOP OF WALL AND LINTEL INFO ::,.. SEE DOWEL LAYOUT c 8F20-1B/1T . 0 a— PLAN FOR FILLED CELL :a INFORMATION. MIN. 1 " 8F20-OB/1T � r ,.LINTEL PER PLAN•. • ` IS REQUIRED ON _ z EITHER SIDE OF co Q Q CMU. a 8R22 16/17 � g GROUT OPENING U.N.O. O 8F24-1B/1T r z #5 REBAR AT BOTTOM OF LINTEL s • CAVITY ,t ..: TRANSOM OPENING •::: r O — BOTTOM REINFORCING PROVIDED 8R22-OB/1T '�—�` 4'-0" 4'-0" 7-5/8" ACTUAL IN LINTEL (VARIES) - - FRAME INFILL AROUND ,; O 8F24-OB/1T 8" NOMINAL WIDTH - +'_' WINDOW BY BUILDER.. (2) 2x8 SYP #2 P.T. WOOD HEADER O O FILLED SEE WF01/SD1 FOR TURNED SIDEWAYS. ATTACH (2) 2x8 O" :.•. !�� - SYP #2 P.T. HEADER TO MASONRY 5'-0" 5'-0" 8R30-16/17 MORE INFO , WALL W/ SIMPSON HU28-2 OR HUC28-2 - _ P 8F32-16/17 1-1/2" CLEAR HANGER @ EA. END. USING (14) 1/4 F F R 8R30-OB/1T _ f �� H loor DIA. x 2 3/4 TAPCONS & (6) 10d NAILS 0 -1 INTO HEADER. NAIL EACH PLY AND _ #5 REBAR AT TOP MIN. (1) REQ'D EACH ADDITIONAL HEADER PLY W/ (2) O 8F32 -OB/1T U � ROWS OF 10d NAILS STAGGERED @ 6" Q z C.M.U. O.C. AND MIN. 2" FROM ENDS. 8F38 -16/17 O l- O 8F12 -1B/1T Z DOOR OR WINDOW OPENING T;, .�:t: MAX 4'_0" REFER TO DESIGN O 8F40 -OB/1T 7-5/8� ACU INLINTEL(VARIOS) REINFORCING PROVIDED PLANS FOR REQUIRED Ow 8F8 -OB/1T 8" NOMINAL WIDTH IN -FILL FRAMING DIMENSIONS xO 8F40 -16/17 UNFILLED fiDO�LINTEL W/ TRANSOM DETAIL SAFE LOAD TABLE NOTES 3/4"=1'-0" 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED X-0" LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL O 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 EOI 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 16'-0" SUPPORT. O8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. lAlA I I I �r�nlM REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) M GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE `• NO -SHEAR WALL T OPENING "Do' TYPI AL SHEAR WA L SEGMENT "p„ #3 17/8 41/4 15 21/4 41/4 91/4 24 #4 REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) M GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE "A" „B„ Tot l7r "Do' "A" „B„ „ C" "p„ #3 17/8 41/4 15 21/4 41/4 91/4 24 #4 21/2 55/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 1113/4 25 33/4 7 1151/2 40 #6 33/4 81/16 14 30 41/2 81/16 18 1/2 48 #7 43/8 9 13/16 16 1/2 35 51/4 9 13/16 213/4 56 i' � j i i U 8 Z ° > z 8 Z z z _I (D i i W '^` --Lu ' ca W O -ion co r� E ' Q - N 6 1— Z O a c� O FQ J Joo - 7 > I.._ W i W Z -1 cnaaro 8 _I Q=00¢vf0 > J Z °z�ZWz E Q a w x 0 F-' U �O�ga 1 W Q W M I Lu E- wuo z O � 0 m ti Z N O cM ' LL > O i J � nn i 0 W LL �3 i 2 m Imo- 11 0 -1 F- LL 1 O 0 JUZU Y M W a 0- z 1 Zd?-.100) WO UJ wa0W� N i i STRUCTURAL ENG: RMG i DRAFTING: STRUCT: MB i QC CHECK: CC JOB No. DWH-0205485 i SCALE: AS INDICATED DATE: 06-20-18 i S 4 M •. . 0 u- i �� s J o o . Z U N •z w ct•Q-Q W U o ¢ Oi z -� I1 •••• o •� c Z �� V •••....• • ♦♦� Q p Ix m LL i' � j i i U 8 Z ° > z 8 Z z z _I (D i i W '^` --Lu ' ca W O -ion co r� E ' Q - N 6 1— Z O a c� O FQ J Joo - 7 > I.._ W i W Z -1 cnaaro 8 _I Q=00¢vf0 > J Z °z�ZWz E Q a w x 0 F-' U �O�ga 1 W Q W M I Lu E- wuo z O � 0 m ti Z N O cM ' LL > O i J � nn i 0 W LL �3 i 2 m Imo- 11 0 -1 F- LL 1 O 0 JUZU Y M W a 0- z 1 Zd?-.100) WO UJ wa0W� N i i STRUCTURAL ENG: RMG i DRAFTING: STRUCT: MB i QC CHECK: CC JOB No. DWH-0205485 i SCALE: AS INDICATED DATE: 06-20-18 i S 4 U U 0 A � /� z �. * b�� M 8 0 a1 Z w 00 !v LL �VjZY 0 6 ., U a o� Q� 0�Co y O O� J �J Z '� o^o 0 T Q V 2 �� z ° v, : O` o J N S1 B3.5X11.25 S1 O Q •��•• �` Z ��6' "1"'.09094 Z TOP p TOP @ 9'-4" A.F.F. p D - F01 LU— O� ® � F10 DO J LL D _j Lu W nT" Z Nps E ca W05,,n Q � N� 0 MF O p 0 � ♦♦nn c� W G C9 z ( � m LL ° 'y _ HUC416 BEAM TO CMU III F02 S1 W/ (26) 1/4" x 2-3/4"D O W Q - TAPCONS & (12) 10d z -� f'- 0 0 v p 0 < Lu o z S1 U COMMON NAILSIII F02 L Z z a Y zo E o U F� 63.5x16; TOP III F02 w W W W o C7 z D FO W = Ia— LL Z U U 0 S1 F02 p � D V z III F02 p z N 4 M III Q M B2X12 Q Q 0 - — — — F09 _ LJ.I TOP @ 9'-4" A.F.F. ■ ■ ■ o W O LL O BEAM SCHEDULE 62X12, TOP.. D � o@ 9'-4" A.F.F. ...I z W W Q 1 O p-1~Ow z J z J U Z V J LL Y M — Ce w�paw ' za t w 0 LU W 2 < 0 LU w 0� CL C4 — z O W O STRUCTURAL ENG: RMG DRAFTING: U w -STRUCT: MB QC CHECK: CC V LL LL LL LL LL LL LL LL LL LL LL LL LL WO JOB No. DWH-0205485 U Q SCALE: AS INDICATED DATE: 06-20-18 FIRST FLOOR FRAMING PLAN Z NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGENDS5 O z 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 s1 I n j O D III0 II a a VIII s1 w II D U 1111 W � ISI � U U 0 A � O 8 0 a1 Z S1 BW1 F01 BW1 DO z D SD1 O 6 ., U a o� - 2x6 F01 O L z FO BW1 ST a I L O QUDS Z D - F01 LU— O� ® � F10 DO J LL D _j Lu S1 III F02 III SD1 Z Nps E ca W05,,n Q � N� p 0 � ♦♦nn c� W G C9 z ( � m LL ° 'y _ HUC416 BEAM TO CMU III F02 S1 W/ (26) 1/4" x 2-3/4"D O W Q - TAPCONS & (12) 10d z -� f'- 0 0 v p 0 < Lu o z COMMON NAILSIII F02 L Z z a Y zo E o U F� 63.5x16; TOP III F02 w W W W o @ 9'-4" A.F.F. III ® ■ F=- = Ia— LL Z U U 0 S1 F02 m D V z III F02 p z N 4 M III Q M F02 Q - LCL Q IFn2 - — — — F09 _ LJ.I BEAM TO BEAM S1 S1 F06 U) HANGER PER D O W O LL O BEAM SCHEDULE 62X12, TOP.. D � o@ 9'-4" A.F.F. ...I z W W Q o p-1~Ow z J z J U Z V z Y M — Ce w�paw ' za t w 0 LU o < 0 LU w 0� CL C4 — z O W O STRUCTURAL ENG: RMG DRAFTING: U w -STRUCT: MB QC CHECK: CC V JOB No. DWH-0205485 U Q SCALE: AS INDICATED DATE: 06-20-18 FIRST FLOOR FRAMING PLAN Z NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGENDS5 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. BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 SPACING SPECIES (pIf) O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN (3)12d (3)12d OK (2)2X8 SYP #2 BUILT UP STUD COLUMN BW7 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER SHEET. NAILS NAILS UPLIFT COVER SHEET. BW2 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 pIf -1 PT. O5-1/4"x7" COVER SHEET. D 10d x 12" NAILS 10d x 12" NAILS SHEET. 3 . BW4 O3 SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID-SPAN STANDARD COLUMN NOTES 12" 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 WMIN. 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. 7" EMBEDMENT NAILS NAILS 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 pIf MID -SPAN BW6 12" SPF SP4 W//(6) SP4 W/(6) 760 pIf 3rd. aMGT 12" EMBEDMENT FRAME TO CMU 10d x 12 NAILS 10d x 12" NAILS Q PT. BW7 16„ SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID - SPAN TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET NAILS NAILS 6280 ON MASONRY: (2) SIMP. MSTAM24 BW8 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664 pIf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 10d x 12" NAILS 10d x 12" NAILS 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 UPLIFT 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 NAILS NAILS LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 pIf MID -SPAN BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 pIf 3rd. PT. COLUMN TO FTG. 3640 4235 10d x 12" NAILS 10d x 12" NAILS BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 280 pIf MID -SPAN (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 @ 32"o.c. @ 32"o.c. MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU BW14 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 380 pIf MID -SPAN 23 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME @ 24"o.c. @ 24"o.c. z INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD BEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8INSTEAD 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 s 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 1S TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE qO (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN OK (2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN (2)META16 OR (2)META20 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER SHEET. B2x10 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x5-1/4" COVER SHEET. (1)ply 1985 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER SHEET. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER SHEET. 3 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. D ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. 1450 1/2" X 117/8" 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 WMIN. 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & e" EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" 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"x2" 2 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113"x 28' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG SIMPSON CONNECTOR TYPE VALUES VALUESSPF(Ib) TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(8) 10dx12' NAILS OR META20 w/(8) B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)a"x2a� 1� 10d x 12" NAILS. AT PARALLEL TRUSS CONDITIONS USE FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 LTA2 w/(10) 10d x 12" NAILS @ 24" O.C. U.N.O. (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25x11.25 (3)1.75"x11.25" LVL (2)META16 OR (2)META20 H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 NAILS & (18)4"x24" TAPCONS (2)ply TRUSS (14) 16d x 12" NAILS 4'-0" TO 7'-11" (2)ply 1900 (2)ply 1900 8'-0" TO 9'-11" H10A w/(18)10d x 12" NAILS OR 3 H10A 1015 H10A 1140 4 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 D HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR MSTA18 (2)HTS20 w/(24)10d x 12" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS 12 w/(14)10d x 12" NAILS TO POST: SIMP. HTS20 OR MSTA18 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 (2)1.75"x11.875" LVL w/(22)10d 8" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. NAILS & (18)4'x24" TAPCONS aMGT 12" EMBEDMENT FRAME TO CMU 3140 3140 Q HTT4 w/(18)16d x 22" NAILS & 8" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 3640 4235 EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 ON MASONRY: (2) SIMP. MSTAM24 EPDXY MIN. 5" EMBEDMENT TO POST: (2) SIMP. HTS20 OR MSTA18 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 Efl LTT20B w/(10) 10d NAILS & e" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR EPDXY MIN. 7" EMBEDMENT CMU 1290 1500 HTT4 w/(18) 16d x 22" NAILS w/§8" EPDXY ANCHOR w/SIMP. SET 19 EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 23 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 z INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. LTA2's @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED 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 IST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)a"x2a� H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25x11.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d SEE PLAN FOR WALL WIDTH JACKS @ EA END KINGS @ EA. END PLATE NAILS & (18)4"x24" TAPCONS 1 4'-0" TO 7'-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR MSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & U (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 W " 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 D ON MASONRY: (2) SIMP. MSTAM24 63.5x20 (2) 1.75"x20" LVL U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE - ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.25x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF & EXT. WALL NAILING SHEATHING NOTES ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.G. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES LLC. An duplication, or transfer of these Y use p � documents without the expressed, written consent of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. I J a ,`��I111111111/� rn � W v •••••••••••••• 00 W o L�`�.•• ••`� W i i - A• i�� -� Z zr O O. �V °D O� Z J •) �� O� W Q z •. 5' ` o O . z Uj co LL lltltl STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205485 I SCALE: AS INDICATED DATE: 06-20-18 i S i 5.1 co O Z t 0 O U W D W 8 � o ' ` v Uzi z W z� _c z0 z z O W W U� od _Y W Wz5.,E F- cn�g (Y' -^^VV// J Z W VJ _z°�� ~ J ��m��o N NRO>:o 8 J W a=o°av� ZDzLuzE F_ Z 0U z Lu E Q¢wxoLL F- O W of O W W Z Q �LL WM = z OVo U) O m ti zN O M F- LL LU W O LL J z WW�(a m 11 2QO_j JVZU �d M wv_OW - F- LU a. 1 z WC)W�t� 0 IYa0Wo�N IT'LL STRUCTURAL ENG: RMG DRAFTING: -STRUCT: MB QC CHECK: CC JOB No. DWH-0205485 I SCALE: AS INDICATED DATE: 06-20-18 i S i 5.1 co O Z EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING SPACING . INTERIOR ZONE END ZONE 8'_0" 16" O.C. MAX 16" O.C. MAX 9'-0" 16" O.C. MAX 16" O.C. MAX 9-4 16" O.C. MAX 16" O.C. MAX 10'-0" 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR``0%J111fill,.��' REQUIRED STUD SPACING. �� * Y;�% % u.i v 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS o �� (i•,,.••.,,,��. �� f� & NAILING PATTERN. W ��••.',\ '•.t�j2 f W 00 - 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE' ,� 0 p� J _ _3Z NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF ti- `?. W C Q: Q Q SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN W :U o . Zp �l H2x6 CONTINUOUS HEADER 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR 2�-5 z � � W Z y H2x6 ,` REVIEW OF EXTERIOR STUDS z0 �•• •' �� Z 3. IF WALL IS MIN. SPF # /#2 ME 6' O.C.ITH 2x6 STUDS OR LARGER, U.N.O. ON FRAMING PLANS ARE TO BE Q �i��8 * • pRp�•• } 0 —� Ln r> ` U U U U U U 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. _ ��1111111111�� ' _ H - Cil = _ = ATTACH COLUMN TO HEADER = = = Cil w 0 & COLUMN TO BOTTOM PLATE C O CJ3 w/ (2) SIMPSON A34 CJ3 z ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B o W WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) - OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. Q m d Q 0 O J w w H LL O U) z O z O O a � W = U O W O m w a 2 — O U ; W IY M lyW � V o a R � a 4 EwB S SD4 CJ5 Al ATTACH COLUMN TO III Q m m HEADER & COLUMNw o Al w CJ5 w A5A /A4 A3 A2 SO4 SD4 B 4 (2) SIMPSON A34 z 0 ill 0U –G z WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) - OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. Q m d Q 0 O J w w H LL O U) z O z O O a � W = U O W O m w a 2 — O U ; W IY M lyW � V o a R � a III � Al ATTACH COLUMN TO III Q m m HEADER & COLUMNw o Al TO BOTTOM PLATE w/ 1:III J (2) SIMPSON A34 z ill 0U –G z LU A 4 9 PF71 B1 0 III Qm III x 04A3 Cil 3 a. v Z Z 0 WALL LEGEND 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) - OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. Q m d Q 0 O J w w H LL O U) z O z O O a � W = U O W O m w a 2 — O U ; W IY M lyW � V o a R � a EJ3 p M 8 o m m Q o z LU 61 J Uz ,y EJ3 55 –G z LU A 4 9 PF71 B1 0 [� Qm Cil 3 a. v Z Z 0 71Ui V5� U q'_ M Lu U B1A °a o LL IOW—Zt�=nv�E z ~� Z III N � LL 0 a -UJ- y W N m 63 0 W V— J ¢00WA xOQ"' o Q.. O Z z=)zwz E Q a W Y OO ag4 U O W �otg 0 � LL LO 3 A o I I W w B5D1 W wWc � 3: C/) � �- -ATTACH COLUMN TO HEADER M m CJ3 I & COLUMN TO BOTTOM PLATE A 3 w W/ (2) SIMPSON A34 B z wI o z N Cil ( _ 7 _ _ _ Q M N (� �? — C _ Z ...� P U. Q vv --- --- B8 w H2x6 O J W 0OL G H2x6 CONTINUOUS HEADER GEO z 0 3 _ D z Q W W U) - O J Q J O q 3:Z W 0 w W (.) s O wV°'a 1 z a _j a_ o0-' W a��C4 z c� W D STRUCTURAL ENG: RMG DRAFTING: U) W -STRUCT: MB QC CHECK: CC U 0 W JOB No. DWH-0205485 C0 Q SCALE: AS INDICATED DATE: 06-20-18 z ROOF FRAMING PLAN NOTE. SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND w 1/4"= 1 I -oil S5.2 _ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ALTERNATE CONNECTIONS I.L.O. J -BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" 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 i 2x6xl2 P.T_ SYP #2 CENTER BUCK co •I 1/2" J -BOLT W! 5 1/2" EMBED. (1) #5 IN TIE BEAM 1 1/2" 2x P.T. SYP #2 NAILER /+1\ H.. T^M MI ATr IA// kL1 LA I Vr r- L^ I L VV/ - - (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi PRE -CAST LINTEL PER CONC. W/(1) #5 REBAR CONT. PLAN STD HOOK 2x PT STUD OR ALTERNATE 1x PT OPENING FURRING TO CMU W/ 2x FRAMING PER WATERPROOFING BY (1) #5 BAR IN PRECAST MIN. OF OPENING W/ (1) 1/4"x2-3/4" PLAN BUILDER/ OTHERS LINTEL 4" MIN. FROM TAPCONS @ 24" O.C. & �4 WINDOW/DOOR • 11 P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 3/16" x 2 1/4" 1 1>11 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16" x 3 1/4" 12" O.C. 1 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 12" O.C. 1----2-1 iUL ' . FACE OF CMU 4 FROM ENDS TYPICAL FILLED CELL OPENING SIZE AND NOTES: W/ 3000 psi CONC. LOCATION PER PLAN (2) #5's VERTICAL INTANCHOR NOT PERMITTED TO BE (TYP).1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF w GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE • �I MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE SEE FRAMING PLAN FOR REQ'D LOCATIONS > g WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BEARING WALL LOCATIONS. MASONRY WALL PER OF BUCK. �� ENTIRE COLUMN TO a BUCK, EA. SIDE OF OPENING. FIRST ANCHOR SEE BEARING WALL CMU WALL AS REQ'D PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR BE GROUT FILLED w (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" PER PLAN EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO _j co BELOW TOP OF BUCK. SPACE REMAINING ANCHORS STRUCTURE BY OTHERS IN THIS CASE. Q U.N.O.LL: CONNECTIONS, STUD P.T. BUCKS PER • (1) #5 VERTICAL INPT /@24" O.C. MAX SPACING AND BLOCKING (4) EQ. SPACED -1" TITEN HD ANCHORS W/ 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO `�� j1 �i, M NOTE: CONTRACTOR TO VERIFY SCHEDULE J% GROUT FILLED CELL IF - w�� EXISTING 2x BUCKED OPENING USE 3 ROWS OF 10d x 3" NAILS �` .••"•••••• �� w ( BUCK TO CMU ATTACHMENT REQUIREMENTS MIN. 1 EMBEDMENT FOR HOLLOW O q �. v�.• •.• �. a J.` REQ'D PER PLAN f- ¢ BLOCK OR 3 1/2" EMBEDMENT FOR SOLID STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. - Z` • •.�2 : � o0 4 'hLOCATIONS PER GARAGE DOOR I w : sir rn ,� 6-; ,w • < ¢ j MFR.'S WRITTEN SPECIFICATIONS BLOCK. MAX. 6" FROM TOP AND BOTTOM MAX. 2 PLIES OVER INITIAL P.T. BUCK. O O J ^�1 Z N O O L` a� OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME t w T w CC* Q NOTE: SEE MD08 ON w > Q 45 DEG. BEVEL CUT FROM TOP AND BOTTOM AND 12" O.C. OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS U o O; Z �Q U LINTEL PLAN . • 0 m Q 2x6 P.T. SYP #2 BUCK BETWEEN (FASTENING) ARE MET. N 2a. •.�Z ' Q Z • m Q — ¢ END, 1 1/2" ABOVE 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID z '�� 6'••••• •. 5 `� W p "_� i C7 GARAGE F.F., EA. SIDE PT BASE PLATE GROUTED CMU. p/�� •su Z SECTION OF OPENING 6. WINDOW OR DOOR INSTALLATION BY OTHERS w ��''I/1/►tllp��O ` ` Q fil]10*�VERTICAL REINFORCEMENT DETAIL fiDO�\GARAGE BUCK DETAIL (MAX. DO BEARING/ SHEARWALL CONNECTION TO CMU fi!D6�2x BUCK DETAIL 00 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 H A J O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL B H A O DOUBLE TOP PLATE i K C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B O RAFTER E JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` C STRUCTURAL SHEATHING PER PLAN AND ROOF G FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED E RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED G FO1 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 POWERS STEEL SILL - TYP. @ ALL WINDOWS u E c EXT FINISH PER PLAN < U E,. MAIN FLOOR F ELEV 0'-0" CONC. SLAB - '.�.' ; C _ VERTREINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO u MASONRY WALL PER PLAN F c SEE FOUNDATION DETAILS FOR FTG INFO u < f U c S01 TYPICAL ONE STORY CMU WALL SECTION I� WMR & ASSOCIATES, LLC is strictly prohibited. 0 3/4"=1'-0" 3 F 1/2 =1-0 1/2 =1-0 3/4 =1-0' 1/2 =1-0 u C W C C � NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL PRECAST LINTEL PER P.T. @ TOP TO ALLOW �' SEE TYPICAL HEADER TYP. TRUSS TO FRAME SHEATHING PLAN CONT. 2x4 BLOCKING 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR i TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME _ AROUND CURVE. MIN. ADDITONAL' i CONNECTION PER STD. CONNECTOR CONNECTION PER a 2 TAPCON ANCHORS �•. INFORMATION c- U< STD. CONNECTOR NOTES 1 1 STD. CONNECTOR < MASONRY WALL PER 2x8 �.: ( HEADER CAN BE NOTES i .j FRAME OUT TO BLOCK W NOTES 0 SEE PLAN p Lu wo~ j E 06 1-Zoi�� 8 c - 0 Q Z N Ci C, 'r Z UO O ~JJ-� EITHER UPSET OR DOWNSET) W (2) 2x PLATE EDGE AS REQ'D FRAME OUT TO BLOCK C 0v LJ F- �M Uj Eo QaRO vOWg� jr [L FRAME OUT TO BLOCK Q W - EDGE u 2x8 W/ 2 16d TOE O LL F- o O : In 2x BLK'G. TO O.S.B. W/ O � EDGE AS REQ'D N u NAILS EA. END O M ARCH PER ELEV (2) - 8d EACH END a 2x W! (2) 16d TOE NAILS LAST STUD OF F W LL EACH END J Z LAST STUD OF W u 2x SPF CONT. Cjj 11 0 HEADER PER �' LAST STUD OF KNEE WALL 2_50 KNEE WALL JOINING ( KNEE WALL JOINING (2) 2x TOP PLATE o BLOCKING ATTACH TO U U LOCATION Q JOINING UP TO MAIN HOUSE ( UP TO MAIN HOUSE ~CL IL UP TO MAIN HOUSE z 2x #2 SYP SEE PLAN C 7/16" OSB W/ (2) 8d W 0 W ' V - END VIEW W/ CMU °�<0LU (3) 16d COMMON NAILS WALLS SHALL BE ATTACHED (2) 2x TOP PLATE WALLS SHALL BE ATTACHED TO MIN. I (0) 2x #2 SYP SEE PLAN WALLS SHALL I FOR BEAM SIZE (ONLY F NAILS j STRUCTURAL ENG: RMG (TYP.) TO MIN. (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT FOR BEAM SIZE MI ATTACHED TO MIN. I IF OPENING PROVIDED 7/16" OSB EA. SIDE, W! j QC CHECK: HEADER (SEE PLAN) CC WALL STUDS W/ (2)-16d NAILS I JOB No. i WALL STUDS W1 i (2) 2x FULL HEIGHT WALL STUDS W/ PER PLAN I ) o o 6d NAILS @ 16" O.C. TO DATE: 06-20-18 i SD1 @ 12 O.C. (2)-16d NAILS @ 12" (2)-16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL p SIDE & TOP NAILER j O.C. O.C. W/ STUDS @ 16" O.C. u 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN ( 2 1/2" W/ STRUCTURAL F BLOCKING ATTACH TO WITH STUDS @ 16" O.C. W1 FOR BEAM SIZE I 1/2" x 8" ANCHOR BOLT I SHEATHING FROM C 7/16" O.S.B. EA. SIDE 7/16" OSB W/ (2) 8d STRUCTURAL SHEATHING I MIN. 2x4 SPF #2 KNEE I OR TITEN HD @ 32" I TOP OF WALL TO NAILS ON BOTH SIDES FROM TOP I BUILDER FRAME WALL WITH STUDS @ O.C. & 6" FROM EACH BOTTOM OF WALL. 2x BUCK PER DETAIL 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REQ'D 16" O.C. W/ END ATTACHED PERr77 F ? MD04/SD1 ARCH PER ELEV (2) - 8d EACH END W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER i STRUCTURAL Lil 2xPT BOTTOM NAILING SCHEDULE TO SIDE &TOP NAILER NAILING SCHEDULE I SHEATHING ON BOTH•` PLATE OTHERWISE SP2 CLIPS OTHERWISE SP2 CLIPS SIDES FROM TOP OF BUILDER FRAME PRECAST LINTEL OR •' EACH STUD TO BEAM o 2x BUCKS, EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF RADIUS AS REQ'D KNOCKOUT COURSE ABOVE AND SPI CLIPS END VIEW W/ WOOD PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER EACH STUD TO c STUD TO BOTTOM PLATE NAILING SCHEDULE MASONRY WALL BOTTOM PLATE < fiF0 ARCH WINDOW FRAMING DETAILS fiF0 KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL o 3/4"=1'-0" 3/4"=1'-0" 3/4'1=1'-011 u 3/4"=1'-011 a PRE-ENGINEERED TRUSSES PER PLAN @ 12 (TYP) SEE ELEV. SEE GE01/SD3 FOR 8d NAILS @ 4" O.C. SEE GE02/SD3 R C 24" O. C. MAX. DOUBLE 2x TOP PLATE OUTLOOKER OR SHEATHING CONY. FRAME OR OUTLOOKER OR SHEATHING TYP. TRUSS TO FRAMEIF REQ'D, PROVIDE CANTILEVER VALLEY TRUSSES PER FPLAN CANTILEVER 8d NAILS @ 4" O.C. C CONNECTION PER STD CLOSURE WALL w/ VALLEY TRUSS CONV. FRAME OR CONNECTION NOTESVALLEY SINGLE TOP AND BASE TRUSSES PER C PLATE w/ (2) 16d NAILS PLAN o EXT. SHEATHING ATTACHED �� TO TRUSS. STUDS @ GABLE TRUSS EXT. SHEATHING; PER NAILING SCHEDULE FROM 24" O.C. &EXT. ATTACH PER NAILING TOP OF KNEEWALL TO BOTTOM SHEATHING INSTALLED EXT. SHEATHING; SCHEDULE OR SP2 CLIPS AT TOP AND SPI I PER NAILING PATTERN ATTACH PER CONT. PLYWOOD PRE-ENG.TRUSS PER CLIPS AT BASE ARE REQ'D. I A NAILING SCHEDULE ROOF SHEATHING PER PLAN, 24" O.C. MAX U NAILING SCHEDULE [ - (2) 16d NAILS TO EA. OR OPT. 2x4 BLOCKING ROOFING MATERIAL < COMMON TRUSS PERP. TO EA. VALLEY PER ARCHS 2x BLOCKING CRICKET AS REQUIRED TRUSS NAILED TO SEE FRAMING PLAN C MIN 2x4 STUDS @ 16" SIMPSON LTA2 @ 4'-0" TRUSS BELOW @ 24" W/ (2) 16d NAILS FOR CONNECTION C O/C MAIN SPAN ROOF O.C. GABLE TRUSS TO P TYP. INFO C 2x P.T. PLATE TRUSS MASONRY MAIN SPAN ROOF SEE ELEVATION C TOP KNOCK OUT TRUSSATTACH TRUSS TO TOP OF MASONRY - U 1/2" x 8" A.B. OR TITEN HD 32" @ COURSE W/ (1) #5 .: UPLIFT CONNECTOR TRUSS BELOW USING • MAIN SPAN ROOF .. F O.C. & 6" FROM EA. END, CONT. (SEE SCHEDULE) (3) 16d NAILS TRUSS •• SEE ARCH PLANS FOR F CENTER ON BASE PLATE • UPLIFT CONNECTOR OVERHANG INFO UPLIFT CONNECTOR MASONRY WALL PER 2x BLOCKING W/ (3) 12d (SEE SCHEDULE) APA: (SEE SCHEDULE) PIANu TOE NAILED @ EA. END TOP KNOCK OUT CONNECTON TO WALL MASONRY WALL SHOWN, SEE PLAN RE. ELEV. < COURSE W/ (1) #5 MASONRY WALL PER CONNECTON TO TRUSS FOR WOOD OR FOR O.H. o . CONT. EL PLAN MASONRY- TYP. SINGLE TIE -BEAM C #5 CONT. ` F1 KNEEWALL ABOVE MASONRY WALL rGEO�GABLE END AT VALLEY FRAMING GRouT 111=1'-0" 3/4"=1'-0" u U) w u C 2x STUDS @ 16" O.C. FOR KNEE WALL Q C O WINDOW PER > F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN \ O ROOF SHEATHING FOR STRAP C CONT. ROOF SHEATHING NAIL PER PLAN F C PRECAST CONC. OR 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 H A J O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL B H A O DOUBLE TOP PLATE i K C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B O RAFTER E JOCOMMON TRUSS PER PLAN OR CONV. FRAMING w/ ` C STRUCTURAL SHEATHING PER PLAN AND ROOF G FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED E RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED G FO1 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 POWERS STEEL SILL - TYP. @ ALL WINDOWS u E c EXT FINISH PER PLAN < U E,. MAIN FLOOR F ELEV 0'-0" CONC. SLAB - '.�.' ; C _ VERTREINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO u MASONRY WALL PER PLAN F c SEE FOUNDATION DETAILS FOR FTG INFO u < f U c S01 TYPICAL ONE STORY CMU WALL SECTION I� WMR & ASSOCIATES, LLC is strictly prohibited. 0 3/4"=1'-0" 3 F W C � i U i > Q c- U< Qm 1 1 i .j W p Lu wo~ j E 06 1-Zoi�� 8 c - 0 Q Z N Ci C, 'r Z UO O ~JJ-� - W F- m LL N W _j cn�o}no 8 Q�=0a�J 0v LJ F- �M Uj Eo QaRO vOWg� jr [L LU Q W - _ 1 W LL F- o O : In O � � M m ti N O M a U. LU W LL J Z W W ti Cjj 11 0 _1L 2_50 W U U Y Q Uj W ~CL IL z a. W 0 W ' V //nn V °�<0LU � — �aO�LLN _ j STRUCTURAL ENG: RMG DRAFTING: i-STRUCT: MB j QC CHECK: CC JOB No. i DWH-0205485 SCALE: AS INDICATED DATE: 06-20-18 i SD1 WHERE O.H. IS > V-0", DROP GABLES SIMPSON HGA10 @ 48" SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. O.C. O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ (3) 12d TOENAILS. CONNECT TO O.H. SIZE SHEATHING NOT REQ'D SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS DROP GABLE WITH H2.5 CLIP. MAX TO BE CONT. @ THE TO BE CONT. @ THE REQ'D) 2'-0" O.H.. TRANSITION FROM TRANSITION FROM BEAM TO GABLE WALL TO GABLE TRUSS TRUSS \ CONT. 2x4 2x4 BLOCKS, (2) 16d DOUBLE 2x TOP PLATE \ 2x4 DIAGONAL BRACE NAILS @ EA. END. - BLOCK ADJ. BAYS @ @ 48" O.C. TO 3RD BAY EA.DIAG. AS SHOWN. SHEATHING PER PLAN FASTEN SIDE WALL \ REQ'D w/ FASTEN O (5) 16d NAILS BEAM PER PLAN SHEATHING PER PLAN. \ STRONGBACK, SEE SHEATHING TO CHART 1'-0" MAX PLYWOOD CANT. O.H. BRACE TO \ BLOCKS w/8d NAILS SEE ELEV. FOR EXT. SHEATHING, BLOCKING \ GABLE BRACING (+) @ 6" O.C. O.H. SIZE SIMPSON H10A SIMPSON H10A ATTACH PER PLAN SEE CHART WHERE O.H. IS > V-0", DIAGONAL TO BEAM DIAGONAL TO TOP _DROP END GABLE w/ PLATE OUTLOOKERS @ 24" Q \ PROVIDE 2x4 BRACE CD O.C. TO RUN BACK TO z ``�X%111111111/1�� W M �+ q TO EA. ADJ. DIAG. STRONGBACK IF 1ST COMMON TRUSS w �� 4, ' ' BEAM CONNECTION FRAME WALL CONNECTION FASTEN TO DIAG. REQ'D PER WITH (3) 12d TOENAILS. in`�� `� i��` 4. o0 00 w/ 2 16d NAILS. w ,� • �•�.......,•�••/0 0 O CHART -FGABLE WITH 50CLIP. � Qom"; � w 6-x:2 � � Z N REQ'D GABLE END "L" AND/OR "T" Q O O: _ GABLE BRACING @ _ MAX 2'-0" O.H. � o s • J = Q U BRACING STRONG BACK PER GABLE 48" O.C. NOT REQ'D A GABLE END o- W w m cc: Z Q END BRACING CHART SHEATHING V d O. = Z Z6.' `n ` cj 6' FROM EAVES z v. O LLI r 2x4 SYP #2 TOP CHORD BRACING FLANEN PER CONT. 2x4 -y '. •.• Q [C @ 16" O.C. MIN (2) TRUSS BAYS o iii 8 �'••....•• O BACK FROM GABLE END (MIN. 48")n n w �I�� jr �� L CONTRACTOR TO FIELD VERIFY WHICH GABLE END 2x4'S @ 24 O.C. _ /� '�` • �� m (5) 16d NAILS BRACE CONDITION IS REQUIRED.CONTACT EOR A23 DIAGONAL TO TRUSS PER TO BLOCKINGGABLE ENDCID FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. w OVIDE 2 4 BRACE SHEATHING FASTEN 0 GABLE BRACING CHART H CHORD. REFER TO UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H67'-0" (1) 2x4 BRACE SIMPSON A23 @ EACH GE02 FOR REQ'D 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:6 18'-8" MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. FOR NAILING BEAM @ 16" O.C., IF REQ'D W/ (4) STRONGBACK TO SEE CHART. CLEARANCE BETWEEN 1/2" J -BOLTS w/ 2x4 SYP #2 BOTTOM ~ EA. FACE OR (3) ROWS TRUSS PER PLAN W/ (2) 12d END NAILS INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16" SPAN 2'-0") w/ (2) 16d PLYWOOD (2)16d NAILS PLT. TO AND CENTERLINE OF 01 EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM DIAGONAL SHEATHING & C J -BOLT EACH END AND 32" ATTACHMENT W/ (3) PER PLAN NAILING PER i SPLICE AS REQ'D p O.C. MAX. 0 10d TOENAILS EA. END w w PLAN SHALL c TIE BEAM COURSE w/ TOP AND BOTTOM 2x4 #2 SYP ATTACH JAMB STUDS MIN. (2) TRUSS BAYS m RUN CONT. ACROSS GABLE INTO BLOCKING, (4) 8d 2x8 P.T. PLATE, CANT. ¢ M BACK FROM GABLE J -j TO BOTTOM OF (2) 16d TOE NAILS FOR CLG. NAILING w v END (MIN. 48") � FALSE BEAM. 10d COMMON NAILS @ SURFACE ', o m 2x TOP PLATE TO U ATTACHED PER OUTLOOKER PROVIDE 16d NAILS O GABLE END W/ 12d END NAILS TO TRUSS NAILING GABLE END TRUSS TO * _ NAILS @ 6" O.C. 6 O.C. SCHEDULE i GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H67'-0" (1) 2x4 BRACE 7'-0" < H:6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < H614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H:6 18'-8" STRONGBACK W/ (2) 2x4 BRACE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE (1) A23 FROM 2x4 BRACE IF REQ'D FN TO EA. ADJ. DIAG. 2x6 lodCOMMON NAILS @ 8" O.C. 6' FROM EAVES: TRUSS PER PLAN > O PER PLAN OU < PROVIDE 2x BLOCKING 2x4 #2 SYP P.T. M LSTA30 HEADER TO SP4 TOP OF CRIPPLE AT OUTLOOKER (MAX. STRAP LOCATION FOR NAILING BEAM @ 16" O.C., IF REQ'D W/ (4) STRONGBACK TO SEE CHART. (2) ROWS 12d NAILS ROOF SHEATHING PER FASTEN TO DIAG.w/(2) ~ EA. FACE OR (3) ROWS TRUSS PER PLAN W/ (2) 12d END NAILS Z E PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX (2)16d NAILS PLT. TO @ EACH END EACH END.AT 24" O.C. 10d NAILS @ EA. TRUSS BRACE DIAGONAL END NAILS EA. END C SEE PLAN FOR a 16d NAILS. PER PLAN STUDS U.N.O. i SPLICE AS REQ'D p W TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS c TIE BEAM COURSE w/ TOP AND BOTTOM 2x4 #2 SYP ATTACH JAMB STUDS TO STUD) PER WF08/SD3 SUPPORT AND TIE w INTO BLOCKING, (4) 8d SEE GABLE C ATTACHED TO FTGUSING ATTACH JAMB STUDS 2x FASCIA w (2) 16d :. (2) 16d TOE NAILS NAILS INTO TOP PLATE F - ATTACHED TO FTG BASE PLATE &WALL CMU WALL OR LINTEL (1) #5 CONT. BLOCKING MIN. 2x4 SYP #2 STUDS @ 16 O.C. 10d COMMON NAILS @ \ W/ 7" MIN EMBED. & 2" DOWN OF JACK _ U OPENING PLATE &WALL OUTLOOKER CONNECTION DETAIL MUST BE 7" BELOW 7" MIN EMBED PER BRG END NAILS TO TRUSS WALL SCHEDULE. AT SIMPSON H10A DIAG. co Q SIMPSON LTA2 BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN 6 O.C. i TRUSSES ~ PROVIDE BLOCKING O BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d con (n��}o 8 W <0Owa FOR REQ'D 1'-9" MAX. HOLD WALL 3-1/2" MASONRY WALL OR (10) 10d NAILS AND NAILS @EACH WEB z��LUz E TO BLOCKING o _> DOWN FOR J BETWEEN TRUSS BAYS Q W 0 EXTERIOR SHEATHING. OUTLOOKER EMBEDMENT OR CONNECTIONS ATTACH PER PLAN w FALSE BEAM 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x GABLE VERTICAL. it a @ 48 O.C. FOR FIRST 3 _ SEE GABLE OIL VARIES 1 W STD CONDITION @ CMU LU LU TO BOTTOM R RAKED DOUBLE TOP SHEATHING PER PLAN ,I 2ND 2x4 BRACE IF . . O 0 SIMPSON DTC (2) 8d 16" O.C. CEILING NAILER AS i 1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING, N REQ'D O.C. AND 6" FROM EA. (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. BASE NOTE: PROVIDE ADDIT'L i END w/ NUT & WASHER TRUSS PER PLAN PLATE LINTEL SEE PLAN PLATE W/ 1/2" x 8" BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ 2x4 ATTACHED TO EA. LL ANCHOR BOLT OR PER HIB -91 &TRUSS 16" O.C. TYP. _ SIDE OF EA. STUD. TITEN HD @ 32" O.C. & S DRAWINGS; CENTERED BETWEEN TRUSS PER PLAN LL.W 6" FROM EACH END GABLE 2x4 BRACE 2x8 #2 SYP PT BASE O NOTA DIAPHRAGM PLATE FRAME AND CMU SEEWALL SPLICE DETAIL VAULTED CONDITION @ CMU CMU WALL PER PLAN FOR REQ'D FLASHING WITH (2) 10d NAILS z GABLE BRACING @ 48" rGE0 GABLE END @ VAULTED CEILING PROVIDE 2x BLOCKING LL 3/4"=1'-0" W END NAILS @ EACH � i O.C. MAX. 45° FROM ti FOR NAILING O i O PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" HORIZONTAL (+/- 100) z EMBEDMENT OR SIMPSON ' 0 STD CONDITION @ FRAME WALL HGAM 10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR J C,) BRACE NOT REQUIRED V EQUAL MAINTAINING MIN. 2" O z C2 r- — Q W EMBEDMENT@ ENDS, LLI V (4)10d NAILS @ EA. TRUSS PER PLAN PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE (1) A23 FROM 2x4 BRACE IF REQ'D 111-- I x- REQ'D, SEE CHART A -A GABLE VERTICAL BRACING (GEO GABLE END BRACING 2x6 lodCOMMON NAILS @ 8" O.C. 6' FROM EAVES: TRUSS PER PLAN > O 2x4 BLOCKING @ EA. < PROVIDE 2x BLOCKING 2x4 #2 SYP P.T. M LSTA30 HEADER TO SP4 TOP OF CRIPPLE AT OUTLOOKER (MAX. STRAP LOCATION FOR NAILING BEAM @ 16" O.C., IF REQ'D W/ (4) STRONGBACK TO SEE CHART. (2) ROWS 12d NAILS ROOF SHEATHING PER O ~ EA. FACE OR (3) ROWS TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED E PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX (2)16d NAILS PLT. TO @ EACH END EACH END.AT 24" O.C. 10d NAILS @ EA. TRUSS BRACE DIAGONAL END NAILS EA. END C SEE PLAN FOR a LSTA30 HEADER TO PER PLAN STUDS U.N.O. i (TYP.) (END NAIL PLTS. TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS c TIE BEAM COURSE w/ TOP AND BOTTOM 2x4 #2 SYP ATTACH JAMB STUDS TO STUD) PER WF08/SD3 SUPPORT AND TIE w INTO BLOCKING, (4) 8d C ATTACHED TO FTGUSING ATTACH JAMB STUDS 2x FASCIA w (2) 16d :. (2) 16d TOE NAILS NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" ATTACHED TO FTG BASE PLATE &WALL CMU WALL OR LINTEL (1) #5 CONT. BLOCKING MIN. 2x4 SYP #2 STUDS @ 16 O.C. 10d COMMON NAILS @ \ W/ 7" MIN EMBED. & 2" DOWN OF JACK _ U OPENING PLATE &WALL OUTLOOKER OPENINGS & 32" O.C. W/ MUST BE 7" BELOW 7" MIN EMBED PER BRG END NAILS TO TRUSS WALL SCHEDULE. AT SIMPSON H2.5(TYP.) SIMPSON LTA2 BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN 6 O.C. i TRUSSES ~ PROVIDE BLOCKING O BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d con (n��}o 8 W <0Owa 1'-9" MAX. HOLD WALL 3-1/2" MASONRY WALL OR (10) 10d NAILS AND NAILS @EACH WEB z��LUz E W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF CMU WALL CONNECTION FRAME DOWN _> DOWN FOR J BETWEEN TRUSS BAYS Q W 0 EXTERIOR SHEATHING. OUTLOOKER EMBEDMENT OR z ATTACH PER PLAN w FALSE BEAM 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x GABLE VERTICAL. . a @ 48 O.C. FOR FIRST 3 _ SEE GABLE OIL VARIES 1 W STD CONDITION @ CMU LU LU TO BOTTOM R RAKED DOUBLE TOP SHEATHING PER PLAN ,I 2ND 2x4 BRACE IF . . F - BAYS WALL PER PLAN - SIMPSON DTC (2) 8d 16" O.C. CEILING NAILER AS i 1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING, N - ***NOTE: REFER TO DETAIL GE02 rGEO) GABLE END @ FLAT CEILING CONNECTIONS (150 MPH EXP. B) BLOCKING @ 16 O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION THIS PAGE FOR GABLE BRACING*** 111-- I x- REQ'D, SEE CHART A -A GABLE VERTICAL BRACING (GEO GABLE END BRACING 2x6 lodCOMMON NAILS @ 8" O.C. PLATE & NAILED TO 2x4 BLOCKING @ EA. < PROVIDE 2x BLOCKING 2x4 #2 SYP P.T. M LSTA30 HEADER TO SP4 TOP OF CRIPPLE AT OUTLOOKER (MAX. STRAP LOCATION FOR NAILING BLOCKING @ 24" O.C. 2x4 BLOCKING 2 12d ( ) (2) ROWS 12d NAILS ROOF SHEATHING PER ROOF SHEATHING EA. FACE OR (3) ROWS TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED E PLAN SPAN 2'-0") w/ (2) 16d 2'-0" MAX (2)16d NAILS PLT. TO @ EACH END EACH END.AT 24" O.C. ROOF SHEATHING END NAILS EA. END C STUD TOP & BOTTOM LSTA30 HEADER TO PER PLAN STUDS U.N.O. i (TYP.) (END NAIL PLTS. TRUSS PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS c OF 12d @ 16" O.C. TO ATTACH JAMB STUDS TO STUD) PER WF08/SD3 2X STUDS TYP. INTO BLOCKING, (4) 8d C ATTACHED TO FTGUSING ATTACH JAMB STUDS 2x FASCIA w (2) 16d :. (2) 16d TOE NAILS NAILS INTO TOP PLATE 2x4 OUTLOOKER @ 24" ATTACHED TO FTG BASE PLATE &WALL END NAILS @ EA. OPENINGS & 32" O.C. � BRACE TO LEDGER W/ 7" MIN EMBED. & 2" O.C. MAX. w/ (2) 16d DOOR WASHER. AT SLAB E OPENING PLATE &WALL OUTLOOKER OPENINGS & 32" O.C. W/ MUST BE 7" BELOW 7" MIN EMBED PER BRG END NAILS TO TRUSS WALL SCHEDULE. AT SIMPSON H2.5(TYP.) SIMPSON LTA2 EMBED MUST BE 7" DOUBLE TOP PLATE i BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d con (n��}o 8 W <0Owa 1'-9" MAX. HOLD WALL 3-1/2" MASONRY WALL OR (10) 10d NAILS AND NAILS @EACH WEB z��LUz E TRUSS PER PLAN _> DOWN FOR LINTEL SEE PLAN �'• MIN. 4 1/8" Z EXTERIOR SHEATHING. OUTLOOKER EMBEDMENT OR z ATTACH PER PLAN w SIMPSON META16 a FROM TOP OF WALL OIL VARIES 1 W STD CONDITION @ CMU LU LU TO BOTTOM R RAKED DOUBLE TOP SHEATHING PER PLAN O 2x8 #2 SPF STUDS AT PLATE SIMPSON DTC (2) 8d 16" O.C. CEILING NAILER AS i 1/2" x 8" J -BOLT @ 32" NAILS INTO BLOCKING, N REQ'D O.C. AND 6" FROM EA. (4) 8d NAILS TO TOP MASONRY WALL OR 2x8 #2 SYP PT. BASE NOTE: PROVIDE ADDIT'L i END w/ NUT & WASHER TRUSS PER PLAN PLATE LINTEL SEE PLAN PLATE W/ 1/2" x 8" BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ MSTAM-24 TYP. EA. LL ANCHOR BOLT OR PER HIB -91 &TRUSS 16" O.C. TYP. SIDE OF EA. STUD. TITEN HD @ 32" O.C. & S DRAWINGS; CENTERED BETWEEN TRUSS PER PLAN LL.W 6" FROM EACH END CEILING GYP. BD. IS CEILIN 2x8 #2 SYP PT BASE O NOTA DIAPHRAGM PLATE FRAME AND CMU SEEWALL SPLICE DETAIL VAULTED CONDITION @ CMU CMU WALL PER PLAN FOR REQ'D FLASHING z rGE0 GABLE END @ VAULTED CEILING 2x4 SYP #2 BLOCKING, @ 24" O.C. W1(2) 12d 3/4"=1'-0" W END NAILS @ EACH � i END. WALL SHEATHING PER ti U i O PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" 2x WALL, SEE PLAN EMBEDMENT OR SIMPSON ' 0 STD CONDITION @ FRAME WALL HGAM 10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR J C,) Z V EQUAL MAINTAINING MIN. 2" = W C2 r- — Q W EMBEDMENT@ ENDS, LLI V (4)10d NAILS @ EA. TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON BLOCKING TO FRAMING PLANS LU LL j PLATE ) TRUSS PER PLAN TRUSS PER PLAN , �a0Uj (2)10d NAILS TO 0.. 0 BOTTOM CHORD C4 i i STRUCTURAL ENG: RMG @EACH END OF i i-STRUCT: MB QC CHECK: CC BLOCKING JOB No. DWH-0205485 i i SCALE: AS INDICATED DATE: 06-20-18 i 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. LAY 2x4 SYP #2 BLOCKING BOTTOM CHORD W/ (2) 12d END NAILS OVER THE TOP OF THE BOTTOM @EACH END OF @ EACH END. LINTEL PER CHORD. ATTACH W/ (2) 10d BLOCKING PLAN NAILS @ EACH TRUSS 24" O.C. WALL SHEATHING PER MAX. BLOCKING SHALL EXTEND PLAN A MIN. OF (1) TRUSS BAY EACH 2x WALL, SEE PLAN SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL ALT. BLOCKING @ FRAME CONDITION NOT USED &1=O NON-BEARING WALL CLIP DETAIL 3/4"=1'-0., (150 MPH EXP. B) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the 1 CONNECTION DETAIL (FRAME WALL SHOWN; 3 FOR REQ'D U) CONNECTIONS MAY ALSO BE w MASONRY) a ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** ° > �w z GABLE END @ FLAT CEILING W/ BOSTON HIP SP4 TOP OF CRIPPLE AT 2X CRIPPLES @ 16" O.C. STRAP LOCATION W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 L C c i (2) ROWS 12d NAILS STAGGERED @ 12" � O.C. EA. FACE OR (3) u ROWS 12d NAILS S STAGGERED @ 12" O.C. FOR 2X10 OR c GREATER HEADER F STRAPS AT EA. STUD c WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ < (11) 10d NAILS - M LSTA30 HEADER TO SP4 TOP OF CRIPPLE AT STUDS U.N.O. STRAP LOCATION c U (2) ROWS 12d NAILS UHL STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED E @ 12" O.C. FOR 2X10 DOWNFRAME TO OR GREATER HEADER DOOR SIM TO c SEE HEADER WF01/SDI ` SCHEDULE FOR HEADER CONNECTION C INFORMATION LSTA30 HEADER TO 2X STUDS TYP. < STUDS U.N.O. i FILLING AND BLKING o AS REQ'D W/ (2) ROWS c OF 12d @ 16" O.C. TO ATTACH JAMB STUDS HEADER UNO PER WF08/SD3 2X STUDS TYP. [ BASE PLATE TO BE < C ATTACHED TO FTGUSING ATTACH JAMB STUDS 1/2" 0 J -BOLTS C PER WF08/SD3 OR EPDXY ANCHOR @ BASE PLATE TO BE 6" FROM EA. END OF L ATTACHED TO FTG BASE PLATE &WALL USING 1/2"J -BOLTS OR OPENINGS & 32" O.C. � EPDXY ANCHOR @ 6" W/ 7" MIN EMBED. & 2" DOOR FROM EA. END OF BASE DOOR WASHER. AT SLAB E OPENING PLATE &WALL OPENING STEP DOWNS, EMBED. j OPENINGS & 32" O.C. W/ MUST BE 7" BELOW 7" MIN EMBED PER BRG STEP WALL SCHEDULE. AT SLAB STEP DOWNS, P.T BASE PLATE u EMBED MUST BE 7" ` MIN. BELOW STEP P.T BASE PLATE NOTE: CONTRACTOR TO NAIL 1st KING STUD INTO HEADER SP4 @ BASE OF EA. PER HEADER SCHED. THEN STUD U.N.O. SEE ATTACH ADDIT'L KINGS AS BEARING WALL REQ'D. SCHEDULE FOR C v Li C SP4 @ BASE OF EA. STUD U.N.O. SEE o BEARING WOOD WALL - SCHEDULE ON NOTES & CONNECTORLEGEND a SHEET u MORE INFO. - < F U fiFO TYPICAL HEADER DETAIL U 0 1/2"=V-0" u 5 F mpressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. i z b P c M z > Q U <" z W z i CD i W~� i 1—Ztna� 8 Q Z O6M�.c ' i Z C) f= > J 00:g �mLL! N i J con (n��}o 8 W <0Owa Z z��LUz E _> Z Q¢wYo E LL O LU 0w w 1 W LL W O U) O i Z N O ch i Q LL LL.W O J z W LV � i m ti U i O ~J ' 0 w J C,) Z V = W C2 r- — Q W LLI V CL a. LU LL j ) , �a0Uj 0.. 0 C4 i i STRUCTURAL ENG: RMG DRAFTING: i i-STRUCT: MB QC CHECK: CC JOB No. DWH-0205485 i i SCALE: AS INDICATED DATE: 06-20-18 i SD2 NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN PLATE LENGTHS MUST PENETRATION OF WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP ASSEMBLED WALL 3) FOR 5 -PLY PROVIDE 1/4"DIA x 5 1/2" LAG SCREWS OR EQUAL ((ZPACE AS SHOWN FOR 3 -PLY) LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/ 1/4" 2 1/2" EDGE OUTSIDE (2) 2x4's INSTALL SIMPSON TOP PLATE. ATTACH @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. NAILING 1, \ 1, • NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS + ' • • ' + (2) 10d NAILS @ 3" O.C. ATTACH 2x4 STUDS TO TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP • ' 10d x 3" COMMON z z WITHIN 48" OF SPLICE PLATE SPLICE ' W + THEN (2) ROWS 10d TOE -NAILS TYPICAL AT • ' . , ) • ' • • • • 1 p z `v LOCATIONS C " ALL LOCATION p 2 1/2� w NAILS @ 8 O.C. z p w 2 1/4 0 OTHERWISE 2x4 WALL BEYOND 48' w - 1 1/2" z - z N _jAGAINST 2x8 STUDS M! w N U N Q o 48A ATTACHED PER N N a -o u M N a EDGE DISTANCE PER DETAIL 10dx3" /N (WF08/SD3) 10d x 3 COMMON co w OVERLAP TOP PLATE a AT CORNER 10d x 3" COMMON OPP.t I z z x TOP SPLICE @ SIDE O O `V O DOUBLE 2X4 TOP ATTACH 2x8 STUDS TO NAIL BOTTOM PLATE O U U U 10d x 3" OPP. SIDE PLATE TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT z I I a I I a I I z a w �� LLj 0)ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL UP COLUMN BELOW W/ Q p � * ��/i�� TOP PLATE W/ (3) 12d AT ALL LOCATION (2) 10d NAILS a- co co co — �`` `i°•°.•.°°°• �� '., 0 TOE -NAILS TYPICAL AT oo „ ` �� ••: 2 J Z o • . /c� • LLI ALL LOCATION TOP SPLICE 10d x 3 COMMON Q • `� EL A. • OPP. SIDE CL DISTANCE PER co 1c� O O • U BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION DETAIL �W w 2: Z �p � •U o O.�! Q STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's INSIDE PLY NAILS NAILED AT 8" O/C O '•� z ? Z 0 (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S ~ �i�••'••°•°° • °• �� O _a U_ TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) w ��i P �� m _ FO TYPICAL TOP PLATE SPLICE @ BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN nnI 3/4"=1'-0" w p O MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & D U 2x DBL TOP PLATE (- BUILDER NOTE: O 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 /FLAT z L1J 2 °o ° ° ° ° ° ° ° ° ° D= NAIL SPACING SOFFIT FRAMING NOT BEYOND OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ ° ° p — — — — — — — — — — — — — w U- z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. `'' N v iT D — Tl — — PER NOTE #2 REQUIRED WITH ALUMINUM < SHEATHING PER PLAN OR VINYL SOFFITS m Q O _ Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d r M OVF `SC,q OV Sc ROOF SHEATHING, Q I — — — — — -n--Tr— I I— WALL SPLICE, FIELD w z � �- < "`1A TO a z R T FASTEN PER PLAN � Q NAILS @ 3 O.C. WALL DOUBLE TOP I D/2 I I x R 6 ROOF SHEATHING ? F qe STRUCTURAL p 5 I I I I I Ll� VERIFY IF REQUIRED a w PLATE PER PLAN FNC T FASTEN PER PLAN FN�'O O AF SHEATHING p w = 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS Tye (�S CTiy T�'(iS ATTACHED PER - F FX i I I I I I _ ~o @ 3" O.C. IN HORIZONTAL CONDITIONS a S O,o S wIII _IL_ — Jl — — — D_ �, z = DOUBLE NAIL EDGE SPACING Oy o NAILING SCHEDULE III III I I I I -- ® NAIL INT W/ 8d NAILS @ 12' O.C. & NAIL EDGES 6 O.C. WALL SHEATHING " O 2x4 FRAMING @ 24" _ O w U.N.O.UNOON PLANS. STAGGER ALL VERT. PANEL JOINTS i-- II III I I I I 11 SPLICE, SEE SPLICE _ 2x4 FRAMING 24" O.C. MAX. 50 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" @ 2x4 #2 SYP CONT. W/ p III I I ( I I I I I DETAIL. MAX 1/8" � S= NAIL SPACING. O.C. MAX. PROVIDE (4) 10d x 3" 2 OPENING SPACE BETWEEN w w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & v S S PER NOTE #1 2x SCAB w/ 10d NAILS O 16d COMMON o NAILS AT JOINT NAILS EA. STUD OR III III I 4 II w � BOTTOM M "' — — — — — — — @ 4 O.C. PROVIDE (4)10d x3 Z I I I I I I I I I I PANELS U) } ° ° ° PER -ENG TRUSSES _ NAILS AT JOINT TRUSS MEMBER, > O co TYP. (MAX. 24 O.C.). III 3 III I II II J SINGLE NAIL EDGE SPACING PER PLAN 2x SCAB wi 1ad NAILs O TYP. I I ( I I p O EXTERIOR SHEATHING @ 4" O.C. IF MASONRY, USE (2) TRUSS CONNECTION 3/4"=1'-0"3/4"=1'-0" (I AROUND I (I I 2x STUDS BEYOND, a W t_ OJ W L OPENING I I I I I I I I SEE PLAN FOR MORE Of" PROVIDE PIECE OF 2x FASCIA PER PLAN III I I I ( I I I INFO z_ � O SHEATHING BETWEEN 11 _ _ _117- III I I I I I I CMU WALL PER PLAN w=CO (2) 8d TOENAILS EXTERIOR WALL O.C. O w I I I I I I I I I I I I( ILL Z U) w W F- O SHEATHING & BLOCKING. BEAM INTO LONG SPAN AS INDICATED ON BEAM I 1—IL — — ILL — H _ LL — _IL_ _j = O_ O C) J J SHEATHING TO HAVE Q pC/) U)m 2x4 PT LEDGER W/ SAME THICKNESS& SYSTEM c9 z W W " O U_ 00 STRENGTH ORIENTATION STRAP IS NOT REQUIRED. 1/4" x4" TAPCONS @ 12" FLOOR SYSTEM 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. "W 3 pm AS EXTERIOR WALL ti — — — — — --------- PT. POST (AS NOTED) SHEATHING PLAN WALL OR TRUSS, w ¢ Oj CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP _ OPENING SIZE 1 BEYOND SEE PLAN SEE ELEV. FOR SEE ELEV. FOR SEE PLAN 10, SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS p _ g J FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE TRUSS CONNECTION 3/4"=1'-0"3/4"=1'-0" PER -ENG TRUSSES 1/2"=1'-0" 1/4" TAPCONS W/@ a W p W L PER PLAN 2x FASCIA PER PLAN 2x FASCIA MIN. 2" EMBED. 24" U J LJ.lI CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS O.C. O w ILL Z O BEAM INTO LONG SPAN AS INDICATED ON BEAM LEDGERpER PLAN TO LEDGER TRUSS OR ROOF Q C) J J Q SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN 2x4 PT LEDGER W/ SYSTEM c9 z W W (/) STRAP IS NOT REQUIRED. 1/4" x4" TAPCONS @ 12" 2x FRAME WALL PER 2x4 LEDGER W/ (2) 16d NAILS @ 16" O.C. WOOD/MASONRY 3 pm ti PT. POST (AS NOTED) O.C. PLAN WALL OR TRUSS, w ¢ Oj J O H- Q W J SEE ELEV. FOR SEE ELEV. FOR SEE PLAN W p _ g J U O.H. SIZE EXT. AS NOTED O.H. SIZE a SDSCREWS @ 16" 2x6 COLLAR TIE HALF WAY z _ >- pS LAP BEAM PLYS AND O.C. MAX.; TO MASONRY w/ 2x6 UP HEIGHT OF VALLEY. I w _ W U •--j W V NAIL AS SHOWN (5) CONDITION @ CMU WALL CONDITION @ FRAME WALL o PT SYP #2 LEDGER w/ FASTEN w/ (5) 10d COMMON I w c� ( F - Y M — CL ' 0.131 x 3 1/4" NAILS F1 TYPICAL SCAB OVERHANG 2 L D0EDGER @ LOW ROOF „ „ (2) 1/4 x 2 3/4 NAILS @ EACH END (TYP.) p z LJ.I t '� �„ LU W W SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL a. SEE ROOF SHEATHING, A v� o PRE ENGINEERED PLAN NAIL PER PLAN (2) 2x BUILT-UP COL_. TRUSS AND IF PERPENDICULAR TRUSS O ° CONNECTIONS PER INSTALLED ABOVE FASTEN o % DOUBLE TOP PLATE z U < o PLAN TYP. 2x8 #2 SYP TOP PLATE TO O z+ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE TRUSS W/ (2) 12d TOENAILS U)@ EACH STUD (2) 12d NAILS @ 00 — 2x8 SYP #2 P.T. VERTICAL @ O a. Z Ile EACH END a 16" O.C. FASTEN EXT: PRE -ENGINEER SIMPSON LSTA30 W/ �'' SHEATHING W/ 8d NAILS 6" C) (� ROOF TRUSS - SEE (22) 10d NAILS (ALL z O.C. AT EDGES AND 12" O.C. p U) V n ,, FRAMING PLAN FOR CORNER CONDITIONS g IN FIELD. FASTEN TOP U J W _j SPACING EXTERIOR SHEATHING STRAP AROUND a PLATE TO VERTICAL STUDS p 0 °' w SEE PLAN FOR NAIL PER PLAN TALLER STUD) w �; - W. (4) 12d NAILS Q 06 w z 0 ( n E CONNECTION o U Q Z' N- 6 2x BRG WALL, SEE HGAM10 TOP AND BOTTOM o PLATE TO CMU WALL W/ 4 Q Z U o> U_ PLAN FOR STUD SIZE & O w W J P ING. MIN 2 x M 1/4" x 1 1/2" SDS SCREWS & (4) O W � Q o o W fnQ:p}o P 2 W o S AC O 2 SEE FLOOR PLAN FOR "• " z J = o a .. UNDER GIRDER TRUSS MORE BRG. WALL INFO :' .; O � z � z w Z E 1/4" x 2 3/4" TAPCONS TO CMU _ � CO ` U.N.O. @ 32 O.G. & MIN. 6 FROM f-- W Q ¢ w Y o a ENDS. IF HEADER HEIGHT v~ 0� o ujg= r� 2x BLOCKING EXCEEDS 2'-0 ADD AN OJ W W LOWMU SIMPSON LSTA24 EACH (2) 2x TOP PLATE • ADDITIONAL HGAM10 FROM = W Ow CENTER OF EACH STUD TO f. _ Z STUD CMU @ 32" O.C. MAX _ U) 0 ATTACH 2x TO POCKET SGD 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W/ (2) ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM U PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ m SPACING. MIN (2) 2x STAGGERED @ 8" MANUFACTURER'S EACH VERTICAL, Q Z N , EACH PLY. z SPECIFICATIONS o O - STAGGER NAILS AS M UNDER GIRDER TRUSS SEE PLAN FOR O.C. U.N.O. CONNECTION REQUIRED U ..1 fiF1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALL SO HEADER @ POCKET SLIDER Z W 3/4"=1'-0" 9/2"=1'-0" 1/2"=1'-0" 0� SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=1'-0"3/4"=1'-0" 1/2"=1'-0" p W L W J LJ.lI CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. a ILL Z O BEAM INTO LONG SPAN AS INDICATED ON BEAM TO STUDS w/ (2) 1/4" X 4%" SIMPS. SDS J J Q SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN c9 z W W (/) STRAP IS NOT REQUIRED. SCREWS @ 16" O.C. pm ti PT. POST (AS NOTED) EXTERIOR WALL/TRUSS MAX.; TO GABLE END STUDS ¢ Oj J O H- Q W J w/ (2) 1/4" X 3'/" SIMPS. p _ g J U EXT. AS NOTED SDSCREWS @ 16" 2x6 COLLAR TIE HALF WAY z _ >- pS LAP BEAM PLYS AND O.C. MAX.; TO MASONRY w/ 2x6 UP HEIGHT OF VALLEY. I w _ W U •--j ~ Z V NAIL AS SHOWN (5) PT SYP #2 LEDGER w/ FASTEN w/ (5) 10d COMMON I w c� ( F - Y M — CL ' 0.131 x 3 1/4" NAILS 12 „ „ (2) 1/4 x 2 3/4 NAILS @ EACH END (TYP.) p z LJ.I t '� �„ LU 1 PER PLY HTS20 CLIP FROM 4 (MIN.) TAPCONS AT 12" O.C. I ' W 1� ~ Z a a SIMPSON H3 CLIP 2x6 RAFTER TO 2x8 RIDGE • " POST TO BEAM SHEATHING PER PLAN BOARD W/ A35 ON ONE SIDE F- W LLJ Ll.l Q EXTERIOR BEAM AS 2x4 SYP #2 LEDGER. OF RAFTER. ATTACH A35 ON I 3: � 0 0 11 NOTED PLAN VIEW TOP OF POST TO STUDS OR BEAM w/ (4) 10d NAILS FOR ADJ RAFTER TO OPP SIDE O O Q PT POST (AS NOTED) (2) 1/4" X 4%2' SIMPS7 CONY. FRAMED MEMBERS ONLY (AS SHOWN) I w 0 2 W N ABU POST BASE SDS SCREWS @ 16 I z a- (AS NOTED O.C. MAX.; -- ---- -------- '•o' 5/8" THREADED ROD w/ TO GABLE END STUDS , „ FASTEN SYP OR SPF 2X6 (MIN. o STRUCTURAL ENG: RMG • c NUT SET IN ADHESIVE w/ (2) 1/4 X 3/ SIMPS. 3'-0" MAXL WIDTH) PLATE THRU O.S.B L •9�l�1- � DRAFTING: SCREWS @ 16" FASCIA PER SHEATHING (THICKNESS PER W O.C.SIDS O. COMMUNITY SPECS PLAN) TO PRE ENG TRUSSMB �P�� -ECK: :a t I I MASONRY w/ 2x4 PT 2x4 SYP #2 OR BELOW W/ 1/4"x4-1/2" F- v QC CHECK: CC cc a q . a a SEE FOUNDATION SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED SIMPSON SDS SCREWS 2x6 2X8 RIDGE BOARD a I I PLAN FOR ADDITIONAL x 2 3/4" TAPCONS @12" OC ROOF TRUSSES 24" PLATE TO TOP CHORD OF FASTEN FASTEN CONY. 2x VALLEY RAFTER JOB No. DWH-0205485 INFO O.C. MAX. EACH TRUSS BELOW 24's @ 24" FRAMING (ORPRE-ENG VALLEY TRUSSES) SCALE: AS INDICATED SIDE VIEW BASE OF POST SIMPSON H3 CLIP DESIGNED FORO,C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR rCDO CORNER COLUMN FRAMING DO TYPICAL SHED ROOF DETAIL SHINGLE ONLY CF01 FIELD FRAMED VALLEY DETAIL LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. - NOT USED W o DATE: 06-20-18 W 3/4"=1'-0" 9/2"=1'-0" 1/2"=1'-0" 0� SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: ALL FLOOR PRE-ENGINEERED I KU55 5 I KAN - Stt PRE-ENGINEERED TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING OR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER TRUSS STRAP -SEE PLAN FOR SIZE AND FRAMING PLAN FOR ; PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS „ DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6) SHINGLE OR TILE PER ROOF TRUSSES AT 24" < 10d x1-1/2" 24" O.C. F�<< 10d x1-1/2" 24" O.C. ARCHITECTURAL I ATTACHED PER ATTACHED PER <S @ sy @ ELEVATIONS. O.C. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA24 yF� (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 FFp (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP NAILS. BEND STRAP PRE-ENGINEERED OVER TOP PLATE MAX. OVER TOP PLATE MAX. TYPICAL TRUSS TO SIMP. HTT4 (2) 2x SPF TOP PLATE (2) 2x SPF TOP PLATE ROOF TRUSSES @ 24" FRAME CONNECTION. 1„ 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN O.C. W/(18) 16d x 22 NAILS FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ SEE STANDARD TO POST (U.N.O. ON HEADER HEADER - SEE 2ND HEADER CONNECTOR NOTES HEADER -SEE 2ND FLOOR PLAN FOR MIN. TYPICAL TRUSS TO FRAMING PLAN) & $ \ FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D ��I►111111(�� ALL THREAD W/7 MIN. HEADER SIZE & REQ'D �� i EXTERIOR SHEATHING .N �/ �� w Cl) FRAME CONNECTION. FROM TOP OF WALL JAMB STUDS •••••••�� d REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 JAMB STUDS p ��` SEE STANDARD . � •.•• •. �/ ao BUILT-UP COLUMN BEAM USING SIMP. SET STRAP CENTERED EXTERIOR SHEATHING w �� t� _ CONNECTOR NOTES FLOOR TRUSS SEE TO BOT. (RIBBON/ w •• ••. INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN FRAMING PLAN FOR BEAM) ATTACHED PER FROM TOP OF WALL ? �v M w "A � Z o PLAN AND GIRDER/BEAM IF HEADER IS UPSET TO BOTTOM OF FLOOR BELOW W/ (22) 10d CONNECTION INFO. NAILING SCHEDULE. AND WINDOW IS SYSTEM (RIBBON / :�:•Z w J = U BEARING PRE -ENG. FLOOR PROVIDE SOLID .w cc• Q = Q SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS1ITHIS (2) 2x SILL AT WINDOW IF HEADER IS UPSET W Sv d p• Z -0 SEE PLAN NAILS LOWER: (1) 2x SILL BEAM) ATTACHED PER v. O SHEET FOR MORE INFO FLOOR GIRDER OR Wt 2x CRIPPLE STUDS 2 • z < SYSTEM INSTALL COL. EVEN WITHIN BEAM; SEE PLAN PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS •.,• Gj w p Z MASONRY WALL SEE TOENAILS. EXT. LOWER: (1) 2x SILL fid, .. .. �� KNEEWALL &PROVIDE FLOOR TRUSS AT EA. END NAILED TO O s. SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d HEADER OPENINGS O 10d p ��j "°� Q� ?�- O UNDER COLUMN @ LESS THAN 4FT:(1) 2x PLATE IL 2 = 4/Il 11�� m NAILS 8" O.C. THEN TOENAILS. EXT. w ��// * �� u - DBL. TOP PLATE ABOVE AS4TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16 O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS 11111 SEE ARCHITECTURAL ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG 3/4"=1'-0" 3/4"=1'-0" TOENAILS AT EA. END SILL PLATE W/ 2) 10d o INFO 2x SILL PLATE W/A35 TOENAILS. OPENING OR LVL GIRDER LARGER THAN 4FT: (2) ( p OF SILL (MAX OPEN'G (2) 2x SILL AT WINDOW U 2x 2ND FLOOR STUDS WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x LARGER THAN 4FT: (2) 0 MIN 2x4 SPF #2 STUDS W/ 2x CRIPPLE STUDS WINDOW AS MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 CLIP AT EA. END FOR CRIPPLES @ 16" O.C. 2x SILL PLATE W/ A35 z @ 16" O.C. SEE PLAN AT EA. END NAILED TO o W POST BELOW U.N.O. STRAPS CENTERED @ OPENINGS GREATER W1(2) 10d TOENAILS CLIPS EACH SIDE W/ 2x �-- ' SCHEDULED FOR MORE INFO. ' STUD PACK W/ 10d � PROVIDE SOLID A 1'k FLOOR W/ (14) 10d THAN 4' BUT LESS T&B (PLYWOOD NAILS @ $" O.C. THEN CRIPPLES @ 16' O.C. m Q EXTERIOR FINISH PER eN��ABLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS THAN 6 SHEATHING REQ'DSTUDS @ 16" O.C. W/ (2) 10d TOENAILS o INT. FINISH PER PLAN SYSTEM TO MATCH SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD - SHEATHING REQ'D p PLAN PLAN FOR FLOOR COL: DIMENSION SYSTEM INFO. W/ (18) 10d x 22" NAILS SEPARATE SHEATHING TOENAILS ATEA. END T&B) 0 MID -SPAN BLOCKING 2x BOTTOM PLATE W/ REFER TO PLAN FOR TO POST (U.N.O. ON UNDER WINDOW OF SILL (MAX OPEN'G (2) 12d AT 12" O.C. BUILT-UP COLUMN ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) & 8" WIDTH 4'-0"). USE A35 _ U.N.O. INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ALL THREAD W/ 7 MIN. CLIP AT EA. END FOR 3/4" FLOOR SHEATHING EMBEDMENT INTO TIE OPENINGS GREATER O STRAPS CENTERED @ INSULATION PER PLAN ATTACHED PER BEARING WALL PER FLOOR W/ (14) 10d SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND ; CALIFORNIA CORNER A -A BEAM USING SIMP. SET THAN 4' BUT LESS NAILS EPDXY THAN 6' O Z WS11 OR WS13 FOR COLUMNS (2) SIMPSON LSTA18 2 FLOOR TRUSSES SEE 2 SIMPSON META16 STRAPS CENTERED > ADDITIONAL MID -HEIGHT BLOCKING O @ � INFORMATION THIS PLAN FOR DEPTH AND PER BEARING WALL ( ) U DIRECTION FLOOR TRUSS TO FLOOR W/ 14 10d 2x TOP &BOT. �-•• SHEET SCHEDULE MASONRY WALL NAILS RIBBONS, CONT. a �_ NOTE: ALL FLOOR (3) 2x STUD PACK NOTE: ALL FLOOR (1) SIMPSON LSTA30 _ TRUSSES TO BE P.T. IF COLUMN BASE EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF V STRAP CENTERED p U) CONNECTION PER FLUSH W/ FACE OF BETWEEN COLUMN SEE FRAMING PLAN _j W NO MOISTURE SCHEDULE NO MOISTURE BARRIER BARRIER (FELT PAPER PLAN MASONRY ATTACHED (FELT PAPER OR SIM) IS OR SIM) IS PROVIDEDPER NAILING ATTACH 2x STUDS W/ PROVIDED AND GIRDER/BEAM FOR FLOOR = BEARING REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION SEE PLAN - FOUNDATION PLAN 1/8" GAP BETWEEN FRAMING PLAN, 2IF FLOOR SYS. 0nd FLR STUDS TOESENT PER LOOR BEARON FOR FLOOR NAILS •. • _ � ; � •- STANDARD CORNER A -A • = j :: '." .' `' SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED ON CONNECTION w FOR FTG. MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE J BOND BEAM INFORMATION FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING FLOOR GRIDER OR a ��I ',.. ,,. •:.., ' SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR O FLOOR SYSTEM DRAFT _ _ _ PIA�SN NRY WALL PER REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS BEAM Lai SYSTEM IS 18 TO 36' DEEP USE MSTC66 W/ 60 16d IS INDICATED, BASE STRAPS ARE REQ'D ON STOPPING AT 1000 SQ _� SINKERS AND (14) Ya'X2 Ya" TITENS TO MASONRY MASONRY WALL SEE BOTH SIDES OF THE WALL W FT MAX: DRAFT PLAN FOR MORE INFO z w LINTEL AS PER PLAN STOPPING MATERIALS TYPICAL TWO STORY COL. GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT fiso HEADER CONNECTION 2nd FLOOR fiSON7�HEADER CONNECTION 2nd FLOOR HIGH BM : MIN THICKNESS SHALL S03 @ S09 WD. HD. HT. BE 1/2 GYP BOARD ORLU 3/4"=1'-0° 3/4"=1'-0., 314"=1'-0" 3/4=1-0 "'" H U0 SEE PLAN 15/32" OR 7/16" OSB. Q o ATTACH TO FLOOR _ V J A _� g FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4 FLOOR SHEATHING SHEATHING PER PLAN SHEATHING PER PLAN U TRUSS W/ 8d NAILS AT FLOOR SHEATHING NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING ATTACH PER NAILING p J M8 ° 16" O.C. TOP AND 2x STUDS , SEE PER PLAN ATTACHED BOTTOM CHORDS FRAMING NOTES FRAMING NOTES NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN SCHEDULE U) z PRECAST SILL OR SILL FRAMING PLAN FOR 2x STUDS ,SEE ATTACH PER NAILING PER NAILING z gyp PER WINDOW FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE SCHEDULE O U < o� 2x4 #2 SYP BLOCKING SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, LJ) z Q MANUFACTURER AND SEE ARCH PLAN SPACING AND GRADE CONTINUOUS FROM 2x4 #2 SYP BLOCKING� z ° WRITTEN @ 48" O.C. W/ (2) 12d AAND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE @ 48" O.C. W/ (2) 12d O W TOENAILS EACH END TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN TOP OF TOP PLATE TO w SPECIFICATIONS SYS. 42 FLOOR TO VERIFY SIZE GIRDER TRUSS PER TOENAILS EACH END a 0 Z 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE BOTTOM PLATE. 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W/ PLAN 2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. _ U (MAX} BEARING WALL PER EXT FINISH PER PLAN AGAINST TRUSS (2) 12d NAILS @ 12" O.C. SHEATHING/ DRYWALL 2 12d NAILS @ 12" O.C. AGAINST TRUSS �• (A U VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3 O PLAN (1) ROW 8d NAILS 3" E- W -j n O.C. WALL SHEATHING (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" VERTICAL @ 48'O.C. @ -i a, w W/ (3) 12d NAILS EACH 12d TOENAILS DOUBLE BOTTOM W/ 3 12d NAILS EACH O.C. WALL SHEATHING uj VERT REINF. BEYOND END TO BOTTOM PLATE/ O.C. WALL SHEATHING O.C. WALL SHEATHING O LL z TO BOTTOM PLATE/ 06 w O- n E TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE PLATE END w TOP CHORD p O (� Q zo TOP CHORD TOP RIBBON 2 H5 EA: FLOOR w PRE -ENG FLOOR TRUSS 2x SYP #2 RIBBON (MIN O _ _ Q Z U ( TRUSS TO DOUBLE J J u- J o} r N MASONRY WALL PER2x SYP #2 RIBBON MIN PLAN SYS. 42 FLOOR OR FIELD FRAME 2x4 2x4) TO TRUSS W/ (4) CO CO ''^^ F- m `O I KNEE WALL STUDS @ 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM BOTTOM PLATE, SLIT FLOOR TRUSSES PER LL O J v J Q o o i • . CONC. SLAB - TRUSSES @ 24" O.C. 16d NAILS; BOTTOM FLOOR DECKING TO PLAN z = o SEE FOUNDATION 16" O.C. W/ 2 16d NAILS RIBBON TO BE PT IF (MAX) O RIBBON TO BE PT IF SEE TRUSS LAYOUT ACCOMMODATE O z z L z C @ EACH END. TRUSS TO BRG DIRECTLY ON O Z z w E PLAN FOR MORE INFO ? ' ' BRG DIRECTLY ON CMU FOR HANGER STRAP Q i- Q LL w Y o FIN. FLR. CMU W/ STRAP PER CMU ATTACH TRUSS v O w p W.5 a 0,-0„ — ' STANDARD CONNECTOR (2) ROWS 8d NAILS @ .� (2) ROWS 8d NAILS @ BOTTOM CHORD TO O F'-- U F 0 ." tn NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL BEAM BELOW W/ (2) w W Q w Mo co j.. •.� 2x RIBBON OR GRADE MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d BEAM PER PLAN ROWS 1/4"x3" SDS _ Z O T PLAN .• O.C. WALL SHEATHING PLAN BOTTOM RIBBON MASONRY OR MTS12 RIBBON SCREWS @ 12" O.C. _ Cl) O OR (3) 16d TOENAILS I_ - SEE FOUNDATIONNOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR MAX" 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 (2) ROWS 8d NAILS @ v m � NO MOISTURE SHEATHING &CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE z BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER 3 O.C. WALL o VAN SHEATHING TO BEAM Z N OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED TRUSS PER PLw O M TYPICAL TWO STORY SECTION -SYSTEM 42 S1 TWO STORY PARALL FfiSON2�EL FLOOR CONNECTIONfiSl TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION S1 PARALLEL TRUSS TO DROPPED BEAM z 2x SYP #2 RIBBON (MIN o z 2x4) TO TRUSS W/ (4) w 16d NAILS; BOTTOM w RIBBON TO BE PT IF BRG DIRECTLY ON 'J J LL 3 CMU (2) H2.5A TRUSS TO BEAM U.N.O. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING BEAM PER PLAN TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM PERPENDICULAR TRUSS TO DROPPED BEAM '0" o- J L 3/4"-1-0" 3/4"=1-0" 3/4"=1'-0 3/4"=1 3/4 -1-0w N W Ou. o 2nd FLOOR WALL; SEE J Z .JOIST PLAN FOR MORE INFO. W z W � IF SHEATHING IS NOT - Qp CONT. TO BOTTOM OF CONTRACTOR TO FLOOR TRUSS, - - o = z g 0 J F-' W PROVIDE ADEQUATE SIMPSON LSTA18 J U WATERPROOFING. NO STRAPS FROM EA. >- O .. STUD TO TRUSS REQ'D w W U F- (, CONCRTE SLAB 2 _j Z PERMITTED z F- M g SEE ARCH DWGS FORz W a s 1 T- 0- TOPPING INFO w C0�- Z a a 3/4" PLYWOOD FLOOR U a SLOPE DECKING ATTACHED � LU LLJ cn PER NAILING p 0 O SCHEDULE O O Wqq a SLOPED BALCONY w �2 CO z - FLOOR JOIST (12" TALL) W/ LUS26 OR o STRUCTURAL ENG: RMG LUS46 TO LEDGER DRAFTING: 2x12 #2 SYP CONT. STRUCT: MB LEDGER W/ (3) 1/4"x4-1/2.. SEE WS10/SD4 FOR SDS SCREWS EQ. V QC CHECK: CC ADDITIONAL INFO SPACED VERTICALLY @ JOB No. DWH-0205485 24" O.C. AND @ EA. END cn VERTICAL (MIN. 2" FROM Q SCALE: AS INDICATED TOP & BOTTOM) z DATE: 06-20-18 w BF01 SECTION AT BALCONY/01 - NOT USED w SD4 E - 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. FLOOR SHEATHING SHEATHING PER PLAN PER PLAN ATTACHED ATTACH PER NAILING PER NAILING SCHEDULE SCHEDULE 2x BOTTOM PLATE W/, (2) 12d NAILS @ 12" O.C. (1) ROW 8d NAILS @ 3" FLOOR TRUSSES PER O.C. WALL SHEATHING PLAN TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN o z 2x4) TO TRUSS W/ (4) w 16d NAILS; BOTTOM w RIBBON TO BE PT IF BRG DIRECTLY ON 'J J LL 3 CMU (2) H2.5A TRUSS TO BEAM U.N.O. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING BEAM PER PLAN TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM PERPENDICULAR TRUSS TO DROPPED BEAM '0" o- J L 3/4"-1-0" 3/4"=1-0" 3/4"=1'-0 3/4"=1 3/4 -1-0w N W Ou. o 2nd FLOOR WALL; SEE J Z .JOIST PLAN FOR MORE INFO. W z W � IF SHEATHING IS NOT - Qp CONT. TO BOTTOM OF CONTRACTOR TO FLOOR TRUSS, - - o = z g 0 J F-' W PROVIDE ADEQUATE SIMPSON LSTA18 J U WATERPROOFING. NO STRAPS FROM EA. >- O .. STUD TO TRUSS REQ'D w W U F- (, CONCRTE SLAB 2 _j Z PERMITTED z F- M g SEE ARCH DWGS FORz W a s 1 T- 0- TOPPING INFO w C0�- Z a a 3/4" PLYWOOD FLOOR U a SLOPE DECKING ATTACHED � LU LLJ cn PER NAILING p 0 O SCHEDULE O O Wqq a SLOPED BALCONY w �2 CO z - FLOOR JOIST (12" TALL) W/ LUS26 OR o STRUCTURAL ENG: RMG LUS46 TO LEDGER DRAFTING: 2x12 #2 SYP CONT. STRUCT: MB LEDGER W/ (3) 1/4"x4-1/2.. SEE WS10/SD4 FOR SDS SCREWS EQ. V QC CHECK: CC ADDITIONAL INFO SPACED VERTICALLY @ JOB No. DWH-0205485 24" O.C. AND @ EA. END cn VERTICAL (MIN. 2" FROM Q SCALE: AS INDICATED TOP & BOTTOM) z DATE: 06-20-18 w BF01 SECTION AT BALCONY/01 - NOT USED w SD4 E - 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. 2x8's MIN. SPF #2 @ 16" EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO O.C. MAX W/ MID POINT 2x8 MIN. SPF #2 @ 16" ATTACH PER NAILING 16d NAILS @ 16" O.C. 2nd STORY WALL 2x4 BLOCKING . N 16d NAILS EA. END. BLOCKING (U.N.O.) EXT. FINISH PER BOTTOM PLATE @ O.C. - SEE FRAMING SCHEDULE ATTACH PER NAILING ARCHS 2x4 STUDS @ 16" O.C. BLOCK ADJACENT - PLAN FOR MORE INFO. BAYS @ EACH 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 1/2" GYP. BOARD DIAGONAL BRACE AS 12d NAILS @ 12" O.C.fF— OR TOP & SP1 @ BASE. LSTA18 OR MSTAM24 EA. SIDE OF SCHEDULE USE SIMPSON MTS12MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL 2x4 BLOCKING OR LSTA18 TO WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d BETWEEN STUDS W/ SIMPSON H10A @ SHOWN. FASTEN ROOF 2x BRG WALL W/ NAILS AND (5) 1/4"x2 SHEATHING PER PLAN (2) 12d TOE NAILS BLOCKING BELOW.STRAP STUDS W/ LSTA18 @ 16" O.C. EACH DIAGONAL SHEATHING TO 2x SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d 3/4" TAPCONS PER ATTACH PER NAILING EACH END BRACE BLOCKING W/ 8d NAILS TOENAILS EACH END NOT REQ'D IF STUD ISTO TRUSS BELOW) SCHEDULE °C SP1 @ BASE. LSTA18 STRAP; CENTER SEE LD02/SD3 6 O.C. CONNECTED W/ MTS123/4" FLOOR SHEATHING ATTACHED CS18 EA. STUD ABOVE MTS12 MAY BESTRAP BETWEEN FOR MORE INFO. 2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE 2x8 #2 SYP P.T. SILL TO STUD BELOW W/ 11" USED @ BASE MASONRY WALL AND (5) 16d NAILS 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d PLATE W/ 1/2" EPDXY END LENGTHS & DIAGONAL BRACE TO EXTERIOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER FRAME WALL ATTACH PER NAILING 3/4" FLOOR SHEATHING ANCHOR BOLT OR (2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL (1 BOT NAILS BLOCKING SCHEDULE ATTACHED PER SIMPSON HTT4 AT Z 3/4" EMBED. 32" O.C. & 3 2x BOTTOM PLATE, BLOCKING W/ SIMPSON @ -PLATE W/ 1/2" EPDXY PROVIDE 2x4 SYP #2 NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS FROM EA.END (2) 2x4 #2 SYP ANCHOR BOLT OR ATTACH TO DOUBLE BLOCKING W/ SIMPSON USE (4) 10d & (2) 10d INSTEAD OF INDICATED J -BOLT W/ MIN. 7" TOP PLATE W/ E 1/4" x CONT. BRACE H (2) NAILS. UNDER EXTERIOR FLAT STRAP.. EMBEDMENT @ 32" 4-1/2" SDS SCREWS @ 16d NAILS EACH DIAGONAL BRACE. HUC24-2 EACH END, SEE PLAN 12" O.C. STAGGER � WINDOW JAMBS USE -�— INTERIOR FLAT STRAP MAX 1/8" GAP O.C. & 3" FROM EACH ' USE (4) 10d & (2) 10d ROWS 6" NAILS. UNDER SEE PLAN (2) 2x6 W/ HUC26-2. y IS STILL REQUIRED AT BETWEEN SHEATHING END ��++�i�E E'��0 M JAMB STUD CONDITION AND CMU IF SHEATHING IS NOT O.S.B. TO OVERLAP TRUSSES PER PLAN %%' ��. W WINDOW JAMBS USE LOW ROOF TRUSS SEE a CONTINUOUS TO BASE 2x BEARING WALL BOTTOM PLATE 1-1/4" .••••••••. ��I/ `� a (2) 2x6 W! HUC2600 -2. 4. TRUSS PLAN FOR SEE ARCHS FOR ' - •• ••• �0 u l co PLATE, SP8 TOP AND WITH ROOF LOAD (MIN.) W •• % Z o LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND d BOTTOM ARE REQ'D •� 0 p J _ z N REFER TO BEARING 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH a CONT. #5 IN TIE BEAM - ' FLOOR WALL W/ BRACE @ 48" O.C. MAX. n _ z w �S Q " U WALL SCHEDULE FOR �C Q ON MASONRY USE CMU WALL PER PLAN 1/4" X 3-1/2" SIMPSON 45° FROM ® ¢ O• Z = 0 _3 CONNECTIONS MASONRY (SHOWN) MASONRY WALL PER STUD BASE MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN EXT. FINISH PER SDS SCREW @ 16" O.C. HORIZONTAL BRACE Z6.;, z ui Q Z OR WOOD WALL PER PLAN ARCHS CONNECTION & • ON WOOD USE HGACO •' G, �� Z • CLIPS 24 O.C. BOTTOM PLATE O NOT REQUIRED O �6• ` PLAN @ ) ANCHORS 2 2x4 TOP PLATE 6' FROM EAVES. w �ii�8 ••••• P� `�� O S1 SECTION RAISED HEEL TRUSS 6si SECTION @ COMBO TRUSSFO WALL SPLICE DETAILS fiF1' SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1/2"=1'-0" 1/2"=1'-0" 1-1/2"=1'-0" 1„=1'-0” 1 „=1'-0" W 0 O U C7 EXTERIOR SHEATHING 2x8 #2 SPF MIN STUDS (2) 2x SPF TOP IW - FROM TOP OF WALL 3/4"=1'-0" I SEE 2NC r----------------------------, WALL SE ADDITIO A INFORM, BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL SHEATHING ISN'T CONT. @ 16" O.C. PER PLAN SIMPSON H2.5 z B ON NOTES &CONNECTOR LEGEND TO BOTTOM OF SILL TRUSS TO LEDGER ATTACH EACH TRUSSCONNECTION IMIN. 2x6 #2 SYP 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO PLATE ATTACH PER �-- 2X4 #2 SYP NAILER (2) 2x HEADER (CONT. LEDGER w/ (2)- TO BEARING WALL I ----------------------------I NAILING SCHEDULE J IF WALL SHEATHING IS SEE LD02/SD3 FOR OF JACKS / KINGS. # OF STUDS TO IYa"x3" SDS WOOD ROOF SHEATHING STOPPED BELOW MORE INFO IF W O b ISCREWS @ 16" O.C. ATTACH PER NAILING 151MPSON H2.5A EA. FRAMING PLAN FOR NAILER W/ (3) 10d ALIGN 2ND FLOOR TOP OF WALL TO DBL HANGER BY OTHERS (TRUSS i SCHEDULE 2x4 CONT. W/ (2) 12d PRE ENGINEERED (SPACED & 3" FROM ' 1 M u.. LLI PRE-ENGINEERED NAILS TO EACH STUD TRUSSES @ 24" O.C. @ 24" O.C. TO FLOOR ATTACHED PER IO.C. IS REQUIRED w/ SHOP DRAWINGS 1 TRUSS PER PLAN 12 MAX. PER PLAN J ATTACHED PER (2) 2x SYP #2 1 I 2x8 #2 SYP SILL PLATE I MIN. 2x6 #2 SYP CONT. I PER PLAN SEE ARCHS FOR ROOF D04 SECTION @ LOW ROOF PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS BUILT-UP STUD LEDGER W/ (2) Ya''x3-1/2" 1 I W/Y2' EPDXY ANCHOR WATERPROOFING AND W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 SEE FLOOR FRAMING - PLAN I COLUMNS TRUSS PER PLAN I OR J -BOLT @ 32 O.C. SDS WOOD SCREWS @ - - - r- - - - - - - - -- I/MIN. 7" EMBEDMENT FINISH FOR MORE INFO C LL CV O u. g O 16" O.C. MAX.MAx& 3" & 6" FROM EACH END IS, \ STUDS ABOVE TO FROM EA. END -USE I TRUSS ANCHOR (SEE Cjj STUDS ABOVE ARE 1 : (3) SCREWS FOR 24" I SIMPSON LUS26. USE PLAN) LEDGER PER PLAN FECESS LEDGER INTO O.C. ( LUS26-2 FOR 2PLY TO ALIGN W/ STUDS (TRUSS. VERIFY W/ I TRUSS ROOF SHEATHING 1-mWZ�� O— �W o� Z BELOW TRUSS SHOP ( ATTACHED PER STUDS ABOVE TO DRAWINGS 2x8 SYP #2 LEDGER W/ ------------------------ (---J NAILING SCHEDULE SIMPSON CS18 _gJ0 (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS TO MASONRY WALL PER STUDS BELOW ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH PLAN 2x TOP PLATE O.H. - w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSG.T. p p USE (4) OPT. TRUSS RECESS LEDGER PER PER ELEV. HEADER BELOW 16d NAILS) i' 0 (2) 2x HEADER SEE 2x #2 SPF STUDS @ 16" J V Z�ap0WZ �U PLAN FOR MORE INFO O.C. w/ EXT. SHEATHING �� -- --- - - ---- .�� - -- --- - ---- • -- --- - & CONNECTIONS FROM TOP OF WALL TO 3/4"=1'-0" I SEE 2NC r----------------------------, WALL SE ADDITIO A INFORM, 3/4..=1'-1J" N 3/4"=1'-0" BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL SHEATHING ISN'T CONT. PLATES U.N.O. SIMPSON H2.5 z B ON NOTES &CONNECTOR LEGEND FOR LOCATION LSTA18 STRAPS ARE TRUSS TO LEDGER ATTACH EACH TRUSSCONNECTION IMIN. 2x6 #2 SYP 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 0 �-- 2X4 #2 SYP NAILER (2) 2x HEADER (CONT. LEDGER w/ (2)- TO BEARING WALL TO STUDS W/ 3-16d J IF WALL SHEATHING IS SEE LD02/SD3 FOR OF JACKS / KINGS. # OF STUDS TO IYa"x3" SDS WOOD STUDS ABOVE STOPPED BELOW MORE INFO IF W O b ISCREWS @ 16" O.C. ROOF LINE TRUSSES ARE FRAMING PLAN FOR NAILER W/ (3) 10d ALIGN 2ND FLOOR TOP OF WALL TO DBL IMAX - EQUALLY & CONNECTION INFO TOE NAILS. (SPACED & 3" FROM ' 1 M u.. LLI END OF LEDGER - IUSE (3) SREWS 1F 24" LEDGER RECESSED INTO TRUSS. VERIFY @ 24" O.C. TO FLOOR ATTACHED PER IO.C. IS REQUIRED w/ SHOP DRAWINGS 1 CONT. ADD BLOCKING L-------------------------- J ATTACHED PER OPT. TRUSS RECESS LEDGER g�LLZz D04 SECTION @ LOW ROOF PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS 3/4..=1'-1J" N 3/4"=1'-0" BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT WINDOW SEE PLAN INFO. IF WALL SHEATHING ISN'T CONT. PLATES U.N.O. FLOOR GIRDER SEE z B ON NOTES &CONNECTOR LEGEND FOR LOCATION LSTA18 STRAPS ARE REQUIREMENTS. ATTACH EACH TRUSSCONNECTION PLAN FOR 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO 0 �-- 2X4 #2 SYP NAILER (2) 2x HEADER TOENAILS EACH SIDE GIRDER BELOW TO BEARING WALL TO STUDS W/ 3-16d J IF WALL SHEATHING IS SEE LD02/SD3 FOR OF JACKS / KINGS. # OF STUDS TO @ EA. STUD. STUDS ABOVE STOPPED BELOW MORE INFO IF W O ATTACH TRUSS TO EXT. SHEATHING FROM ROOF LINE TRUSSES ARE FRAMING PLAN FOR NAILER W/ (3) 10d ALIGN 2ND FLOOR TOP OF WALL TO DBL PARALLEL TO WALL & CONNECTION INFO TOE NAILS. STUDS w/ 1ST FLOOR BOTTOM PLATE. IF 2x BASE PLATE W/ 12d ROOF SHEATHING M u.. LLI ROOF AND EXTERIOR STUDS SHEATHING IS NOT @ 24" O.C. TO FLOOR ATTACHED PER SHEATHING CONT. ADD BLOCKING SYSTEM BELOW NAILING SCHEDULE W NOT USED ATTACHED PER (2) 2x SPF#2 BASE @ SHEATHING SPLICE F1 g�LLZz NAILING SCHEDULE PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS PLYWOOD FLOORING 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 SEE FLOOR FRAMING - PLAN I LEDGER W/ (4) 16d TRUSS, THEN ATTACH @ TOP REQ'D FOR MORE INFO C LL CV O u. g O 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING IS, \ m Q 0 PLATES U.N.O. FLOOR GIRDER SEE z B ON NOTES &CONNECTOR LEGEND TRUSS TO LEDGER REQUIREMENTS. ATTACH EACH TRUSSCONNECTION PLAN FOR 0 SHEET FOR REQUIRED QUANTITY (2) 2x HEADER i. TO BEARING WALL 1 1-0 w J SEE FLOOR PLAN OF JACKS / KINGS. # OF STUDS TO SEE FLOOR STUDS ABOVE USING SIMPSON H10A W O SEE TRUSS LAYOUT FOR TRUSS LOCATION FOR MORE INFO FRAMING PLAN FOR SCALE: U.N.O. ON FRAMING LLILL & CONNECTION INFO U MORE INFO. VERIFY M u.. LLI SP4 TOP OF EA. 06-20-18 a PLAN FOR LOCATION F2 SECTION @ '? STORY BRG W NOT USED F1 TYPICAL STUD U.N.O. F1 g�LLZz J Z STA30 HEADER SIMPSON CS18 z TO BUILT UP STUD C LL CV O u. g O 2x STUDS SEE PLAN STUDS ABOVE TO Cjj STUDS ABOVE ARE STUDS BELOW Q � IM TO ALIGN W/ STUDS SIMPSON CS18 1-mWZ�� O— �W o� Z BELOW STUDS ABOVE TO SIMPSON CS18 _gJ0 v0=~w� I- LU �LL Cr- F- STUDS BELOW STUDS ABOVE TO z_ U.N.O. wOa F -a- � W C7 E HEADER BELOW i' 0 = J V Z�ap0WZ �U 2x SPF BASE CLF-mZF- H- W PLATE ¢ W�0-W O L�L OXQCLW a =~LL PROVIDE SOLID BLOCKING PRE-ENGINEERED �'`.Za Z _ WITHIN FLOOR SYSTEM FLOOR SYSTEM �LOWOCU NDER BUILT UP COLUMNS -��a0„�F"' cn KNEEWALL OR BEAM 0 0 Al X LL W-0 W 2 W W -� w p_0'2 N — z d o (2) 2x SPF TOP PLATES U.N.O. (2) 2x HE W D B SEE FLOOSIMPSON CS18 > MORSTUDS ABOVE STUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE 7STA309 o a TO ALIGN W/ STUDS °° BELOW HEADER TO I I I I BUILT UP STUD vi o: 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO _ A m Q 0 EXTENSION FLOOR GIRDER SEE z B ON NOTES &CONNECTOR LEGEND TRUSS TO LEDGER REQUIREMENTS. ATTACH EACH TRUSSCONNECTION PLAN FOR 0 SHEET FOR REQUIRED QUANTITY 8" CMU WALL, TYP. STUDS TO ALIGN W/ TO BEARING WALL 1 1-0 w J OF JACKS / KINGS. # OF STUDS TO SEE FLOOR STUDS ABOVE USING SIMPSON H10A W O SEE TRUSS LAYOUT FOR TRUSS LOCATION MATCH BETWEEN FLOORS. FRAMING PLAN FOR SCALE: U.N.O. ON FRAMING LLILL & CONNECTION INFO U MORE INFO. VERIFY M u.. LLI PLANS 06-20-18 a PLAN FOR LOCATION F2 SECTION @ '? STORY BRG W NOT USED F1 TYPICAL CONNECTION GIRDER OR BEAM F1 g�LLZz J Z z W W C LL CV O u. g O Cjj Q � IM 1-mWZ�� O— �W o� Z 0-jOJ _gJ0 v0=~w� I- LU �LL Cr- F- z_ wOa F -a- � W C7 E i' 0 = J V Z�ap0WZ �U CLF-mZF- H- W i M ¢ W�0-W O L�L OXQCLW a =~LL �'`.Za Z _ �LOWOCU -��a0„�F"' cn 0 0 X LL W-0 W 2 W W -� w p_0'2 N — z 2 0- LL �y U) u. O O W D STRUCTURAL ENG: RMG > DRAFTING: O O LL L) o a W W vi o: H U ° V ♦♦^^ VJ A d d� d TO O J o ° M $co z cA z_ U z �a ' '�` Z 0 a W Q `�- zL U W J r 0 �w Q CO~ 0 � 0 - E °a Z FWu�i�� 8 ¢ (� z N C1 Q Z U HQ J V, - - U) _ L.. ONmlL N - NAILS. ATTACH NAILS SEE FOUND. PLAN FOR FTG. REQ. m - - INTO END OF EA. @ 12" O.C. ATTACH PER NAILING l wo W -� mo:o1a FLOOR TRUSS, 24" SCHEDULE LAN \ STRAPS TOP & z J = D = O � w =0 -- FLOOR CS18 PER I O I— 0 O.C. MAX. (INSTALL (4) WF16/ 2x4 SYP#2 BLOCKING USS DIREC L_ - _ _ _ - - 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD F- Z Q ¢ w Y o E NAILS AT EA. SIDE OF W/ (2) 10d TOE NAILS &MORE INFO O @ O v O o g a WALL & WALL OPENINGS 32 o.c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL ¢ 0, w = G.T.) - - - - - - MAX. W16" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE O 0 LOW ROOF TRUSS W/ W Q LO (2) 2x TOP PLATE WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER W w M SIMPSON LUS26 OR W F' U- U o IF 2 -PLY TRUSS 16 TALL RAISED HEEL _ Z BOTTOM CHORD SEE HEADER SUPPORT SCHEDULE SIMPSON LUS26-2 SEE PLAN FOR BEARING WALL EXTENSION FLOOR GIRDER SEE z B ON NOTES &CONNECTOR LEGEND TRUSS TO LEDGER REQUIREMENTS. ATTACH EACH TRUSSCONNECTION PLAN FOR U SHEET FOR REQUIRED QUANTITY 8" CMU WALL, TYP. STUDS TO ALIGN W/ TO BEARING WALL 1 1-0 w J OF JACKS / KINGS. # OF STUDS TO SEE FLOOR STUDS ABOVE USING SIMPSON H10A m SEE TRUSS LAYOUT FOR TRUSS LOCATION MATCH BETWEEN FLOORS. FRAMING PLAN FOR SCALE: U.N.O. ON FRAMING LLILL & CONNECTION INFO U MORE INFO. VERIFY F- z PLANS 06-20-18 a PLAN FOR LOCATION F2 SECTION @ '? STORY BRG W NOT USED F1 TYPICAL CONNECTION GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL m ti z ¢ Z N Ix 0 M Q I— Q LL AND DIRECTION @ z > MB U QC CHECK: cc 3/4"=V-0" 1 1-0 w J JOB No. DWH-0205485 m SCALE: AS INDICATED LLILL 0 U F- z DATE: 06-20-18 a W NOT USED O J Z z W W Cjj Q � IM 0 0-jOJ _gJ0 z_ i' 0 = J V _ Z V i M ¢ W�0-W O �'`.Za �LOWOCU 0 0 w p_0'2 N — z O W D STRUCTURAL ENG: RMG DRAFTING: W -STRUCT: MB U QC CHECK: cc JOB No. DWH-0205485 m SCALE: AS INDICATED Q F- z DATE: 06-20-18 W NOT USED W D SD5 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. T HEIGHT OF STAIRS AT LANDING STANDARD (3) 2X12 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" SYP #2 STRINGERS W/ t_ O / C) ` MANUFACTURER'S WRITTEN _12 MIN. (3) 2x SYP #2 STUDS SIMPSON A34 CLIP TO 0 RESIDENTIAL. 2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING KNEEWALL FOR VERTICAL i Q REQ'D @ END OF LANDING FLOOR SYSTEM/ a SPECIFICATIONS FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3) HEADER W/ MIN. (6) 12d LANDING FRAMING PLYWOOD FLOORING C - c \ TYP FOR EACH STAIR ROWS 10d NAILS AT 8" O.C. NAILS FROM (2)2x12 SYP#2 RUN TO ALLOW VERTICAL HEADER TO BUILT UP 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO STUD COLUMN LINE UP 2xJOIST IN CONSTRUCTION. NAILS 4" O.C. @ L -BRACE @ 6'-0" OC & LINE WITH MIDDLE FACE OF TRUSS MIN. (3) 2x SYP #2 STUDS STANDARD (3) 2X12 2x12 STRINGER TO BE 6" MIN. REQ'D @ END OF LANDING .. SYP #2 STRINGERS W/ L UTILIZED AS BLOCKING HEADER W1 MIN. (6) 12d 5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6)12d TOENAILS (BLOCK SOLID SIMPSON A34 CLIP TO @ ANY OPENING 0 2x4 CONT. TOP PLATE 2x12 SYP #2 STRINGERS NAILS FROM (2)2x12 SYP#2 UNDER BEAMS LESS THAN 2x12) .6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS FLOOR SYSTEM/ SEE PLAN FOR - ATTACH 2x6 VERTICAL (ATTACH TOP PLATE HEADER TO BUILT UP 4'-0" MAX. PLYWOOD OSB LANDING FRAMING MASONRY WALL OR STUD COLUMN I ONE MID -SPAN @ OVER SHEATHING OVER SH TYP FOR EACH STAIR WOOD WALL A 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER LANDING ATTACHED DOUBLE TRUSS PARALLEL TO FLOOR RUN TOE NAILS A34 @ EA. STRINGER PER THE FLOOR MIN. 2x8 SYP#2 JOISTS @ IF 2X HEADER DOES SECTION X -X FRAMING NOTES EQUALLY LANDING @ 16"O.C. W/ - TO LANDING NOT BEAR ON 2X BUILT SIMPSON A35 OR LUS26 = - o SPACED/CENTERED IN UP COLUMN SEE 2x4 #2 SPF STUDS @ - MIN. 2 2x12 SYP#2 HEADER O - HANGER ON EACH SIDE cn OPTIONAL HANGER 2x4 CONT. TOP PLATE MID SPAN BLOCKING PER HEADER MID SPAN BLOCKINGU. 2x ATTACHED TO CONNECTION BELOW TO MATCH JOIST REQUIREMENT AT LANDING TO MATCH JOIST FACE OF TRUSS STUD TO BE STRINGER I I I III DEPTH W/ (3) 10d SCHEDULE @ END OF DEPTH W/ (3) 10d STUDS W/ (2) 16d TOE NAILS 32" TOENAILS EACH END ATTACHED TO TRUSS u BELOW (OTHERWISE F F-7Nit LANDING FOR STRINGERS TO CONNECT TO. HEADER B TOENAILS EACH END B MIN. 2x8 SYP#2 LEDGER IF M (3) 16d MIN. 2X8 SYP #2 JOISTS K u I (P.T. 10" MIN. @ LANDING @ 16" O.C. NAILS @ 16" O.C. MAX. TO EACH TO BEAR DIRECTLY ON ATTACHING TO MASONRY OILSEE ARCH PLAN W/ SIMPSON A35 OR ATTACH W/ (2) 12d � 2x12 SYP #2 STRINGERS I I I I c BUILT UP COLUMN BELOW WALL) CONT. LEDGER w/ (3) 16d LUS26 HANGER ON - SEE PLAN FOR OR OPTIONAL ATTACHMENT ONE ON EACH SIDE AND NAILS @ 16" O.C. MAX. TO EACH I I I I III ( STRINGERS TO EACH SIDE TYP. @ 16" O.C. AND 4" FROM ENDS MASONRY WALL OR MIN. SPF #2 2X SLEEPER 16 O.C. MAX. @ " PER B -B ( STUD. ((2) 1/4"x3-1/4" TAPCONS X i o WOOD WALL FRAMED OVER LANDING IF STEP REQUIRED MID I I I I I` @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL} °A LANDING. TOENAIL 2X SLEEPER TO SOLID 4'-0" MAX. MAX. FOR MASONRY WALL) 2x4 SILL PLATE W/ (2) H CONTINUOUS FULL w BLOCKING BELOW W/ 12d NAILS @ 8" O.C. C TOENAILS BOTTOM I LENGTH MIN. (3) 2X12 ( 16d TOE NAIL EA. A -A PLAN VIEW 90 DEGREE TURN LANDING BUILT UP COLUMN STAIR WINDER DETAIL - SYP HEADER OF LANDING FOR C z; 3/4" PLYWOOD OR OSB SHEATHING OVER ACCOMMODATE 2x I CONT. BRACE & 10d C A35 CONNECTION / III 1 LANDING ATTACHED PER THE FLOOR FRAMING u MIN. (3) 2x SYP #2 STUDS 3/4" PLYWOOD OR OSB I 2x4 SILL PLATE W/ (2) STRINGERS TO CONNECT TO. BEAM g NOTES E REQ'D @ END OF LANDING ATTACHMENT PER B -B SHEATHING OVER WALL SEE PLAN FOR TO BEAR ONTO BUILT F L. O z O MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. C HEADER W/ MIN. (6) 12d LANDING ATTACHED FLOOR SHEATHING u 3/4" PLYWOOD OR OSB SHEATHING OVER UP COLUMNS BELOW. MORE INFO _ — FRAMED OVER LANDING IF STEP REQUIRED MID c NAILS FROM (2)2x12 SYP#2 4'-0" MAX. f ` PER THE FLOOR NAIL PLIES FROM ONE 2x8 P.T. SYP #2 (MIN.) LET -IN, o o I LANDING. TOENAIL 2X SLEEPER TO SOLID HEADER TO BUILT UP FRAMING NOTES LANDING ATTACHED FACE W/ (3) ROWS 10d Q ATTACH 2x4 TO TRUSS u BLOCKING BELOW W/ 12d NAILS @ 8" O.C. o STUD COLUMN MIN. (3) 2x4 SYP #2 PER THE FLOOR NAILS O.C. W/ (2) Ya''x3" SDS C (6) 1/4"x3-1/4" EVENLY COLUMN MIN. 2x8 SYP#2 JOISTS FRAMING NOTES @ 8" & 4" FACE OF TRUSS � MIN. 2X8 SYP #2 JOISTS @ LANDING C OPTIONAL (2)2x12 SYP#2 SCREWS EQUALLY a SPACED TAPCONS & MIN. FROM ENDS o W @ 16" O.C. W/ SIMPSON A35 OR c ATTACHMENT TO -CMU/LEDGER IN LIEU OF --- SPACED &CENTERED o BEAM @ END OF 2x P.T. BOTTOM PLATE � O a, w o LUS26 HANGER ON EACH SIDE TYP. L BUILT UP COLUMN MID SPAN BLOCKING 2x6 VERTICAL AND 16" O.C. MAX LANDING PER ~ LUS26 HANGER ON EACH SIDE WOOD: I TO TRUSS W/ (3) %a' x 3" SCHEDULE STANDARD (3) 2X12 �' z r MID SPAN BLOCKING TO MATCH HU210-2/HUC210-2 W/ TO MATCH JOIST SDS WOOD SCREWS OPTIONAL (2)2x12 SYP#2 SYP #2 STRINGERS W/ p O JOIST DEPTH W/ (3) 10d TOENAILS < (18)16d NAILS TO I DEPTH W/ (3) 10d EQUALLY ATTACHMENT TO CMU/LEDGER SIMPSON A34 CLIP TO v EACH END LEDGER/SUPPORT AND TOENAILS EACH END SPACED/CENTERED IN TRUSS SEE PLAN IN LIEU OF BUILT UP COLUMN FLOOR SYSTEM/ F (10)10d NAILS TO (2)2x12 � F WOOD: LANDING FRAMING I u SYP#2 HEADER FACE OFTRUSs g FASTEN EACH 2X12 STAIR FRAMING INFO SCALE: 3/4"=1'-0" HU210-2/HUC210-2 W/ (18)16d TYP FOR EACH STAIR FLOOR TRUSSES SCALE: 3/4"=1'-0" SINGLE TRUSS PARALLEL TO FLOOR - MASONRY: o NAILS TO LEDGER/SUPPORT RUN LINE UP 2xJOIST IN N.T.S. c HU210-2/HUC210-2 W/ 9 STRINGER TO DBL. 2X AND (10)10d NAILS TO (2)2x12 LINE WITH MIDDLE C -C CROSS " SECTION @ " (18) 1/4"x3-1/4" TAPCONS HEADER W/(3) 12d NAILS, SYP#2 HEADER 2x12 STRINGER TO BE C TO CMU AND (10) 10d ALONG WITH A34's MASONRY: UTILIZED AS BLOCKING LANDING STEP C NAILS TO (2)2x12 SYP#2 SEE PLAN FOR MIN. (3) 2x SYP #2 STUDS HU210-2/HUC210-2 W/ (18) HEADER MASONRY WALL OR REQ'D @ END OF LANDING 1/4"x3-1/4" TAPCONS TO CMU B B STANDARD (3) 2X12 WOOD WALL HEADER W/ MIN. (6) 12d AND (10) 10d NAILS TO (2)2x12 SYP #2 STRINGERS W/ B B NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP SYP#2 HEADER MIN. (3) 2x SYP #2 STUDS c SIMPSON A34 CLIP TO REQ'D @ END OF LANDING j FLOOR SYSTEM & STUD COLUMN HEADER W/ MIN. (6) 12d LANDING FRAMING B -B CROSS SECTION NAILS (2)2xl2 YP#2 HEADER TOO BUILT UPM OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO o MIN. (2) 2x12 SYP#2 HEADE MIN. 2x8 SYP#2 LEDGER (P.T. IF STUD COLUMN CMU/LEDGER 1N LIEU OF BUILT UP COLUMN MIN. 2x8 SYP#2 LEDGER (P.T. IF PER HEADER REQUIREMENT ATTACHING TO MASONRY WOOD: ATTACHING TO MASONRY F, AT LANDING SCHEDULE @END MIN. 2x SYP#2 JOISTS 8 J S WALL) CONT. LEDGER w/ (3) 16d STRINGERS TO BE NOTCHED - 1 - AIL L HU210 3/HUC2 0 3 W/ (18)16d NAILS TO EDGER/SUPPORT AND WALL) CONT. LEDGER w/ (3) 16d OF LANDING FOR STRINGERS @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH AT LANDING OR PROVIDE 2x4 (10)10d NAILS TO (3)2x12 SYP#2 HEADER NAILS @ 16" O.C. MAX. TO EACH o TO CONNECT TO. HEADER TO W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS SYP #2 LET -IN CLEAT AND MASONRY: STUD. ((2) 1/4"x3-1/4" TAPCONS BEAR DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. AND 4" FROM ENDS ATTACH TO JOISTS BELOW HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND @ 16" O.C. AND 4" FROM ENDS u COLUMN BELOW OR OPTIONAL EACH SIDE MAX. FOR MASONRY WALL) W/(2) -12d NAILS @ 12" O.C. (10)-10d NAILS TO (3)2x12 SYP#2 HEADER MAX. FOR MASONRY WALL) ATTACHMENT PERE-B A -A PLAN VIEW @ 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED) - E FRAMINGINGERTOLONDWG FRAMING W/(3) -12d TOENAILS A -A PLAN VIEW @ 180 DEGREE TURN LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A34 @ EA. STRINGER BOTTOM CHORD TO LANDING 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" 0 L C 3/" 22` SEE ARCH PLAN ' I 2x4 CONT. TOP PLATE F MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS SEE DESIGN PLAN FOR @ 24" O.C. 2x4 SILL PLATE W/ (2) FLOOR SYSTEM PER GENERAL STAIR NOTES: 2x6 VERTICAL @ 6'-0" I 2x4 #2 SPF STUDS @ MAX. RISE OF STEPS I 10d NAILS @ 4" O.C. I FRAMING PLAN TYP. t O.C. MIN. AND @ANY 24" O.C. W/ (2) 12d AND MIN. TREAD 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM OPENING W/IN (NOTCHED @ 2x6 I IF I -JOIST, INSTALL TOENAILS BOTTOM DEPTH VERTICAL LOCATIONS) WEB FILLER PER 1 �` Z ' O CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC HANDRAIL 00 o Z NOTCH SILL PLATE Z�. . w cc t - _ UJ * 0° O S Z � - t_ O / C) ` MANUFACTURER'S WRITTEN _12 E tttt111 0 RESIDENTIAL. 2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING KNEEWALL FOR VERTICAL i Q NOTCH SILL AND a SPECIFICATIONS FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3) PLYWOOD FLOORING C - c \ ROWS 10d NAILS AT 8" O.C. TO ALLOW VERTICAL 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO CONSTRUCTION. NAILS 4" O.C. @ L -BRACE @ 6'-0" OC & FACE OF TRUSS L 4. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" .. L 5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6)12d TOENAILS (BLOCK SOLID @ ANY OPENING 0 2x4 CONT. TOP PLATE 2x12 SYP #2 STRINGERS UNDER BEAMS LESS THAN 2x12) .6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS - ATTACH 2x6 VERTICAL (ATTACH TOP PLATE ONE ON EACH SIDE AND SCREWS WITHOUT ADDITIONAL REVIEW TO TRUSS W/ (3) Ya" x 3" 3 /2° TO STUDS W/ (2) 16d ONE MID -SPAN @ A A 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS TOE NAILS A34 @ EA. STRINGER - - USING (3)-12d NAILS, ALONG WITH A34's SECTION X -X N.T.S. EQUALLY TO LANDING SPACED/CENTERED IN 2x4 #2 SPF STUDS @ - 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24" O.C. EVERY OTHER 2x ATTACHED TO MIN. 2 2x12 SYP#2 O MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE STRINGER I I I III HEADER PER HEADER ATTACHING TO MASONRY WALL) CONT. LEDGER w/ STUDS W/ (2) 16d TOE NAILS 32" ATTACHED TO TRUSS u BELOW (OTHERWISE F REQUIREMENT AT (3) 16d I LANDING SCHEDULE @ NAILS @ 16" O.C. MAX. TO EACH OILSEE ARCH PLAN ATTACH W/ (2) 12d � 2x12 SYP #2 STRINGERS I I I I END OF LANDING FOR - STUD. ((2) 1/4"x3-1/4" TAPCONS MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) < ONE ON EACH SIDE AND I I I I III ( STRINGERS TO @ 16" O.C. AND 4" FROM ENDS 2x4 #2 SPF STUDS @ X X i cFi ONE @ MID -SPAN I I I I CONNECT TO. HEADER MAX. FOR MASONRY WALL} 24" O.C. W/ (2) 12d NOTCH FLOOR 2x4 SILL PLATE W/ (2) H TO BEAR DIRECTLY ON TOENAILS BOTTOM I SHEATHING TO ( 16d TOE NAIL EA. I I BUILT UP COLUMN ACCOMMODATE 2x I CONT. BRACE & 10d C A35 CONNECTION / III BELOW OR OPTIONAL WOOD OR MASONRY I 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO ATTACHMENT PER B -B WALL SEE PLAN FOR NOTCH SILL AND I �� 10d NAILS @ 4 O.C. �___ FLOOR SHEATHING u MORE INFO PLYWOOD FLOORING (NOTCHED @ 2x6 2x8 P.T. SYP #2 (MIN.) LET -IN, I TO ALLOW VERTICAL VERTICAL LOCATIONS). ATTACH 2x4 TO TRUSS u FASTEN TO SLAB USING MIN. MIN. (3) 2x4 SYP #2 TO SLIDE DOWN TO W/ (2) Ya''x3" SDS C (6) 1/4"x3-1/4" EVENLY COLUMN MIN. 2x8 SYP#2 JOISTS FACE OF TRUSS SCREWS EQUALLY a SPACED TAPCONS & MIN. @ LANDING @ 16"O.C. --- SPACED &CENTERED o END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE W/ SIMPSON A35 OR ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS E LUS26 HANGER ON EACH SIDE TO TRUSS W/ (3) %a' x 3" L -BRACE @ 6'-0' O.C. & c r SDS WOOD SCREWS @ANY OPENING p HEIGHT OF LANDING EQUALLY u PER FLOOR PLAN SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE F ST01 GENERAL LANDING & I ST03 SECTION HANDRAIL W/ FACE OFTRUSs STAIR FRAMING INFO SCALE: 3/4"=1'-0" L FLOOR TRUSSES SCALE: 3/4"=1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR a N.T.S. 0 F COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. w -s o- �` Z ' O 6:Uj O Oi J;� 00 o Z 22 22 N Z�. . w cc t - _ UJ * 0° O S Z � - t_ O / C) fid, �'••......•••• ; Z _12 E tttt111 0 U 0 A N GQ 0 N o � LL. U z °� Q z' -� Q 00 ♦�^^ U z VJ J 0 W W Z V W Z VO W C) P UO) (j)8 W o rW1•�, Z Q Qw Y O V ZE O �O�ga J Z OVo Im ZN O J I.- LL Q J W 0 0 Co Q �} 2 Lu m ~ OJ0� =�_5 W V 1- V LU ti a a ' .Za pW�t� IQOW .0 2 0� N 11 RUCTURAL ENG: RMG ;AFTING: STRUCT: MB CHECK: CC B No. DWH-0205485 .ALE: AS INDICATED kTE: 06-20-18 Z ' O CL U1 i Q U 0 A N GQ 0 N o � LL. U z °� Q z' -� Q 00 ♦�^^ U z VJ J 0 W W Z V W Z VO W C) P UO) (j)8 W o rW1•�, Z Q Qw Y O V ZE O �O�ga J Z OVo Im ZN O J I.- LL Q J W 0 0 Co Q �} 2 Lu m ~ OJ0� =�_5 W V 1- V LU ti a a ' .Za pW�t� IQOW .0 2 0� N 11 RUCTURAL ENG: RMG ;AFTING: STRUCT: MB CHECK: CC B No. DWH-0205485 .ALE: AS INDICATED kTE: 06-20-18