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HomeMy WebLinkAbout4608 Tampico Way 18-1587 (a)GENERAL NOTES WIND DESIGN LOAD INFORMATION FOUNDATIONS WIND SPEED (ALLOWABLE) 108 mph SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MEANS AND METHODS MAX. DRY DENSITY AS DETERMINED BY ASTM D1657 (MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE BEARING CAPACITY 2000 PSF CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE TERMITE TREATMENT ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND REQUIREMENTS, IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. STATIONS. UNDER STAIR PROTECTION CAST IN PLACE CONCRETE (+) 21.2 (+) 21.2 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT, (12.7MM) GYPSUM BOARD. AILD A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2 REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD ASTM A-615 GRADE 40 MIN. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY USED IN LIEU OF WWF. OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE 1: WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND MINIMUM G50 ZINC COATING "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE AT EACH END SHALL BE PROVIDED. PRESERVATIVE WOOD TREATER. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE 48 BAR DIAMETERS. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF CENTER TO UPPER 1/3 OF THE SLAB. ASTM F1667 BOLTS AND THREADED RODS PREFABRICATED WOOD TRUSSES 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. AND STRUCTURAL PLANS FOR MORE INFO. MASONRY WALL CONSTRUCTION 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY PSI (fm = 1900 PSI) TRUSS ENGINEER OF RECORD 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". LATEST EDITION OF ANSI TPI 1. 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. MANUFACTURER UNLESS NOTED ON PLANS 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF FILLED WITH COARSE GROUT AND GRADE 40 STEEL. REINFORCEMENT SHALL BE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TRUSS DESIGN LOADS: WALL AT THE TOP & BOTTOM & MAXIMUM 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 a 100 SQ FT) ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. C) DECKS = 40 PSF D) STAIRS = 40 PSF 10, MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL MINIMUM FLOOR DESIGN DEAD LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO A) FLOORS = 15 PSF B)BALCONIES = 15 PSF CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. GENERAL LOADING: 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING ATTIC WITHOUT STORAGE = 10 PSF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ATTIC WITH LIMITED STORAGE = 20 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. GUARDRAILS IN -FILL COMPONENTS = 50 PSF 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE -ADDIT'L BRACING & BLOCKING PER BCSIA &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 -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) GRADED "No.1/No.2" BY NLGA, OR BETTER. 12d TOENAILS EACH END. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45° FROM VERT. TO EA, TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SFIB, OR BETTER. MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'4" MAX AND 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING. SEE BCSI-B3 SECTIONS 1, 2 AND 3 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING SHALL BE SPF#2 OR BETTER U.N.O.. PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS 6. END -JOINTED LUMBER IS NOT PERMITTED TORE USED IN ANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. ONE TRUSS SPACE (24") PLUS 6" MIN PAST BOTTOM CHORD. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER TABLE WITHIN BCSI-133). AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. BY OTHERS. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING 10. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON FIELD REPAIR NOTES HSS2 STUD SHOES, TYP U.N.O. 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 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8:1 (INCLUDING LVL PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000 Wine U.N.O. E = 1,500,000 Win' U.N.O. Fb = 2650 Fb =3000 Fb =2200 Ft = 1650 Ft = 1700 Ft = 1500 Fc 11= 3000 Fc 11= 3000 Fc 11= 2100 Fc j = 450 Fc j = 900 Fc j = 450 Fv = 285 Fv = 285 Fv= 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 5/8" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. USED FOR RISERS &TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. 1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP1/2 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL W/IN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7, OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM +1/2"-1-1/8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/6" UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 TB -1 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND H VALUE DENOTES PRESSURE AREA (SQ FT) - VALUE DENOTES SUCTION AREA Q (D INTERIOR DETIALS (+) 21.2 (+) 21.2 10 - 22.9 -) 28.3 SIDE ELEVATIONS (+) 20.2 (+) 20.2 20 (-) 22.0 - 26.4 OQ�W(0 (+) 19.0 (+) 19.0 50 -) 20.8 (-) 23.9 h (+) 18.0 (+) 18.0 100 - 19.8 - 22.0 GARAGE DOORS 9'-0" x 7'-0" 16'-0" x 7'-0" S4 (+)18.4 S5 FIRST FLOOR FRAMING PLAN (-) 20.9 (-) 19.7 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 a( 55 �✓ 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 V-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. REVIEWED pori CODE COMPLIANCE PLAIf MINER_ DATE A PERmrr ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY'ro VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOF1 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 #18-1587 S NFoVz0 David Weekley Homes REAGAN POINTE - LOT 32 MODEL 7497 ELEVATION C GARAGE SOUTH 4608 TAMPICO WAY, SANFORD, FL 32773 INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES FS -1 FOUNDATION FORMS PLAN TB -1 a PLN -1 FIRST FLOOR PLAN `®®``�P1111f►tl®''�'0 SECOND FLOOR PLAN oD FIRST FLOOR UTILITY PLAN ® ® • • cd N 0 INTERIOR DETIALS INT -2 Q ELVA FRONT AND REAR ELEVATIONS < t w SIDE ELEVATIONS <( ROOF PLAN PLT -1 PLOT PLAN H 0O INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES FS -1 FOUNDATION FORMS PLAN TB -1 TIE BEAM PLAN PLN -1 FIRST FLOOR PLAN PLN -2 SECOND FLOOR PLAN ELEA FIRST FLOOR UTILITY PLAN ELE-2 SECOND FLOOR UTILITY PLAN INT -1 INTERIOR DETIALS INT -2 STAIR SECTION ELVA FRONT AND REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN PLT -1 PLOT PLAN H 0O OQ�W(0 > Q � h S2 FOUNDATION PLAN S2.1 I DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S3.1 FOUNDATION DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS S D4 TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 1/10/2017 CREATED ELEV. A, B, C w/ OPTIONS HBG 2 12/5/2017 CREATED STEMWALL PER RPT -42 CC/JV 3 1/6/2018 UPDATED ELEVATION 'B' FRONT PORCH PER RPT -44 & UPDATED PLANS TO MEET F.B.C. 6th (2017) RESIDENTIAL DP/MR COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited, F- ❑ Z 'O U) w 3 W C ry C J F- W U) M I�- M J LL ��. 6�� • ~ w Z Of U LL 0 08.0 W M E111! F- ❑ Z 'O U) w 3 W C ry C J F- W U) M I�- M J LL (D Lu rn 06 IW- z co 8 Vr Qz ca0 m Z o5M Y Q00 $ Y Z<LawYe0 o X 0 (L C7 LL Z Oar 2 STRUCTURALENG BAD DRAFTING. -STRUCT: I QC CHECK: JOB No. SCALE: DATE: JW MRB DWH-0204747 AS INDICATED 03/21/18 S1 BMs 0 W M 0 0 i - _ _j w 'Q W1- J W�aa W LU UID 0 w< H 0O OQ�W(0 > Q � h (D Lu rn 06 IW- z co 8 Vr Qz ca0 m Z o5M Y Q00 $ Y Z<LawYe0 o X 0 (L C7 LL Z Oar 2 STRUCTURALENG BAD DRAFTING. -STRUCT: I QC CHECK: JOB No. SCALE: DATE: JW MRB DWH-0204747 AS INDICATED 03/21/18 S1 BMs PLAN REVIINARCHIVE # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 O -ADD COOKTOP WITH DESIGNER HOOD OPTION V (L -ELEVATION A & B: REVISE ROOF PITCH TO 6:12 2. XS 05-04-16 -ELEVATION A & B: ADD 1208 LOUVER TO FRONT GABLE END � Q -REVISE WINDOW AT OPTION BEDROOM #3 TO 5040 HS 3. MST 06-07-16 -ADDED ELEVATION "C" 4. XS 09-07-16 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST -REVISED WINDOWS AT BEDROOM 2. (2) 3-0 6-0 ILO (2) 26SH ELEVATION "N' 5 W 11-4-16 -REVISED WINDOWS AT BEDROOM 2.3-0 5-2 ILO 25SH ELEVATION "B" ti -REVISED WINDOWS AT BEDROOM 2. (2) 3-0 6-0 ILO (2) 25SH ELEVATION "C" C1 -oc000-1c V -REVISED OWNER SUITE BATH DOOR TO 2-6 6 W 11-29-16 - REVISED CHASE LOCATION AT O.S. CLOSET TO REAR OF WATER CLOSET _ — �°O� 4) - CREATE OPT. STACKABLE WASHER/DRYER o 4u U as a + tl> = N Q - UPDATED RAILING DETAIL TO MEET CODE d W>6. ALL ELEVATIONS: -ADD CHASE BEHIND PANTRY 7 JS 2-09-17 ELEVATION A: -REVISE T.O.M. AND PLT. HT. TO 9-4 AT FRONT PORCH -REVISED CORNICE DETAIL: 12" FLOOR FRAMING AT BALCONY, MOVE BEAM FLUSH WITH FLOOR FRAMING, REVISED SOFFIT HGT TO 8-4 -REVISED ARCH SOFFIT HEIGHT TO 8-0 AT ENTRY ON FRONT ELEVATION ELEVATION B: -CORRECTED CEILING NOTE AT FRONT PORCH TO READ 9-8 -REMOVED LINE OF CANTILEVER ON PLN -1 -ADD OVERHEAD CEILING LINE FRONT CANTILEVER AND LABELED CEILING 9-6 -CORRECTED ROOF PITCH ON CORNICE DETAIL TO READ 6:12 PITCH ELEVATION C: -CORRECTED COLUMN AND BEAM PLACEMENT ON ROOF PLAN ALL ELEVATIONS: -REMOVE STORAGE SHELF FROM OWNER'S CLOSET 8 JS 12-20-17 ASR R-EVISIONS # BY DATE DESCRIPTION 1. AO 2/13118 MAKE SERVICE GARAGE DOOR CONCRETE PAD TO 4' DEEP AND 9' WIDE O O V (L (L Z =E l "o � Q J U G v O = 0 U to O y d EE ==�� < HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST a�cov r 00 c � J:co LU co -° : u 6 00 M IN �cm Q O LLJ N cu O O O V (L (L Z =E l "o � Q J U G v O = 0 U to O y d EE ==�� < p dcau.�� r O z E �,o ti C1 -oc000-1c V 'D W y 118 oy-_ _ — �°O� 4) L o 4u U as a + tl> = N Q d W>6. ea EA F-v0i M IN �cm Q �O LLJ N cn O O V (L (L Z 2 N � Q �O co z w o < � r O ti A � M IN �cm Q �O LLJ N N M Q ti LLJ � N � ZOO O V (L (L Z 2 Q �O co z w o < � N SOUTH 7497-C PHS COPPA ORLANDO 4 L-A iLlIl. ii 111 i,. _ 2'-0" 24'-0" 19'-0" 16'-0" 5'-0" 12" 17'-2" 18'-0" 24'-0" ' yF 1 "-/ I. 6' - 0" i c to r O o � ,13 811 4'-4" L O m :' .a .�! E p: eacav oo.�o 0 o • .= Gc a O 0 _E O o rte.+ O S oE�..�; d �3Nc=c N r = ,= G ° 'Ov ° o MMU E N M2.2 M-- L. V— A r i d U) ° m 3 V C. 0 a L. 0.0 60 4 I E P w ai Rf SCI to y� 1 �r I to ---------- J b I I 6'-10" h ' , i I I __--_-- Lj- - a _----------------------- �14, � IP II I rl Ii PI I I II II II 1 t � 50 �`- ----------------� kr II II I m I I JT-�--� 3'-6" I I 1 I --------- ' 1--�--------^,� �1 to i ZD �-------r-------r-r-----T--------- —1J 17'-2" 18'-0" 24'-0" ' yF 1 "-/ I. 6' - 0" rA i c O o � ,13 L O 0 :' .a .�! E p: eacav oo.�o 0 o • .= Gc a O 0 _E O o rte.+ O S oE�..�; d �3Nc=c N .0 = ,= G ° 'Ov ° o MMU E N M2.2 M-- L. V— A r i d U) ° m 3 V C. 0 a L. 0.0 ._ E P w ai Rf SCI to rA i O N r W (D N A z v Nr - M , OD O .. Z N N a N CD Ill N h� •N � c4 c o CV2 D Z c� mS-� mLLUJMM Q � � r !� ®rrrrr Q r w °0 °� •U. .. A U o �• CIO�.-..e� ct o. •.�j-, / ®®®rrrrallaae�r®� i� � L�L. L U. co Z W C Q li d` SOUTH 7497-C FS -1 COPPA ORLANDO F_ 9-4T.O.M. PRE -CAST LINTEL SIZE & TYPE PER ENGINEER 9-4T.O.M. co �I 9 - 8 PLATE 9-4T.O.M. — — FIRST FLOOR i� BEAM TYPE & SIZE PER ENGINEER W N a: co �C oZ 0404 W •E m s s w pIk- r r NMIT r r 90) mN O N c � � o zO� O �o u. (LU. C E G. 2!1-a E a o=cdoo N o N v J Qo oN= '6i =E E o c d c ,'D_ t = E o W40 W 0 E `I c000W 0 mo in C _ w ft H r,-=- V 12 co P w o m E� c r r NMIT r r 90) mN O N O � � N zO� O V u. (LU. 0. I� r N Qo CEO coz W40 W cl)0 `I O V r r NMIT r r 90) mN O N O Maw � � N zO� O V u. (LU. 0. Qo coz W40 cl)0 SOUTH 7497-C TB -1 COPPA ORLANDO FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. " STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 314" HIGH * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 5/8 TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY 1N FIELD 24'-0" 19'-8" 041-411 16'-0" 20" LINE OF CANTILEVER ABOVE L._ —J FIRST FLOOR LIAVE, Q� .... 18x18 FXJ C NTILEVER ABOVE @ 8' - 0" 6'-611 4'-6" 2'-1" 41-311 e. Iq Of 11'" -8 6'-4" �7 4'-10" 12" 18'-Oil 6'_0-, 2., 24'-0" A 11 11 W co c � NMI N 00 cv �m Z 04 CAR 2 CAR GARAGE u- ui a m "$4'a r ®S"%40%J1111airisi r�. Ili - • GARAGE2 ¢ fe •v w Lu 0 ,w • O = o >1 0E3 '0 c � � O Y m 3nc�= . oco0cox 00Z ct O="O= O 0 0 v 0 C1 v N y c I'S W io" ty ui G1 :� .= H tQ fl• O r E>i0++ 0 2 1 A z 07 81 Olt\ r '2011 WALL -� , 7r,k • k JSP 44r, ,. : v�`,dk v Sdd F k(ft'I fl �$irlB kF !'�ykl ,kny WuhY. - ✓ M h°V,_, SM E 1(UKd + i .• y 4 Y r e 3611 HANDRAIJL� i ('x FF ■ ■ Rt e 60 rH 1 .. 9-13 SOFFIT - DB E � Z� TO COLUMN .^. Oil .. SHOWER WIDTH FIRST FLOOR LIAVE, Q� .... 18x18 FXJ C NTILEVER ABOVE @ 8' - 0" 6'-611 4'-6" 2'-1" 41-311 e. Iq Of 11'" -8 6'-4" �7 4'-10" 12" 18'-Oil 6'_0-, 2., 24'-0" A 11 11 W co c � ca N 00 cv �m Z 04 uj- 2 CAR GARAGE u- ui a m "$4'a r ®S"%40%J1111airisi r�. Ili - • „ 4 02 �, ¢ fe •v w Z/. Q 0• ��z A.r� ! A. :� co � ®: d �'/ltlllA PLAN SQFT. TOTAL LIVING 1622 UJfi 544 tet? did gg uj- 2 CAR GARAGE 466 ui a 40 "$4'a r z Ili - +30 ISTER PLAN i c •O� 0 `_ A 0 0 O Lu 0 ,w • O = o >1 0E3 '0 c � � O Y m 3nc�= . oco0cox 00Z ct O="O= O 0 0 v 0 C1 v N y c I'S W io" ty ui G1 :� .= H tQ fl• O r E>i0++ 0 2 PLAN SQFT. TOTAL LIVING 1622 1ST FLOOR 544 2ND FLOOR 1078 2 CAR GARAGE 466 ELV. C 40 SLAB 1080 AC PAD +30 ISTER PLAN i r1 om 04 �N c i 010 0 � L V •0 o 0��242 N .O 0 N tD Q - OVA c E 21v .Q E �. i c •O� 0 `_ A 0 0 O O N O i,:. O +�+ ,c E mC 0 a+ O O 6 c O = o >1 0E3 '0 c � � O Y m 3nc�= . oco0cox 00Z ct O="O= O 0 0 v 0 C1 v N y c c '05 ft W io" ty G1 :� .= H tQ fl• O r E>i0++ 0 2 r1 om 04 �N �O i ti � � N ZOO OVA aaZ r ■ N a 0 00Z 0 to W (D r O N 1 A z IN om 04 �N �O Q ti M Q ti � � N ZOO OVA aaZ 2o a 0 00Z 0 to SOUTH 7497-C PLN -1 COPPA ORLANDO FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE, 10" DEEP & MAX 7 3l4" HIGH * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 1318" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 112" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 -IN - DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT. VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD ')d' - fY' SECOND FLOOR u H W = U) W W J �0 W W U �- �0 Jz L_ U 6U) z N _J Z Q .. W 0 r z �®,`� �� •®®66666®®°® ®�A w01 0 ®®® °•••060.6•° ®\ W n: N cc �r- F4 co ca p Z re - cc u - SOUTH 7497-C PLN -2 COPPA ORLANDO r r C O L •�• i*J+ L N .0 d m CL C E 9''0 -0 E a m=C 0 0o��c, o 0 0 OC 0 0 y 7 iM. E ++ 4� __ C G1 o W to =oma N =060=0 v y 4)0 m _00 A (/)L V 4)wtea, = m�;o��+ev0 is L SOUTH 7497-C PLN -2 COPPA ORLANDO r r r r fir■ rN CLQ OC C!� 4� W to N A Z V SOUTH 7497-C PLN -2 COPPA ORLANDO (2) # 2/0 XHHW ALUMINUM CONDUCTORS UTILITY LEGEND (1) # XHHW ALUMINUM NEUTRAL 110V OUTLET ® RECESS CAN LIGHT 12" A.E.F. (U.N.O.) POWER COMPANY (EYEBALL AS NOTED) GFI 6 GROUND FAULT INTERRUPTOR PROOF AS NOTED) VT Q EXHAUST VENT L C (WEATHER PEDESTAL yL as QCL J `o E 11/2 120/240 VOLT 30 SD SMOKE DETECTOR 0 HALF HOT OUTLET ® (CARBON MONOXIDE AS NOTED) 220V OUTLET D DOOR BELL DISCONECT (36" A.F.F. @ UTILITY) I >, ♦ PHONE LINE CHIMESDOOR BELL CHIMES TV1 SERVICE BY EL � PANELBOARD W/ m CABLE TELEVISION AMP CIRCUIT BREAKERS d C STANDARD SWITCH HB} HOSE BIB 0 0 3 (3 OR 4 WAY AS NOTED) V I - SURFACE MOUNTED LIGHT GAS T GAS TAP GROUNDING RODS CW HW E Om10".. Q WALL MOUNTED LIGHT t t COLD/HOT WATER SUPPLY mmmmmmmmma (2) # 2/0 XHHW ALUMINUM CONDUCTORS �Mz (1) # XHHW ALUMINUM NEUTRAL 'Nd' �N (1) # 4 XHHWALUMINUM EQUIP.GRD C ' o� POWER COMPANY O 1 AMP NEMA 3R L C N PEDESTAL yL as QCL J `o E p: 120/240 VOLT 30 � 1 0 0 .0 w COMBO CIRCUITS MLO E crceuE c DISCONECT - >, a U = o AND �r SERVICE BY _ w0c000�c METER CAN OTHERS AMP d C `O NTS (2) # 2/0 XHHW 0 0 3 GRND. OPTION 1: #4 BARE V ALUMINUM WIRES CU TO GROUND 8FT. (1) #XHHW 0 GROUNDING RODS ALUMINUM WIRE E Om10".. 8 FT, APART ELECTRICAL RISER comC NTS tt 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 06113/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS w/ MOULDING .... 9" A.F.F. TELEPHONE.... 14" TELEVISION. .... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD ...50AC—H.....r...,,.........,_----...r......,...�.r......._.--_.----------� RE -WIRE COACH PRE -WIRE COACH � T. @ 8" ABV, HDR �..... ---�— �— — ----- ......�,LT. @ 8" ABV. HDR PER. CO�..- -�" —' ' PER. COMM. S, L-------------- J FIRST FLOOR SOUTH 7497-C ELEml COPPA ORLANDO �Mz 'Nd' �N r C ' o� O O 1 G L C N 0 C E yL as QCL J `o E p: cv�cwoo � 1 0 0 .0 w .0 E crceuE c CU - >, a U = o �r _ w0c000�c 0 o H vL. v N d C `O O y 0 0 3 V C H 7 0 E Om10".. h- w comC SOUTH 7497-C ELEml COPPA ORLANDO �Mz 'Nd' �N r o� O 1 ' r _ N 4� 4� CU W �r N 0t A z v ll SOUTH 7497-C ELEml COPPA ORLANDO �Mz 'Nd' �N �O SOUTH 7497-C ELEml COPPA ORLANDO (2) # 210 XHHW ALUMINUM CONDUCTORS UTILITY LEGEND c ' 110V OUTLET ® RECESS CAN LIGHT d 1 d jA"O � L d1 12" A.F.F. (U.N.O.) O +O+ (EYEBALL AS NOTED) GFI GROUND FAULT INTERRUPTOR PROOF AS NOTED) VT Q EXHAUST VENT ca0ca1o0 (WEATHER =,000 d d CDE 1/2 E ®D SMOKE DETECTOR o'u- HALF HOT OUTLET cLNEo (CARBON MONOXIDE AS NOTED) DISCONECT 220V OUTLET 0 DOOR BELL 0 (36" A.F.F. @ UTILITY) I W V PHONE LINE CHIMES DOOR BELL CHIMES TV11 OTHERS EOPANELBOARD WI m CABLE TELEVISION NTS CIRCUIT BREAKERS STANDARD SWITCH HEI HOSE BIB (3 OR 4 WAY AS NOTED) (1) #XHHW GROUNDING RODS GAS -- SURFACE MOUNTED LIGHT g T GAS TAP NOTE: CW HW ELECTRICAL MATERIALS AND INSTALLATIONS GRND. OPTION 2: FOOTER WALL MOUNTED LIGHT it COLD/HOT WATER SUPPLY (2) # 210 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL c ' (1) # 4 XHHW ALUMINUM EQUIP.GRD O w d 1 d jA"O � L d1 POWER COMPANY NEMA 3R O +O+ AMP OVA PEDESTAL a ca0ca1o0 120/240 VOLT 30 =,000 d d CDE E COMBO CIRCUITS MLO o'u- cLNEo as DISCONECT oc000�c c O ='o �p o 0 AND W ts� SERVICE BY AMP METER CAN >4 OTHERS O 1 = M a1 asp E n NTS (2) # 2/0 XHHW GRND. OPTION 1: #4 BARE z ALUMINUM WIRES CU TO GROUND BFT. (1) #XHHW GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER 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 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 wl 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 M M c ' cm O w d 1 d jA"O � L d1 4.. O +O+ 04 OVA c E A.O a ca0ca1o0 J =,000 d d CDE E C E c 0 o� cs. OE = o'u- cLNEo as 3 nccic-- oc000�c c O ='o �p o 0 c,o?=�Im0CN W ts� L r >4 O 1 = M a1 asp E n M M � cm �O UJ N N O r� T OVA (L CL T Z�o cm a Qcoz 0 W ts� r O N A z U M M � d' �O UJ N N M Q ti UJ N lam ZOO OVA (L CL Z�o a Qcoz 0 SOUTH 7497-C ELEm2 COPPA ORLANDO MOULD (TYP.) OPEN ABOVE W3618 ---CII I ---- V I L-1 I /\ LJ V V L. W3636 W1836 W3012 h A 1"11 A 1 I I I �11 11, MICRO W/ BACKSPLASH VENT HOOD PER COMM. FILL I I I I , REFG. I I 1 I I I I I I I I I I I I I KITCHEN B36 B18 B36 MIRROR OPEN ABOVE 12" SHELF ------ - - - - -, ------------- I I I -- I I I i I I I i I I I i I WASHER ; DRYER I I I I I I I I i I I I I I I I UTILITY OPEN TO FAMILY 341/2" HIGH WALL 00 � 16" ' END PANEL 1 k' FILL DW SB36 B30 ' OVAL MIRROR 12" SHELF - 8" CORBEL BRACKET 0 0 0 o HOOKS 1 x12 20 HIGH SEAT OPEN It ELQW SHOE RACK BACKPACK RACK 3/4" PLYWOOD w 12 c SEAT 12-0 O 4 Z 11 CU ~ SCREEN10 N Q 1X4 NAILER c E�o� E p. `°0otoo `N®®�®®® e MOULD ®�® .. PLYWOOD o0 � 9 Eo0Z�3 Wk."e® tea+" •��° ®re •®�• �'J� �® 4� coZ I 1911 �® 1X2 TRIM O N � CROSS BRACE L ,0-!=v1 d 8 7 O v N Q 2 E m � t' m Pm Emo, a N 3/4" PLYWOOD Z 6 CJ 1X6 TRIM SHELF 5 BASE BLOCKING AS . . MOULD ... REQUIRED WIDTH PER PLAN loo, 1 SEAT DETAIL-- I in - STAIR SECTION STAIR SECTION Wl GUARDRAIL w 04, w ac c N 12-0 O 4 Z C� CU ~ M LL N Q m c E�o� E p. `°0otoo `N®®�®®® e O' w��p®. ®�® .. •� N o0 � wQtiv Eo0Z�3 Wk."e® tea+" •��° ®re •®�• �'J� �® 4� coZ I 1911 �® r r zN N w . C ' N 12-0 O UJ ,O ~ N N Q O c E�o� E p. `°0otoo Cz y = = E ++ E o0 � a Eo0Z�3 Fm CEO 4� coZ O C O O -o.2-19 v O Q1 O N � L ,0-!=v1 d O O v N Q 2 E m � t' m Pm Emo, r r zN N r r � . C7� N O UJ � � ZOO w M O v (L Cz 2L W a Fm CEO 4� coZ 4� 0 W W to t' N Z A CJ r r zN N r r � . M N O M Q ti UJ � � ZOO M O v (L Cz 2L a Fm L.L coZ 0 W �� 1 SOUTH 7497-C INT -1 COPPA ORLANDO 1x BLOCKING 2x12 TREADS 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER�� 11" ONE ON EACH 1011 SIDE AND DOUBLE NOSIN (TYP.) @ MID -SPAN _ 1-7- OC 4� W 1 01_011 2x4 KICKER PLATE HANDGRIP BALUSTERS 2x12 TREAD 2x12 STRINGER 1x6 TRIM W/ROUTERED EDGES OR PER COMM. SPECS. 2" CASING OR MOULDING 2x4 STUDS GYP. BOARD SOLE PLATE OR EQUAL WICIRCULAR OR WINDING STAIRS CLOSED STAIR SECTION DETAILS 11" 1 11 " 10__ NOSING TYP. 91.011 11" 1" 10'1 I NOSING (TYP.) I I I 91_411 I I ALTERNATE CLG. STUD WALL t I I I � I I I I I I 1 1 ' I I I I I I 1 I I I I SOLE PLATE I FIN. FLOOR HANDGRIP BALUSTER; THAN 4" 0.1 3/4" PLYWOOD DECKING 2x12 STAIR HEADER � MAXIMUM J Ja Q (D its 1x6 TRIM z Z AS REQ. P COMM. � SPECS. 2" DOOR CASING 0 MOULDIN( 1x8 TRIM BALUSTERS TO SIT ON RAISED WALL 2x BLOCKING FILLER, TRIM TO FIT I I I I I I .I I I ,I I GYP. BOARD FINISHED WALL:-- - , Lill, I I 11 I , , 1 1 II I I t 1 I II 1 t I I i I , I I II I I � I I t I t t � I - 1x12 TRIM ROUTERED IN UPPER SIDE a eo�cdoo J ui00 C�o •� .� C G1 � RS o � C %5::,v C .0 _ o3 � to 3 ° j � CL 0 STAIR NOTES DEPTH) OOD BASE .2x12 STRINGER OR EQ WICIRCULAR OR WINDING STAIRS *HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE. FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1 x6'S TO EXTEND TO SIDE WALLS. *CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 314" PLYWOOD IN PLACE OF STRINGER (ORAS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11"TREAD C� - C) - 11 N CD "-.ft cq 4a . OC 4� W cs� N * ~ O r- v v N rte+ O � �to Z o,a�F�..y.3. M E H F" LA eVC 14 v o z m` v q® .. z . N - .v M Q ti � NIn= z 0 O V u. (L IL Q � �O un co N co �N �O LL1 N .N 0cvz ozli 0111 coo 0 z 0 WRQ SOUTH 7497-C INT -2 COPPA ORLANDO 4a . OC 4� W cs� N * ~ O r- Z V v o z m` v q® .. z . N - .v M Q ti � NIn= z 0 O V u. (L IL Q � �O un co N co �N �O LL1 N .N 0cvz ozli 0111 coo 0 z 0 WRQ SOUTH 7497-C INT -2 COPPA ORLANDO N co �N �O LL1 N .N 0cvz ozli 0111 coo 0 z 0 WRQ SOUTH 7497-C INT -2 COPPA ORLANDO z 0 WRQ SOUTH 7497-C INT -2 COPPA ORLANDO SOUTH 7497-C INT -2 COPPA ORLANDO BOARD BUILDIN OVER E) SHEATH 20_8 PU METAL C ALUMINI 2X6 SUE ALUMINI HARDBC 4" TRIM 12 SQU WOOD C FLOOR I PER SPI WATER BARRIEI 2ND F.F. 314" DEC 2X8 FRF 1X2 SHII MOULD 10" TRIM DB SIZE PER ENI 4" TRIM 12" SQU WOOD( - �0" F.F. 1 1_ G .L LI I_ II III I CORNICE DETAIL SCALE: 1" =1'-0" A 12" x18" LOUVER 12 12 d6 6�i BOARD & BATTEN SEE PORCH CORNICE DTL 20'-8"PLATE �- -- 20'-8"PLATE 20'- 2" PLATE --------------- ----t° - - - - - - -_ - 6" FASCIA (TYP.) _ 4" FRIEZE (TYP.) - COLUMN (TYP.) HARDBOARD ` (TYP.) SIDING W/6" Ed —11 TRIM(TYP.) ' - RAILING 10" TRIM (TYP.) � , (SEE DTL.) HARDBOARD (TYP.) D-- - - - - - - - - - - - SECOND FLOOR - - 9'- 4" T.O.M. 10" TRIM TYP.) _ _ _ _ _ 9'- 4" PLATE _ AT PORCH 6" RAISED BAND (TYP.) '' , % 00 TEXTURED - - - COATING (TYP.)0ID 8" TRIM (TYP.) 12" SQ. COLUMN 00 W14" TRIM TOP & 4" RAISED BAND ' ' - - ' - BOTTOM (TYP.) - - - - 0" FIRST FLOOR _T _ _ _ _ _ _ . _ _ _ _` % _ _ - - - - - 0"FIRST FLOOR FRONT ELEVATION "C" Li N cc ce 00 ® Z _V J cC co -..i •a u_ m - •z N • r :w OD - 12 20'8"PLATE ---- 2�0•�A'"® �80®"PLATE a T�E -----------------_ - -- _ __ TEXTURED COATING (TYP.) _- 9'-4"T.O.M-9'4" ------- - �=-`--------------i ------ _T.O.M.-- � %i r ` ' ` , - , - , -, , , ` , l , n - , � _r , i, r -- 0" FIRST FLOOR , p ©000c�000 Q W m REAR ELEVATION , L r 0" FIRST FLOOR O L ,Q c o=H�Lm E O ..I N o _ •C •_ = d E 2 Eo='�°'3 a=yEo i o 0 y E w L _ — _ 1- d O �Ou,d d3 .IIIIIIIIIIII-CCL v� t—NamfEcoH r r C) ;m r r� r N W to rr�I _'Q N +~ c CV4 C*4 OtN �O Matt luj � N ZOM OVA CL CL Q �LL O 4 coz uj 0 Ito SOUTH 7497-C ELVml COPPA ORLANDO REAR ELEVATION , L r 0" FIRST FLOOR O L ,Q c o=H�Lm E O ..I N o _ •C •_ = d E 2 Eo='�°'3 a=yEo i o 0 y E w L _ — _ 1- d O �Ou,d d3 .IIIIIIIIIIII-CCL v� t—NamfEcoH r r C) ;m r r� r N W to rr�I _'Q N +~ c CV4 C*4 OtN �O Matt luj � N ZOM OVA CL CL Q �LL O 4 coz uj 0 Ito SOUTH 7497-C ELVml COPPA ORLANDO r r C) ;m r r� r N W to rr�I _'Q N +~ c CV4 C*4 OtN �O Matt luj � N ZOM OVA CL CL Q �LL O 4 coz uj 0 Ito SOUTH 7497-C ELVml COPPA ORLANDO CV4 C*4 OtN �O Matt luj � N ZOM OVA CL CL Q �LL O 4 coz uj 0 Ito SOUTH 7497-C ELVml COPPA ORLANDO SOUTH 7497-C ELVml COPPA ORLANDO 12 6P--7 20'- 8" PLATE 20'- 8" PLATE 12 -6 _ 20' - 2" PLATE SIDING W/6" TRIM (TYP.) RAILING (SEE DTL.) --�" 10"TRIM (TYP.) - SECOND FLOOR 9'- 4" PLATE @ PORCH 2" TRIM OVER 13" 10" TRIM 10" SQ. COLUMN W/ 4" TRIM TOP & BOTTOM 0" FIRST FLOOR 12 20'- 2" PLATE �12 cJ 6 ------------------------- --------------------------------20'-8"PLATE -- -- ' - - - - - - - r�j - , \ , - - - - , % - %- - - - - ` - - ` , - ,, - TEXTURED %r , - , - - "16L I COATING (TYP.) FR DRE]l I ' ]l\ _ , _ _A _ _ _ % % I r % 7% 1 % % % % lz I J -1 1 1% 0 1 0 ............................. % % % % I % % ' - - - - - ` 9'-4"TOM -------r~ ------ -r-� -_'_- -_ _-___ - u _- +----------4 -- - -+---J--` i - ---------------- % % 3 -p - ` - - - / - - - ,- - - , - , - -I - _ - ----%�-------`------- ------ ---------------}-�-1------` - %0" FIRST FLOOR SIDE ELEVATION \ �N �O Q L o c0 d L d" ) N 0 N C. O vE2-c E p; =c0 0 , 0 , c z�o Er:ccauE� 0= c.c o E 0 / � N3Ncvc— �0co0o�c coz cm 0=-o;0 0 EtN/! L LA 0 0 c o � ° w d m 3 W ' > L Eva��,ec� cao��°rn �C 0 N_ opt I / ', / ' _ -` I, ', _ _ ` , ♦ _ _ , _ , I, - - ; COATING (TYP.) ` r % % % ` -' ` %/ ., . t , I %_ - HARDBOARD r _ - /- , , , %/ , - , - -, v , - - - , / _ _ a -,'% w 10" TRIM , ,, - _ - ----%�-------`------- ------ ---------------}-�-1------` - %0" FIRST FLOOR SIDE ELEVATION \ �N �O Q L o c0 d L d" ) N 0 N C. O vE2-c E p; =c0 0 , 0 , c z�o Er:ccauE� 0= c.c o E 0 ��N o � N3Ncvc— �0co0o�c coz cm 0=-o;0 0 EtN/! L LA 0 0 c o � ° w d m 3 W ' > L Eva��,ec� cao��°rn �C 0 N_ opt TEXTURED ', ' _ -` I, ', _ _ ` , ♦ _ _ , _ , I, - - ; COATING (TYP.) ` r % % % ` -' ` %/ ., . t , %_ - HARDBOARD r _ - /- , , , %/ - - - I -% - -, v , - - - , / _ _ a -,'% w 10" TRIM , ,, , / (TYP.) 9'- 4T.O,M. -� __ '-- -- - - - - -- - -------- - - - - -- % % _ 8'-0"PLATE ,- -N ----- - - / _/ '_ r '_` _ „- / % , , % % , _ - _ _ L , _ - _ - ----%�-------`------- ------ ---------------}-�-1------` - %0" FIRST FLOOR SIDE ELEVATION SIDE ELEVATION 0-0 F.F. PORCH SLAB PORCH RAIL DETAIL �N �O Q L o c0 d L d" ) N 0 N C. O vE2-c E p; =c0 0 _i 0 , c z�o Er:ccauE� 0= c.c o E 0 ��N o � N3Ncvc— �0co0o�c coz cm 0=-o;0 0 EtN/! L LA 0 0 c o � ° w d m 3 W ' > L Eva��,ec� cao��°rn �C 0 N_ opt TEXTURED ', ' _ -` I, ', _ _ ` , ♦ _ _ , _ , I, - - ; COATING (TYP.) ` r % % % ` -' ` %/ ., . t , %_ - HARDBOARD r _ - /- , , , %/ - - - I -% - -, v , - - - , / _ _ a -,'% w 10" TRIM , ,, , / (TYP.) 9'- 4T.O,M. -� __ '-- -- - - - - -- - -------- - - - - -- % % _ 8'-0"PLATE ,- -N ----- - - / _/ '_ r '_` _ „- / % , , % % % , / _. ST FLOOR -- 0" FIRST FLOOR----------- --�-------'--—- -- - - - - _ _-- - '-----_-__ _`__---=- -� --- __�_t-----_�___-I-__ _----------- ___ ----------1 -------- SIDE ELEVATION 0-0 F.F. PORCH SLAB PORCH RAIL DETAIL Nil �N �O Q L o c0 d L d" ) N 0 N C. O vE2-c E p; =c0 0 _i 0 , c z�o Er:ccauE� 0= c.c o E 0 ��N o � N3Ncvc— �0co0o�c coz cm 0=-o;0 0 EtN/! L LA 0 0 c o � ° w d m 3 W ' > L Eva��,ec� cao��°rn �C 0 N_ Nil �N �O Q ti UJ 0 N 0 O V ti CL i z�o a ■ coz 0 co W �C 0 N_ opt Nil M �N �O Q ti M Q ti UJ � N ZOO O V ti CL 0. z�o a coz 0 co SOUTH 7497-C ELVm2 COPPA ORLANDO 1A ROOF PLAN ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1080 / 300 = 3.60 3.60/2=1.80x144=259 ROOF VENT = 259 / 138 SQ. IN. = 1.88 VENTS N M CIO �N sSO Qm ti � � N ZOO Ove am 0. Q z�O LL co Z 0 to SOUTH 7497-C RFP -1 COPPA ORLANDO c O 1 r. .O mew �••• w w 0 N .0 ai u E �� .Q E G. V O = O O v J O qNj .� E O s O O = uJ O�o°'3 c a = o d y3�c�0= N O N V O N Ri O ++ 0 1- i 42 E U • L Q) y YC w A t0 �p N H imm E m o N M CIO �N sSO Qm ti � � N ZOO Ove am 0. Q z�O LL co Z 0 to SOUTH 7497-C RFP -1 COPPA ORLANDO 1 r. X17 uJ cs� c r N Z U N M CIO �N sSO Qm ti � � N ZOO Ove am 0. Q z�O LL co Z 0 to SOUTH 7497-C RFP -1 COPPA ORLANDO 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1080 FLATWORK: 280 LOT:2660 COVERAGE:51.12% SOD AREA: 1000 GREEN SPACE FLATWORK228 SOD FRONT: 355 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. NOTES: JF 1. VERIFY GRADING IN FIELD. 2. VERIFY EASEMENTS IN FIELD. 2/6/18 TAMPICO WAY 38' N34031'3011W 4 :1 WALKWAY GIPP R CIRCLE 0 David W.. eekley Homes wal oww-., W N 04 c%i 04 C oo �. p Z 0,1 V C_',= e •< mu ,00%lililoll/, N0 CO z c �I I ; W CD " ry cjlo' i 5' U.E. & B.L. c Q d 0 UJ � N 2 �. N u p c E ?'•a M E 16' v J c 2 CAR AC J zi :5 c G> �' 0� _ I 010 ul< �c20 E0 G1 ' m I i X' 0 ro- 00 cz o�•o�, o � ' LO Q H -0:8,5 :'C5 ~ et 0 y.. z 71011 q" 24'-0" 7,1_0, ,II .I y d:2 A m v S 7497 C I H im U-)� I ' I � I I 1 ORC I I 1 L � 0 10' B.L. 4, _---- - ----- ; 5 U. E. �.. 4 :1 WALKWAY GIPP R CIRCLE 0 David W.. eekley Homes wal oww-., W N 04 c%i 04 C oo �. p Z 0,1 V C_',= e •< mu ,00%lililoll/, N0 CO z c �I I ; W CD " ry cjlo' IN �N c Q d 0 UJ � N 2 �. N u p c E ?'•a M E v J c IJP •O y 0 E E_ :5 c G> �' 0� _ C� Ecm 3 �c20 E0 G1 C y c c— � c 0 ro- 00 cz o�•o�, o � S H V Rt y 0 O E Q H -0:8,5 :'C5 ~ et 0 y.. z r W C H MCL E ._. V > tr y d:2 A m v y m E 0M N H im IN �N �O Q ti UJ � N 0 p s aao Z�O 'r".• Q N o� c'v 00z W 0(p Q GC et Cfl r O IN �N �O Q ti M Q ti UJ � N ZOO p VLL aao Z�O Q LL 00z W 0(p Q GC et N SOUTH 749.7-C PLT -1 COPPA ORLANDO 2'_01' 2'-0" FOUNDATION NOTES: 1'-8" 5'-0" 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION DO D D 1'-0" SECTION R506.2.3 FOR REQUIRED LOCATIONS 10" D10 1 2. PROVIDE 3-1/2" 250OPS1 CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE 3 CMU WALL FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. PER PLAN VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). GRADE SF02 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM _ I SF04 ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. • I I LAP SPLICES SHALL BE NO LESS THAN 25". S3 _ 00 r` S3PITCH I iii ..a•. ••.. °, �' �•% II—� `- III -I r °�•. , . , I LI 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR I RECESSING DOOR SILLS. All L ■ #5 TRANSVERSE BARS �— I= I I—I 11�I I=I I=I I 32" x12" FOOTING T AN T 11= 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE, ■ @ MAX. W/MIN. , , ,I I L -I I L—III —III— w/(4) #5 CONT. 3" COVER 21-811 w/3" MIN. COVER. �T_0 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUTARE SF01 SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) I N CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE I 1 FOOTING AT DOUBLE WALL THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR J 5-0S3 USE ALTERNATE APPROVED METHOD. <C r 24'4 FTG. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY I— W 1 I 111111 04 ®®//®® W N 2 -STORY ■I COMMUNITY & COUNTY CODES o ®``®®`1® A * 'i I,- 2'_01' 2'-0" 16,-0" 1'-8" 5'-0" p0 DO D D 1'-0" 17'-10" 10" D10 1 3 2. S2 SF02 A/C PAD SF04 I I S3 _ 00 r` S3PITCH I 1 /8" / FT.� r I I All L ■ ■ ■ �T_0 SF01 ■ I N I I 19'-0" 5-0S3 F1 S3 ■I I I 9 I I ■ i p P I = LL FO3 ® 0 t D10 � ES SF06 I I F06 I 2. S3 � S3 I o 0'-0" FIN. FLR I - ■ ■ � ------- F06 u' S3 3-1/2" THICK CONC. SLAB W/ 6X6 I W/1.4 X W/1.4 W.W.F. OVER 6 MIL VAPOR BARRIER OVER I COMPACTED FILL. 4'-2" - 19'-10" Jim o a I 7r-6111 in I ■ ■ I � F06 r I S3 6'-10" 5'-0" I I SF1 ■ I S3 F06 ° S3 d ■ ■ ■ ■ l s' r (-)0'-4" I SFO ■ I I S3 I azo L SFO SFO SF05 S3 S3 D1 S3 18'-0" S2.1 64";8" 24'-0" 2 -STORY FTG. V#' CL 00 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL W®®0®®0���eo®® ®®®'•••• �iN Z SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ©: ,p N AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION n ® � N rZ U N INSTRUCTIONS. N g U o �14. J ab `t Cy 9. NO WOOD STAKES PERMITTED IN FOUNDATION, Z®� Z ®•• .. Z c 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED®� .•®• ®®•. ®` Q 0 M DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p ®®� •••••• (G ®•, _I DETERMINE STEP LOCATIONS IF REQUIRED _ of®//1'19P®*®®a pp U- 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS I - AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD Uj w FOOTING STEP DOWN AND CORNER INFORMATION. O O U 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE Z F08 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z S3 - PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION UJI co 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER m Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS < FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE Q PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL B= CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO - FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. ILL SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, 2 I COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F' DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). 0 THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS 0 BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 Z PSF. O 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO > DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE h I STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND a - FOOTING SIZES PENDING DEPTH OF STEMWALL. w V 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE O HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP - - 5F0 CONTACT E.O.R. PRIOR TO CONSTRUCTION Q Q S3 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 Uj w PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE a D10 CONDITIONS AND/OR LOCATIONS, CONTRACTOR TO FIELD VERIFY a- ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT r O 2 M REQUIREMENTS ARE MET. U FOOTING SCHEDULE ¢ LL M Ci ir12"x12"x12" dp w/ #5's EQUALLY SPACED EA. W U ° I O O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. a M c j BARS & 3" MIN. COVER TO EDGE OF CONC. IN 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24 SIDE @3" O.C. & MIN u- z 8 z ° 1A O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12 z U „ O SIDE 6" O.C. ° I 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. J O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (3) # 5 E.W. > z —IGS I BARS & 3" MIN. COVER TO EDGE OF CONC. 0 <Ica 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. o- Z z SF01 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. L — S3 BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. U ..r.r W J I2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q - w BARS & 3" MIN. COVER TO EDGE OF CONC. 0 W z � m E I 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. Q z �? N o, 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. U 9 o M BARS & 3" MIN. COVER TO EDGE OF CONC. W F- 0 m CO c I36"x36"x12" dp w/ #5's EQUALLY SPACED EA. W z J OR o> o 8 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z ,J = Q = Op ¢ IBARS & 3" MIN. COVER TO EDGE OF CONC. O I— U) z P `'a z o AD 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q f^" O Z 4 ¢ w � O S2 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. U O W a BARS & 3" MIN. COVER TO EDGE OF CONC. OJ W Cl) 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. W W F-- L- U o WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. _ Z. O BARS & 3" MIN. COVER TO EDGE OF CONC. H 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. M _ I BARS & 3" MIN. COVER TO EDGE OF CONC. z 1`- o _ 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. S 005 _' 0° 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. N S3 BARS & 3" MIN. COVER TO EDGE OF CONC. O M 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. (Uj -j 4B WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (8) # 5 E.W. < W BARS & 3" MIN. COVER TO EDGE OF CONC. Z (] 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. wWAY MN. (Y SF07 4 3 BARS &I 3"2MINQCOVER TO EDGE OF CONC." HRIZ. CLEARANCE BETWEEN (7) # 5 E.W. a O Q S3 54"x54"x16" dp w/#5's EQUALLY SPACED EA. i/i C-4 Z 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. 0 W Q BARS & 3" MIN. COVER TO EDGE OF CONC.z 54"x54"x24" dp w/#5's EQUALLY SPACED EA. Q Q 0 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. � _ —� Q BARS & 3" MIN. COVER TO EDGE OF CONIC. z W 60"x60"x16" dp wJ#5's EQUALLY SPACED EA. W H O WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. V 0 66"46"x16" dp w/#5's EQUALLY SPACED EA. ~ Uj 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. z W W O BARS & 3" MIN. COVER TO EDGE OF CONC. F J z V � W < SYMBOLS LEGEND F_ LU a 00 ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO O Q W� IYC.1ti��t — TIE BEAM ( 7'4" MAX U.N.O.) z CL O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. Fn TO TIE BEAM. W STRUCTURAL ENG BAD 0_ DRAFTING: W 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. STRUCT: JW U QC CHECK: MRB INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. --_.. JOB No. DWH-0204747 #5 CONT. FT.G TO TIE BEAM.__ --- J SCALE: AS INDICATED Q -- - -- t- DATE: 03/21/18 z FOUNDATION PLAN 0 W re 1/4"=1'-0" S2F_ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0 F- V-011811 16'-8" 1'-4" 2'-0" 2'-4" T-2" 1 3'-8" 1 3'-8" 1 2'-2" 1 2'-2" 1 T-2" 1 6'-0" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 7'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN - -- HOUSE CMU D a Z N FILLED CELL o ®®`®®o1e!!l119/es®®®'' w N (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU PLAN VIEW SECTION VIEW D1 MASONRY COLUMN TIE IN %w ®.eases"®• � � �� �1�•" ° Z CM � � •" � • r IV Q •"�� i Z U CV O < ae w (1) CONT. # 5 FROM z ��' j 0 0 Q MRB TIE BEAM TO FOOTING O � We • ee z W e `�A: " Q Q �� � ®"••eases•®" �®``® � LU LL MASONRY WALL -- REINFORCING PER o SCALE: PLAN (TYP). O DATE: 03/21/18 00 U L J LO (D ■ z o W 0 � ti ■ 0■ m 0 a ■ Q 0 O 4'4" 4'-8" 4'-8"4'-8" ■ w ■ C? 1/2"=1'-0" O ■ z I I I I 0 c r- ■ LO W O ■ 6" 3'-8" O I." CL. LU C�]N 0 z U ■ 0? ® W Zo o --711ih 0 Q ■ ■ ■ ■ s ■■ T-2" 1 3'-8" 1 3'-8" 1 2'-2" 1 2'-2" 1 T-2" 1 6'-0" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 7'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN - -- HOUSE CMU D a Z N FILLED CELL o ®®`®®o1e!!l119/es®®®'' w N (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU PLAN VIEW SECTION VIEW D1 MASONRY COLUMN TIE IN %w ®.eases"®• � � �� �1�•" ° Z CM � � •" � • r IV Q •"�� i Z U CV O < ae w (1) CONT. # 5 FROM z ��' j 0 0 Q MRB TIE BEAM TO FOOTING O � We • ee z W e `�A: " Q Q �� � ®"••eases•®" �®``® � LU LL MASONRY WALL -- REINFORCING PER o SCALE: PLAN (TYP). O DATE: 03/21/18 U (D z o W � m 0 Q O w w 1/2"=1'-0" O z 0 z W O O I." CL. LU z U W Q 0 2 F- _ 3: W w J a O U Q ry M w ° U A d LL O z V 1 1 0 Z z° - o < z w 0' CL U Lu rn fA 06 WOZ 5 ,, � E W Z Q rvv D U)OQ—� -m8O W W xc>o O J =oa .. ' U) 13PZ 2w o ~ U. = U O w it M w W I--. Q o a Z U) 0 z h o N M O J U - z w 0 M z z W o X -J °z WI.- 3 z YVZ0 00 z W >O. LL r VaW � III< _ -) Q o W a©�OCd- z cD W [DRAFTING: TRUCTURAL ENG: BAD U w -STRUCT: JW U QC CHECK: MRB JOB No. DWH-0204747 -- SCALE: AS INDICATED DATE: 03/21/18 DOWEL PLANO w 1/401=11-011 w T S201 H 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. 5 (1) #5 BAR CONT. I iI- W/ 3" COVER TYP: I; -I 16„ 4" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED REFER TO DETAIL SF06 FILL @ 95% STANDARD THIS SHEET IF STEP DENSITY DOWN EXCEEDS 7 3/4" SHALL BE 1D'-8" W DE W/(3) #5 BARS FO NON-BEARING SLAB STEP DOWN 4FO DOUBLE STEP FOOTING HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARINI FLUSH W/ WALL SCHEDULE FOUNDATION BELOW CONC. SLAB PER FOUNDATION PLAN w g r REFER TO DETAIL SF06 ti I 2x PT SILL PLATE THIS SHEET IF STEP DOWN EXCEEDS 7 3/4" d° 4-7 11711N, �' =1 I =1 L 1 I I-1 a — 1 I I III— . (2) #5 BARS CONT. W1 6" 8" 8" 10" 3" COVER TYP. GLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 2x BRG WALL PER W IF BEARING WALL � PLAN AND BEARING W ABOVE - WALL MAX. FILLED CELL 1 -STORY WALL SCHEDULE HEIGHT ANCHOR TO HAVE MIN. SPACING (O.C.) (D J IN STEM WALL 7" EMBEDMENT BELOW WIDTH MIN 5" 2x P.T. BASE PLATE CONC. SLAB PER LOWEST STEP OF CLEAN COMPACTED FOUNDATION PLAN CURB 8"' - 40" 10" v 10" (1) #5 CONT. W/ 1-1/2" (3) #5 BARS FOR TWO STORY w M I,- V) CONC. SLAB PER 8x12' THICKENED COVER TYP. z FOUNDATION PLAN FOUNDATION PLAN SLAB W/ (1) #5 CONT. CONCRETE SLAB PER w g a W/ 3" COVER TYP.a" FOUNDATION PLAN � W . •" ll.' : ' ,1= d— ' d '..q . '. d ° a e (3)#5 BARS FOR ONE & TWO a a� _—� i , I .a a 0 4.. d' d A. °7711 10" 181, 6n- I —I I ° i° '• 4 1-12-1 �—I I - --z• -1L1 ; — I—, III =I I_d `' : ' .' a . '. ' _ _ - —I�1 I � ---_ 1 I.—AI I ' ♦ ',.� , � °• ---_I^II-- •I I IT=III I ---I ° I �I I a:°•. .. � _ d ° A. __ .:.' I+III.—I 111 ^I III Ia- ,lIr° a d °e ° - 5 (1) #5 BAR CONT. I iI- W/ 3" COVER TYP: I; -I 16„ 4" CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED REFER TO DETAIL SF06 FILL @ 95% STANDARD THIS SHEET IF STEP DENSITY DOWN EXCEEDS 7 3/4" SHALL BE 1D'-8" W DE W/(3) #5 BARS FO NON-BEARING SLAB STEP DOWN 4FO DOUBLE STEP FOOTING HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS PLAN AND BEARINI FLUSH W/ WALL SCHEDULE FOUNDATION BELOW CONC. SLAB PER FOUNDATION PLAN w g r REFER TO DETAIL SF06 ti I 2x PT SILL PLATE THIS SHEET IF STEP DOWN EXCEEDS 7 3/4" d° 4-7 11711N, �' =1 I =1 L 1 I I-1 a — 1 I I III— . (2) #5 BARS CONT. W1 6" 8" 8" 10" 3" COVER TYP. GLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 2x BRG WALL PER W NOTE TO CONTRACTOR: � PLAN AND BEARING W ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D MAX. FILLED CELL 1 -STORY WALL SCHEDULE HEIGHT FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS SPACING (O.C.) (D J IN STEM WALL ADJACENT MONO AND/OR STEM WALL WIDTH DEPTH 2x P.T. BASE PLATE FOUNDATIONS AS SPECIFIED THIS DETAIL: CLEAN COMPACTED (2) #5 BARS FOR ONE STORY OR MIN. 24" BEFORE 8"' - 40" 10" FILL @ 95% STANDARD 10" Lou- z z ANOTHER STEP (3) #5 BARS FOR TWO STORY SPACING PER PLAN DENSITY CONC. SLAB PER CONC. SLAB PER 8x12' THICKENED a o10 o �a❑�v 8 Qoog,•„m FOUNDATION PLAN FOUNDATION PLAN SLAB W/ (1) #5 CONT. -2 10" 20" 10" W/ 3" COVER TYP.a" d ' q 0_ .' .. ° 'e�z 40" W . •" ll.' : ' ,1= d— ' p . GRADE q - � LU ❑° j 4. .. .°' ��I°. 0 (3)#5 BARS FOR ONE & TWO '�•� • ° •-III' �_ Uj 30'" 10" 1 M ._ --z• -1L1 ; — I—, III =I I_d `' : ' .' a . '. ' _ _ - —I�1 I � ---_ 1 I.—AI I ' ♦ ',.� , � °• ---_I^II-- •I I IT=III I ---I ° I �I I a:°•. .. � _ d ° A. __ .:.' I+III.—I 111 ^I III Ia- ,lIr° a d °e ° - _. _III—_III—= 1 III °_ VERIFY PLAN DETAwIL Sd �4611161L111 FOR UIRED #5 _ -- - #5 BARS CONT. W/ w8 v_j d (-CONT. BARS MAINTAIN(2) I8 `3" COVER TYP. g 8.. 8, 8.. = -ad _ 3COVER TYP; �i®IIIIBI//—®� '- `N04 WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING I—I I —I I III—I I I III—I I I_I TI I I wS N 6" MIN. `�o•- • °®•® ' �W o` -o ,— w -L Q- i° !` 'e O VERIFY PLAN DETAILS III -I I I.I I 1=1 I ( BEND EACH CONT. #5 FOR REQUIRED #5 = w =N z CONT. BARS. MAINTAIN BAR AT STEP DOWN, < ®W CO Z Cj CLEAN COMPACTED OR INSTALL #5 HOOK o 2 e� O aQ -1 3 COVER TYP. BARS FOR EACH CONT. �t. 4'' �: `p 4 FILL 95% STANDARD Q p DENSITY BAR. LAP REBAR PER ®®®� $�� ••'• .•°°• �® Z DETAIL MD08 ON F= �'® �•®•"°® ��' �® d O LINTEL PLAN w ®®�®®®®-K P_j R® ®®®®` q�p THICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" 1 % 3/4"=1'-0" � 3/4"=1'-0" \ / �/ (1) #5 FROM FTG. TO �../ VERIFY W/ DETAILS FOR REQ'D � BOND BEAM IN FULLY STEEL AT 2 STORY LOCATIONS GROUTED CELL. SEE AT FLOATING SLAB w USE MIN: 112"x4" CONT. NOTE: AT FRENCH w MD08 ON LINTEL PLAN FIBER EXPANSION DOOR LOCATIONS.�. a CONTRACTOR TO MASONRY WALL FOR .SPLICE JOINT BETWEEN SLAB d INFORMATION & CMU. WHEN STEM VERIFY WITH DOOR " SEE PLAN MANUF. FOR MASONRY WALL I' WALL IS GREATER . dd REQUIRED RECESS .4° SLOPE (1) #5 FROM FTG. TO SEE PLAN I� CHAIR BLOCK THAN 4'-0" TALL REFER TIE BEAM MIN. 25 TO DETAIL SF18 #5 CONT. CONC. SLAB PER SPLICE GROUT CELL CONCRETE SLAB PER COURSE AT FINISHED q REINFORCEMENT SEE THRESHOLD PER MFR'S FOUNDATION PLAN SOLID PER PLANS FOUNDATION PLAN II" SLAB ELEVATION W/ (1) �•� SPECIFICATIONS d � I, FOUNDATION PLAN THRESHOLD PER VARIES I #5 CONT. VARIES a ..° ..' -A-1 ° ' .d A .r' . dQ FOR QUANTITY MANUFACTURER'S . d . ° SEE PLAN Z SEE PLAN . ° ° ,..� �Pe� ^ �. »� SPECIFICATIONS ° d ° - ..� #5 x 25" x 25" CORNER a 4 ° °. a' ° ° _ —__ GRADE I- III=I I= ° . a q _ °` BAR, ONE FOR EA. w = _ ,° :� I .. d ' - SEE STEM WALL - = I = I I- - SEE STEM WALL SII= a 'd•' '.I HORIZONTAL -III- I -I I J ----III=- SCHEDULE FOR .FILLED - 'd ?• .'d U - ° •d , ._._. a d SCHEDULE FOR FILLED ° d ° d CONC. SLAB PER w — _ I—III= I— =III=III=I I= I I� REBAR, TYP. U.N.O. tr =1 I L I ( d —I I=_I=� (I- CELL SPACING, - - �' - CELL SPACING, a 4 .Idl .° FOUNDATION PLAN I I 1=I I I- FOOTING SIZE, & -"I) (-= I I I ' (� I=, ' I' 'I z FOOTING SIZE, & d. ° ° ° ° M -III -_ _ —I I I=1 I =III= I' - I REBAR ON g REINFORCING a d d MM% �' � � � �' �°.�.' -no ' a . ° I I—I I ( I 1— h I REINFORCING - _ - ° ' °' d d '�� "a ""'•'# < —I I I III— I I I I __._I I I — =CHAIRS PER _ _ (2) #5 BARS CONT. „ „ „ „ 1— —II — �: o " •'`' •d a.; .. -�__ _ SLOPE W/ 3" COVER TYP. 8 8 8 8 III—I I I STEM WALL d"10SCHEDULE _ PER MFG ' '. SLOPE EXT. SURFACE CLEAN COMPACTED I I ( W ° OR GRADE 1/8" PER FILL @ 95°/ STANDARD ° 3/4"=1'-0" 3/4"=1'-0" w O U (1) #5 FROM FTG, TO SEE STEM WALL CHAIR BLOCK COURSE z BOND BEAM IN FULLY ❑ W GROUTED CELL. SEE SCHEDULE FOR FILLED AT SHOWER SLAB .I h GROUTED ON LINTEL PLAN CELL SPACING, ELEVATION W/ (1) #5 Z <( FOOTING SIZE, & CONT. 100 t� �r FOR SPLICE INFO. REINFORCING II KNOCK OUT COURSE Z OPTIONAL CURB BYO W/ (1) #5 CONT. g BUILDER w I'. w F.F. H MASONRY WALL O I' SEE PLAN d to Z Z° -- — — _ — :.r . GRADE_ — =1 I I 111= = ry REBAR ON I _� I= I q L° -) I (_ _) I I -I I O co eI = CHAIRS PER _ o - r I-) I --=I I CONC. SLAB PER Q I— —STEM WALLI=III=I q z FOUNDATION PLAN _ -i I SCHEDULE = I— L , I. CLEAN COMPACTED �-. C] FILL @ 95% STANDARD w ° . I --III- ,- - DENSITY J _ _ _17- I=1 I_) WIDTH =1 1= CLEAN COMPACTED _ _ CLEAN COMPACTED FOOT AWAY FROM DENSITY ° FILL @ 95% STANDARD - WIDTH - -_) FILL @ 95% STANDARD '- - -WIDTH I —I 1-1 i I -I I I I I REBAR ON CHAIRS - BUILDING WHERE 2ND STORY OCCURS, FTG - I -I I -- - - _ - - I 1 PER STEM WALL V 1/2" FIBER EXPANSION SHALL BE 1`-4" WIDE W/(3) #5 BARS DENSITY III --III= I- -) I DENSITY I I (--1=1 I = I_ SCHEDULE z W AS REQUIRED —I i I III III I < F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU SF01 TYPICAL EXTERIOR FOOTING SF02 TYPICAL GARAGE CURB FOOTING rSFO'3� FOOTING @SHOWER @MASONRY W U 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" SEE PLAN FOR STAIR 2x BEARING OR NOW COLUMN AND BASE COLUMN LOCATION. IF BEARING WALL, SEE CONNECTION PER LOCATION PER �� r �. 1" MAX. OVERHANG FORM/POURED FRAMING PLAN FOR 2 1/4" SEE PLAN FOR STAIR PLAN TYPICAL DESIGN PLAN I OPTIONAL PROVIDE (1) #5 AT MORE INFO LOCATION. IF I FORM/POURED REFER TO - MIN. 2" CLEARANCE ® FILLED CELL SHOWN NOSE OF EACH STEP, 2x P.T. BOTTOM PLATE PROVIDE FOUNDATION PLAN FROM FACE OF {1) #5 CONT. PER PLAN NOSE OF FOR GRAPHICAL (1) #5 CONT. PER PLAN MAX. (4) TREADS #5 AT EACH STEP, FOR FOOTING PAD CONCRETE REPRESENTATION W/ 1-1/2" MIN. COVER SIZE AND REINF. AT TO COLUMN BASE 4" ONLY. REFER TO TOP COURSE CHAIR MAX. (4) TREADS _ _ _ _ � _.., ® I (2) #5 W/ 6" COLUMN LOCATIONS CONNECTOR DOWEL PLACEMENT BLOCK GARAGE I PLAN FOR REQUIRED CONC. SLAB PER EMBEDMENT AT FLOATING SLAB CONC. SLAB PER USE MIN. 1/2"x4" CONT. CONC. SLAB PER C14 FOUNDATION PLAN @ 12" O.C. FOUNDATION PLAN FOUNDATION PLAN r `v MASONRY WALL FIBER EXPANSION REINFORCEMENT• ' . •y o ' d JOINT BETWEEN SLAB W CORNER T - -- — — &CMu TOP VIE @ — — — — d.• 2 #5 W 6° +ti,"':: (1) #5 VERT. IN GROUT - is (1) #5 VERT. IN GROUT O TI I _ _ w FILLED CELL @ 72" _ (I 1-1 I I j FILLED CELL@ 72" O.C. _ •EMBEDMENT @ _ =I I p CONC. SLAB PER GARAGE WALL O.C. MAX. & TYP @ =ITI = -I ( -III= - (1) #5 STANDARD --�-- - _ ��' MAX & TYP AT EA. dI' (12 O.C. I �. HOOK FROM STEM • - FOUNDATION PLAN -- . _--.-1 BEYOND EA. CORNER & COL. = IIEEE- I _ - w CORNER AND COL. =I I I=1 L ._ _ LOCATION FOR WALLS I I ==I I (_ I W LOCATION FOR WALLS =I=I (I WALL TO FOOTING PAD =1 I =I I 1=I = �_ _� O DRIVEWAY BY �. /.w EACH VERTICAL =I I=I I ( t' 2 w w „ I I BUILDER- CONCRETE <_40" TALL . SEEI-I=I =I I ( ; a��' L -" �U <_40" TALL SEE I=II=I I. 4 LOCATION. SPACING i - - �r� Uj fi ",...M - OR PAVERS STEMWALL SCHED. IF ' =III- I -I I .. STEMWALL SCHED. IF -I i I- I I d' . a a - PER SCHEDULE _=III=I (I1- WALL IS TALLER - - - WALL IS TALLER - 3/4"=1'-0" 3/4"=1'-0" a ` I� a " k 'J N Vt d LL O 0 z STEM WALL SCHEDULE W FOOTING DIMENSION � STEM WALL W NUMBER/ SIZE OF BARS MAX. FILLED CELL 1 -STORY 2 -STORY HEIGHT ui SPACING (O.C.) (D J IN STEM WALL DEPTH WIDTH DEPTH WIDTH (2) #5 BARS FOR ONE STORY OR MATCH FILLED CELL 8"' - 40" 10" 16" 10" 20" (3) #5 BARS FOR TWO STORY SPACING PER PLAN o W Q �a❑�v 8 Qoog,•„m (2) #5 BARS FOR ONE STORY OR 48" - 64" 10" 20" 10" 20" (3) #5 BARS FOR TWO STORY 40" W U c o 0 (3)#5 BARS FOR ONE & TWO 72" - 80" 10" 30'" 10" 30" STORY 32 °.. d•d —III -1 I —III °� GRADE = I - I' - - CLEAN COMPACTED - _ °•I GRADE a CLEAN COMPACTED -I _ CLEAN COMPACTED =III ° =II= ? I• =I I FILL @.95% STANDARD - I -_ _ tl0 FILL @ 95% STANDARD M = _ o :. _ - - = z - EXTEND REBAR ABOVE -=- DENSITY I =I I =I (-I I FILL @ 95 /° STANDARD _ I I= - III DENSITY I =I ((=I = I SEE DOWEL PLACEMENT CLEAN COMPACTED =_I I I .. _�: o III' DENSITY I a� �' Ir - _) I=III — I a _ o I ( SPLICE AS RSLAB PER EQ'D. N. ABOVE PLAN FOR F.G. SPACING _ I I FILL @ 95% STANDARD SEE STEM WALL 1 I= I =1• ° ': " I w = SEE STEM WALL ) ° (-w I I I SCHEDULE FOR FILLED I --I d ABOVE SLAB LEVEL -' I I I I I I I=I I I I I I I I I ` DENSITY SCHEDULE FOR FILLEDSEE STEM WALL a -c�. SCHEDULE FOR FILLED ❑ _ _ - I -w I AT EXT. WOOD WALL CELL SPACING, - - - T _ - CELL SPACING, I -I _ _ LOCATIONS: VERT, 8„ 8 x 8 THICKENED FOOTING SIZE, & III ---II =WIDTH CELL SPACING, - - - I- FOOTING SIZE, & I- - �WOTH I I I I -__I -_I (I BARS TO TERMINATE EXTERIOR SHORING/ EDGE W/ (1) #5 CONT. -I_-I - I (I-) I FOOTING SIZE, & _ _ - - W/ 3" COVER TYP: REINFORCING -1 I - - - = I I REINFORCING - -WIDTH - _i REINFORCING -1 - - =III- I @SLAB LEVEL —I =11L—ii i L1_17 -7 -ii T I � I,— I , , . , , - , , I BRACING TO BE - PROVIDED BY SF04 THICKENED EDGE @GARAGE DOOR SFO STEM WALL FOOTING @PORCH rSFO6� STEM WALL @GARAGE STEP DOWN SFO WOOD COLUMN AT ENTRY CHAIR BLOCK COURSE I CONTRACTOR To AT FINISHED SLAB PREVENT STEM WALL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/41'=1'-0" ELEVATION W (1) #5 I BLOWOUTS/ CRACKS CONT. I DURING BACKFILLING CONT. STEM WALL WOOD POST. PER ­---Z:j�T PVC OR SCH40 SLEEVE CMU MASONRY PIER/ NOTE: NOTCH IN FOOTING BEYOND TOP (2) #5 x 4'-0'" PLAN FOR SIZE & BASE 31f I FOOTING IS NOT TO CENTERED AT PIPE CONNECTION SEE ELEV. FOR OR COLUMN W/ (1) #5 BE DIRECTLY BELOW PENETRATION BLK WIDTH VERTICAL @ EACH I SEE NOTE 7 FOR GIRDER OR .d ti .�.., .�...'.� .. ••: CORNER PLAN VIEW i� NOTCH ADJACENT TO AN x . ' ° - d - . - ° CORNER. INSTALL I \ „� rn a- CHAIR BLOCK AT TOP __ q ,• \ REINFORCEMENT a- Q .° F °. ° '° 1 ..—.._ COURSE AND GROUT CONC. SLAB PER PLAN - I I \\ PENING WITH A w I — I I—I =I�I-) I I. �I. ' GIRDER ABOVE °' ' ° �° a SOLID. REFER TO - IF W.W.M. IS USED, - —III _ III= < ' " DESIGN PLANS FOR TIE TO #5 CONT. IN 3 3" MIN COVER -I : SIZE AND LOCATION CHAIR BLOCK TI I I— ►- =1 I INSPECTION - . a °' °. ° --� - z _ CLEANOUTS REQ'D VERIFY WITH 00 g =III- 'd �' 4 III- 11- CONC. SLAB PER I 'd a a ,I'; IF STEMWALL TALLER = 0 � I— ° CHART I= _ `-"_ ° I I I= FOUNDATION REFER TO THAN 48" #4 TURN __-_ W I -I r FOR STEMWALLS > 40' -- d FOUNDATION PLAN Z - ` STEMWALL PER PLAN I I==III III=III=1 -_I- PLAN I 4 b° r FOR FOOTING PAD BARS REQUIRED 1= I _j I I GRADE \\ NOTCHED FOOTING CONDUIT (I I SEE FON. I I_ ° : I°' Q — — — n _ PLAN FORSIZE AND —III—III— v SIZE & REINF. I d ° 4 a �: .�' REINFORCEMENT AT I=III=) I -- a . TOP (2) #5 x 4'-0" I I tea. �' w=I-I=I_=IIIT- CENTERED AT PIPE COLUIMN LOCATIONS - - GRADE PENETRATION PVC OR SCH40 SLEEVE 110- � I z PIPE PERPENDICULAR TO FND _ _ I, _ _ _ I -- - —_ � -� j 1 ° CLEAN COMPACTED_ .T'- I I � I- —III—' -II � „ TOP (2) #5 x 4 -0 = I = = I' 12" MIN. DEEP W/ FILL @ 95% STANDAR�I I I I =1 I I I=1 I EI I b -I_-I I I- 1 I' . �II7,774 PVC SLEEVE A/C CLEAN COMPACTED - - CHASE , 'a �a CENTERED AT PIPE PVC OR SCH40 SLEEVE ° III-- 'da. FOOTING PAD DENSITY o _ d4 ° d : - _ PENETRATION FILL @ 95 /o —III= GRADE I— I=IIII I I = • ' = I --I I STANDARD -III=I _ — - III — I I — DO NOT PENETRATE r- -I =I =III= .. .' �-I =I 1- a 4 4 a DENSITY - -) I d � �~ -I I d a - -_ - - STEM WALL AT FILLED _ _ _ _ _ - - -1 _ _ .. ••• �° p _- (1) #5 STANDARD I _ I- I, bo I (- CHAIR FOR REBAR BY _ - -- I —III— �— — _ _ - -11 CELL LOCATION I _ _ - _ _ - I I= ° ` I (=1 I 1 HOOK FROM STEM z BUILDER =I I =I�=I e - _ -III- - _) I- I -III - - - - WALL TO FOOTING PAD n~ s,.' �Il • q " - SEE STEM WALL - I 3" COVER TYP. I I= I I=I I III (I I=I I -III=I I (I I- w ° a SCHEDULE FOR FILLED SEE STEM WALL _ EACH VERTICAL - CELL SPACING, SCHEDULE FOR FILLED SEE FDNIPLAN =1 I I I -,= I a 4 a' 11- LOCATION. SPACING WIDTH FOOTING SIZE, & CELL SPACING AND WIDTH FOR SIZE III=I I — I = d PER SCHEDULE d' REINFORCING FOOTING SIZE ►—III—I I I-1 I III --I I —III— & REINF. TYPICAL FOUNDATION PENETRATIONS I I 1=III_- 'III -=I 11- ' SF08 MASONRY COLUMN AT ENTRY STEM WALL SCHEDULE 3/4"=1'-0"PIPVERTICAL THRU FDN PIPE PARALLEL TO FND 3/4"=1'-0" 3/4"=1'-0" E �✓ W 9 Z � Q W CL N Z ui Z (D J v O W ILL 06 LU Z `'' � Z O ❑ J o W Q �a❑�v 8 Qoog,•„m ZQzwzE Z W U c o 0 w III ■ . Imo -IF I 11 uy O w M < N 0 O M U J Q ILL W o UU W M NO"Q z F- w �� w YVZO z W > ©- 0- J ZLU? _. o pQ d. W� wd- z c? W STRUCTURAL ENG BAD DRAFTING: Ix -STRUCT JW L) QC CHECK MRB JOB No. DWH-0204747 QSCALE: AS INDICATED DATE: 03/21/18 Z LU 0 w S3 --- 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. 4 .-- CONT. BOND BEAM W/ (1) #5 REBAR @ TOP �— (1) #5 FROM FTG. TO D AM SPLICE TO PRIVACY WALL SCHEDULE W Q � !I-71 GROUT • DOWEL WALL HEIGHT (WIDTH x HEIGHT) CELL SOLID SPACING F- TALLER: MASONRY WAL CONTINUOUS BARS _ -SEE .: PLAN 72" O.C. z BAR W/ 30" PAVERS OR GRADE - Ov ".'� ' PROJECTION INTO SEE PLAN 4'-1" to 5'-0" 2'-0" x V-0" COMPACTED 56" O,C. O REBAR SPLICE r• -r • a SCHEDULE @ EA. DENSITY 00 I= :,:: : i:..Ra.. X'`e^ 1 5'- 1 to 7-0 �.CONTINUOUS FOOTING 32 O.C. •- - r ON = „ r;WALL ABOVE WITH FOUNDATION SIZE ANr i — III—III—I 7-1' to 9-0 31-011x V-4" SPACED & 3 COVER, W/ (1) #5 REQUIRED SCHEDULE. TRANSVERSE BAR @ 12" O.C. REINFORCEMENT PER W - PRIVACY WALL a BUILDER MAY -. SCHEDULE ALTERNATIVELY DRILL DENSITY PRIVACY WALL SCHEDULE W Q � FOUNDATION FOOTING DOWEL WALL HEIGHT (WIDTH x HEIGHT) REINFORCEMENT SPACING F- TALLER: (3) #5's CONTINUOUS EQUALLY CONTINUOUS BARS _ 0'-0" to 4'-0" V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. z BAR W/ 30" TRANSVERSE BAR @ 12" O.C. Ov ".'� ' PROJECTION INTO (3) #5's CONTINUOUS EQUALLY 4'-1" to 5'-0" 2'-0" x V-0" SPACED & 3" COVER, W/ (1) #5 56" O,C. O REBAR SPLICE TRANSVERSE BAR@ 12" O.C. • a SCHEDULE @ EA. (4) #5's CONTINUOUS EQUALLY 00 I= :,:: : i:..Ra.. X'`e^ 1 5'- 1 to 7-0 2'-6" x 1-4 SPACED & 3 COVER, W/ (1) #5 32 O.C. CELL. STEM WALL TRANSVERSE BAR @ 12" O.C. = „ FILLED CELL SPACING (5) #5's CONTINUOUS EQUALLY i — III—III—I 7-1' to 9-0 31-011x V-4" SPACED & 3 COVER, W/ (1) #5 24 O.C. SCHEDULE. TRANSVERSE BAR @ 12" O.C. CLEAN & II FILLED CELLS TO BE AT EACH WALL CORNER, WALL HEIGHT PER PRIVACY ji—mOTH PER PRIVACY WALL SCHEDULE WALL SCHEDULE �F�O9 PRIVACY WALL FOUNDATION DETAIL 3/4"=1'-0" CONT: 1/2" X 10" FIBER EXPANSION HEIGHT TRANSITION AND END OF WALL, THEN SPACED AS INDICATED ABOVE PER HEIGHT OF WALL 8" DEEP X 12" WIDE W Q � WHEN STEM WALL U- THICKENED EDGE W HEIGHT IS 4'-0" OR z W/ (2) #5 F- TALLER: U- CONTINUOUS BARS _ O #5 90 -DEGREE HOOK U) W/ 3" COVER, TYP. c:-' j z BAR W/ 30" OZ Ov ".'� ' PROJECTION INTO W . SLAB & HOOK PER O REBAR SPLICE • a SCHEDULE @ EA. 00 I= :,:: : i:..Ra.. X'`e^ �'� STEM WALL FILLED -- CELL. STEM WALL O = „ FILLED CELL SPACING J i — III—III—I a PER STEM WALL z _ � 1 III, I ISI I I- i SCHEDULE. CLEAN & II W W COMPACTED FILL @ a BUILDER MAY CL 95% STANDARD ALTERNATIVELY DRILL DENSITY U & EPDXY (1) #5 BAR W/ W 30" PROJECTION INTO a rj� SLAB AT EACH FILLED CELL LOCATION WITH SIMPSON SET EPDXY OR EQUIVALENT, 5" MIN. EMBEDMENT. SF18 ALTERNATE SLAB TO WALL CONNECTION 3/4"=1 -0" MASONRY COLUMN (8"X8" SHOWN) OR WALL PER PLAN PAVER EDGE ° CONFIGURATION w COLUMN AND BASE WOOD COLUMN PER 4" BRICK w/ BRICK TIES CONNECTION PER �� COLUMN PLAN SEE FRAMING STAGGERED @ 26" PLAN TYPICAL LOCATION PER PLAN FOR REQ'D POST O.C. HORIZ. & 16" O.C. (1) #5 CONT. BAR BRICK SOLDIER (2) #5 CONT. BARS 8 1Q" DESIGN PLAN SIZE & BASE VERT, ON CHAIR. COURSE. REFER ON CHAIRS. MIN. 11 MIN. 1 CONNECTION CMU BASE W/ (2) #5 2 MIN. CLEARANCE FTO DESIGN PLANS CENTERED BELOW CAP/ ROWLOCK PER r r • ' VERTICAL FILLED COLUMN BETWEEN FACE OF dr r A. SHOWN @ MASONRY 1° r SOLID, ZEE ELEV. FOR COLUMN BASE ARCHS 1, 1 '. COLUMN CONDITION GEOTEXTILE BY CONC. SLAB PER CONC. SLAB PER CONNECTOR TO EDGE CONC. SLAB PER ri SLOPE OTHERS, TURN UP AT FOUNDATION PLAN FOUNDATION PLAN OF STEP IN CONCRETE FOUNDATION PLAN 1 ' (1) #5 CONTINUOUS @ SLOPE TO OUTSIDE AWAY @ SIDES SLAB 1 1 ' TOP OF STEM WALL WALL GRADE OR CONC. z AROUND PERIMETER ,, "" :'y. �.", '":'.Sty••.' '.i :: p.". .`. '; .: ':+ '. :•l °,r. n MIN. 1/4 EA. SIDE CONDITION r ,�<::; •' '' '' - PAVERS W/MIN. 2.3/8 - z d ,,.. " - z (2) #5 CONT. w/ 3 1 r' ' OF THICKENED EDGE OF WALL U.N.O. ON ------..- ,. _ — , . oo - r.gdw FLASHING, GROUT d THICKNESS, PER PLAN. _ — �} .. I -r; !,... COVER TYP. r r PLAN GRADE FOLLOW MFR'S. 1 #5 STANDARD — _ z 4 d ° . Q r 1' SOLID BELOW 1 WRITTEN O — — I= I II I N w (1) #5 STANDARD — II I =I N Z d d °� r:' r WEEP HOLES @ 24 �� '' ` ;`,`. ' ;:;.:•;:; SPECIFICATIONS FOR HOOK FROM STEM I �_� =' �' z — — —O.C. . "__..._ .. r •. g HOOK FROM STEM I I I --I (I—I �• � 2 a 1 PAVER INSTALLATION WALL TO FOOTING PAD 1' 1 „ „ EACH VERTICAL -I =MIN. _ 4 I Q WALL TO FOOTING PAD MIN. (_ I �. �` w a oo I .a:..l..dr _ d, 1 TO 1 1/2 (BEDDING LOCATION. SPACING I =_I -MIN. EACH VERTICAL — _ :'`,r z L' 4 °,: • . "tl d Q - d = =—j SAND) PER SCHEDULE I=I I =I I ".f! LOCATION. SPACING = I I=I =I I y` _ - 1d r <. F- c� - z _ — — I- PER SCHEDULE _ — — I �- — — -I` TROWELED d ° COMPACTED CLEAN COMPACTED _ — -III GRADE -I — I -III GRADE III— MASONRY �,. W .%%`®\111!111!!®®0®® � � a ( AGGREGATE BASE o CLEAN COMPACTED = ❑ NNI�/ r' CONCRETE �4 ° d. I- w (I o I FILL @ 95 /o STANDARD ( =—I =I FILL @ 95% STANDARD — (I—I —_ —% 8 COL, I I N.O, I I �. GRADE v) ,y1� �GJ•. •...mo®D00 - MIN. 4 _ —_...I z I z _ — r.a _ — w ® . 0 a (HIDDEN) EDGE I ❑ r DENSITY _ — W •• �, I- -II =— DENSITY = . Z RESTRAINT —I I I_I - _._ _ ,. Q. �P N - �' -o Q SEE STEM WALL - a — �? SEE STEM WALL I I== _ �` Q U TWIDTH — I I SEE STEM WALL — (I = — I I i _ s..,�..4 - .z F! • -I III=I " ':." _W, SCHEDULE FOR FILLED 0. N I I a :w -4 GEOTEXTILE AS SCHEDULE FOR FILLED I_I—� —I o ".. _ = n r SCHEDULE FOR FILLED = — — p I I I� C- �� Q a CLEAN COMPACTED CELL SPACING, —III I _— _ _ CELL SPACING,—) I— I _ _ _ z _ _ — ... ___ CELL SPACING, I Z . REQUIRED TURN UP 1= — � �"` —" I -- FILL @ 95% STANDARD FOOTING SIZE, & I—I—I I I (—I I FOOTING SIZE,& —III- I =WIDTH I I I_I— I I FOOTING SIZE, & WIDTH p vii v• `� � AT SIDES OF BASE _ —WIDTH — _ _ _ .®® k-.• �� �® Z W DENSITY REINFORCING -I I — =III REINFORCING I I_ — — —III REINFORCING T ©✓®� .•®•.....••®. ww a O SF11 FOUNDATION DETAIL AT PAVERS/ GRADE rSF`113 `STEM WALL @PORCH W/ SOLDIER F STEM WALL @ PORCH W/ SOLDIER & CLMN. (SF1'5 MASONRY CO LUNN W/ BRICK VENEER 3/4"=1'-0" 3/4"=1'-0" 3/4"=11-011 ...rte... NOT USED 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' -Orr a O z J_ � m a ❑ O W Q � U- W z F- U- O U) z OZ W O O a � W U O W W J a z W W a CL O U W a rj� LU F- U° U U_ g p o 0 U c s,, oma. z� 0 0 Z Qm ❑ z w Z 0 co q LLJ 0 ❑ � w E 06 Iw- Z U)8 a Z O LL O W 0 ..J <n of ❑ >- o 8 J •Jj., O Q a �— O z U) 0P3:2W O _ Z Z: z W Z E U ~ O �LLWC�o- 3 L) ° W 0 Q WM LU WL F-• o L o 0 W M ..... U � z 1�- ❑ N M O J a LL z 0 w LL' oO o g V" W M Z z H � u z w �� W YVZ0 z W W �:_3Z� w UDLLI��' LU 3: > Wo OQ o �O h ILS W CL - z O Fn W STRUCTURAL ENG: BAD U DRAFTING: W Of -STRUCT: JW U QC CHECK: MRB H JOB No. DWH-0204747 U---....-- - SCALE: AS INDICATED a -- - - Z DATE: 03/21/18 W ❑ W _r S11 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) GRADE 60 BAR SIZE OTHER BARS INTO REBAR IS LAP SPLICE BEND 0 LENGTH CORNER AS REQ'D INDICATED IN -SHEAR WALL AT OPENING ACIP TYPI LINTEL, #5 TO BE HOOK PER 11Cif -A #3 HOOKED INTO MD08 7 15 21/4 SIDE VERTICALS ' q 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 a 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 . d 9 13/16 161/2 35 1 51/4 913/16 213/4 d d' 1. fc PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. �� 3. GROUTED PER ASTM 0476 f = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. 20'-0" 0 180/0 598/0 1024/0 1441/0 cn A 'I". ° I 110/0 O 824/0 d' ° �. �.�. •e +r rr... o L gQOW U_ z q Z4 Q d .. LO W W 8R22-1 B/8R22-OB n etI ��Iq 4an II;o. N 0. ' a Z 4' BOTTOM STEEL 1N LINTEL IF 1 � g m w ° d INDICATE - SHOULD HOOK INTO 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O 2'-8" 1425/1425 ° VERTICAL CELLS PER MD08 d'_t ROUGH OPENING PER PLAN I' 1A -- '— 4 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED ---- STANDARD 90 DEGREE HOOK F TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR ° • --- STD. 90 DEGREE ANGLE 3000 psi I. ( ; , I" CONC. W/ (1) #5 DIA. REBAR TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" �-- rMAIVIC mriLL /Arwurvv (2) 2x8 S #2 P.T. WOOD HEADER WINDOW BY BUILDER TURNED SIDEWAYS. ATTACH (2) 2x8 SEE WF01/SD1 FOR ,ra' MORE INFO SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" > O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING }.; :+' MAX 4'-0REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL d Y d . e. A ° •. •d d° d1 (1 A °. +. a: f • .d d. LAP SPLICE EMBEDDED )� REBAR SPLICE DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) O GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE NON -SHEAR WALL AT OPENING ACIP TYPI AL SHEAR WA L SEGMENT 11Cif -A #3 17/8 �q 7 15 21/4 41/4 q 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" �-- rMAIVIC mriLL /Arwurvv (2) 2x8 S #2 P.T. WOOD HEADER WINDOW BY BUILDER TURNED SIDEWAYS. ATTACH (2) 2x8 SEE WF01/SD1 FOR ,ra' MORE INFO SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" > O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING }.; :+' MAX 4'-0REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL d Y d . e. A ° •. •d d° d1 (1 A °. +. a: f • .d d. LAP SPLICE EMBEDDED )� REBAR SPLICE DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) O GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE NON -SHEAR WALL AT OPENING ACIP TYPI AL SHEAR WA L SEGMENT 11Cif OD.. #3 17/8 ". A. 7 15 21/4 41/4 q 24 TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" �-- rMAIVIC mriLL /Arwurvv (2) 2x8 S #2 P.T. WOOD HEADER WINDOW BY BUILDER TURNED SIDEWAYS. ATTACH (2) 2x8 SEE WF01/SD1 FOR ,ra' MORE INFO SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 1 Od NAILS STAGGERED @ 6" > O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING }.; :+' MAX 4'-0REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL d Y d . e. A ° •. •d d° d1 (1 A °. +. a: f • .d d. LAP SPLICE EMBEDDED )� REBAR SPLICE DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) O GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE PRECAST LINTEL LOAD TABLE 11A,, "B" ACIP "D11 "All "B" 11Cif OD.. #3 17/8 41/4 7 15 21/4 41/4 91/4 24 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 32 #5 31/8 7 113/4 25 33/4 7 151/2 40 #6 33/4 81/16 14 30 41/2 81/16 181/2 48 #7 43/8 9 13/16 161/2 35 1 51/4 913/16 213/4 56 c STANDARD 90° HOOK STANDARD 180° HOOK #3=2 z" #4=2%" #5=2%" #6=3" #7=3%" 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. d °• . PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING 16-0" OO O 8F24-0B/1T 8" NOMINAL WIDTH FILLED © z¢ W PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE 8R30-1B/1T LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS BLEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24 -113/61F24 -OB 8F32-1B/8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2• (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN, 8" BEARING EA. END 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7. LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Q o®® z I= w c V-6" 2231 3069 / 3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 100007 10000 2'-8" 1343 2693/2561 6113/3820 8974/5961 10000/8107 3'-2" 1217 2165/1969 6113/2931 8672/4576 10000/6224 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4'-0" 860 1651 / 1349 5365/1999 7342/3123 10000/4249 4'-6" 710 1423/1105 4360/1631 6036/2549 8328/3470 5'-2" 570 1232/1232 3480/2580 8360/3586 8825/4592 6'-2" 488 991/991 2661/2143 5681/2698 6472/3685 7'-0" 416 752/699 1843/1625 3486/2602 6390/3302 8'-0" 354 726/699 1843/1625 3486/2255 6205/2885 V-2" 315 618/535 1533/1247 2781/1946 4754/2489 10'-0" 292 567/454 1366/1277 2423/ 1770 4006/2263 ``®®,1!11!1!®®/,® 0 '®�i® W ��® '1�� •®°'•®® ®' a o0 .;�� Q'�'®••t�, �' b Z = ro N : U *Z U ,. - ®U Co = O Q : i W. co • r ®®®� �� ®®•�®.®,�®®..•°•� 5�r®`� < O ®/I OF�e°� u.• o�®Ap "k pF� M 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-2" 255 471/352 1075/1075 1838/1567 2883/2003 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 12'-8" 0 369/261 1002/984 1697/1361 2630/1738 13'4" 0 328/0 1234/0 1779/0 2662/0 14'-0" 0 292/0 1160/0 1660/0 2439/0 16'-0" 0 284/0 950/0 1379/0 1997/0 MATERIALS 1$'94 -0" 0 211/0 750/0 1177/0 1676/0 18'-8" 0 142/0 598/0 1114/0 1468/ 0 1. fc PRECAST LINTELS = 3500 PSL 2. fc PRESTRESSED LINTELS = 6000 psi. �� 3. GROUTED PER ASTM 0476 f = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981 /0 1376/0 22'-8" 0 110/0 460/0 824/0 1147/0 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE _ ��181 A111®ad ®,�® RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-0B 8R14-1 B/8R14-0B 8R22-1 B/8R22-OB STRENGTH = 1900 PSI, w 2'-4" 1694/1694 3725/3280 5499/5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O 2'-8" 1425/1425 3343 / 3280 4933/4933 RELAXATION. 7/32 WIRE PER ASTM A510. X-0" 1230/1230 2769/2769 4085/4085 z 3'-4"1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE IW - 4' -4" 846/833 212171716 3127/2839 1m Q 5'-4" 664/572 1761/1761 2595 /2595 LINTEL F =FILLED WITH GROUT ¢ Q 6'4" 526/434 1539/1539 1329/2267 MARK REQUIREMENTS U = UNFILLED o R = RECESSED & FILLED WITH GROUT O O 7'-4" 480/322 1334/1334 1964/1552 g -4 415 / 235 1152 / 1152 1694 / 1552 QUANTITY OF #5 REBAR @ w e O8F� 8F8-1 /1 �`� B/� T BOTTOM OF LINTEL CAVITY z 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER �—QUANTITY UL 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 8R14-1B/1T OF #5 REBAR AT TOP 0 z O NOMINAL HEIGHT O 8F16-1B/1T NOMINAL U) O TYPE DESIGNATION WIDTH O 8R14-0B/1T 11 O 8F16-0B/1T 1-1/2" CLEAR w V O 8F20-1 B/1 T 0 U_� d: O U) Q z #5 REBAR AT TOP MIN. (1) REQ'D Q O 0 8F20-OB/1T ¢ ,L C,M.U. 08R22-1B/1T o GROUT M u�8F24-1B/1T Q�E z #5 REBAR AT BOTTOM OF LINTEL w io CAVITY Q BOTTOM REINFORCING PROVIDED - 0 8R22-0B/1T 7-5/8ACTU L IN LINTEL (VARIES) OU 16-0" OO O 8F24-0B/1T 8" NOMINAL WIDTH FILLED © z¢ W 8R30-1B/1T oW p 8F32 -16/1T 1-1/2" CLEAR ° t 0 8R30-0B/1T P sz #5 REBAR AT TOP MIN. (1) REQ'D O a1 8 ° O 8F32 -0B/1T U _j o ' ¢ z C.M.U. O U zoap°s O 8F38 -1 B/1T � _ Z O 0 �— O N O 8F12-1B/1T m 0 8F40 -0B/1T ��-- —�I` BOTTOM REINFORCING PROVIDED 6 j (D 7-5/8" ACTUAL 1N LINTEL (VARIES) Ow 8F8 -0B/1T 8" NOMINAL WIDTH U W r X UNFILLED -'-J 06 w ° n E W (D Oz ti rn 8 SAFE LOAD TABLE NOTES Q F-- z "° U) 0 dmLco H 0 J co IrV d >- o00 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED O _ ¢ C) a ¢ :S o LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL p J 0 � � 2' w- ORECESSED LINTELS BASED ON 4" NOMINAL BEARING. Q d a w 2, 0 =NOT RATED. U U o Q a c� 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. Uj LWUto W w o 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR _ Z O v 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F_... ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 16. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. W M �� 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY z O CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 8 M SUPPORT. O 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER MGT, Q F 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT, z w W WALL LEGEND U_ 0 3'-0" �—,I� � W M z _ _ p 11 [� 9 4 T.O.M. � -INTERIOR/EXTERIOR 0 BEARING WALL (OR LINTEL p _ >- IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ z }- W ARCHITECTURAL PLANS 3: W U.N.O. V Z 0 z WCUJI L �- CL 1 W � z U W 'Q h S - j�QoO O 'Q -V W °w CL 0 W STRUCTURALENG: BAD DRAFTING: w STRUCT: JW V QC CHECK: MRB JOB No. DWH-0204747 SCALE: AS INDICATED H DATE: 03/21/18 z LINTEL PLAN.. W 2C 14 I- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MIN. B2x8 TO SUPPORT STAIR LANDING FRAMING. ATTACH TC CMU USING HU48. ATTACH TO TRUSS BOTTOM CHORD USING H U44 SEE ST01/ST1 FOR LA JOIST INFORMATION MIN. B2x8 TO SUPPORT STAIR LANDING FRAMING, ATTACH T, CMU USING HU48. ATTACH TO TRUSS BOTTOM CHORD USIN( HU44 SYP#2 LEDGER. ATTACH TO TRUSS VERTICAL USING k"x 4 J" SDS SCREWS @ ).c. MAX. P#2 JOISTS @ 24"o.c. SPAN BLOCKING. ATTACH D OF JOIST USING SIMP, A35 3D #9 x 1 "' SCREWS 191'9' WALL LEGEND = 9'-4" T.O.M. - INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL J a W V5 W z W h (o W `®``® Uj N 00 0 00 ® :®�+ �_ Z 4 r� Z00 oo— a CD `d J f aC � Z W ®®9AN®® �� Q Cr O ®�®�"®s rw pe®%®`®� °° _j �t 0 0 LU U ° a. U LL 0 $ ° C7 U Z Z z °�, z o W C 'f— J _J � WO W 0- - rn ui W V z � �w F_ Z'R 8 fn M Q (06 Q N �. e7�,, M n W �*a- �i --I q v1 W 0>- 6 8 0 O 0 J F- LL LL ^/' LL. U) O x o§ iu o Z 0pI Q�WYo E U U O_ j W LU Q W LO 0 W U-U� O W W U W M ..... ._ o CV � O M U a J W F_ z 0 W W 0 0 0 U z W M Q U) 0 Z a p o U) O z �- W �_ i�l 3: LU W _VZ0 O z W W�- W � W Q� a 0_ h 00 W ' ti W A= o p a d. W x U z O fl) 65 W a-- STRUCTURAL ENG: BAD - --------- - DRAFTING: J W N W X :D------ -STRUCT: JW QC ._.__.--- ------ .____--- CHECK: MRB Q Q h JOB No. DWH-0204747 J Q_ SCALE: AS INDICATED ...._.._- -- _ _ --- - t- Z DATE: 03/21/18 h s U) W J LL 0 U > Q W FIRST FLOOR FRAMING PLAN�,�� NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. L S5 h LU U ° a. LL 0 $ ° U O U Z Z z °�, W a C 'f— J z WO W 0- - rn ui W V z � �w F_ Z'R 8 (06 Q N �. e7�,, M , W �*a- �i --I q v1 W 0>- 6 8 0 O 0 J F- LL LL ^/' LL. U) O x o§ iu o Z 0pI Q�WYo E U U O_ j W LU Q W LO W U-U� O W U M ..... ._ o CV � O M U a J W z 0 W 0 0 z W M Q U) 11 a p o z �- W �_ i�l 3: LU W _VZ0 z W W�- W � W Q� h 00 W ' ti ao o p a d. W W z 65 W a-- STRUCTURAL ENG: BAD - --------- - DRAFTING: N W X :D------ -STRUCT: JW QC ._.__.--- ------ .____--- CHECK: MRB (j h JOB No. DWH-0204747 J Q_ SCALE: AS INDICATED ...._.._- -- _ _ --- - t- Z DATE: 03/21/18 FIRST FLOOR FRAMING PLAN�,�� NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. L S5 h BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION &FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM 16d SPACING SPECIES (pIf) O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN (3)12d (3)12d O(2)2X8 SYP #2 BUILT UP STUD COLUMN BW1 16" SPF TOENAILS/ END TOENAILS/ END N0 MID -SPAN ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" 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) 10d x *NAILS SP4 W/(6) 10d x 12" NAILS 570 If p Mrd. PT. BW4 12" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET NAILS NAILS O5 COVER SHEET BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 plf MID -SPAN BW6 92" SPF SP4 W1(6) 10d x 1 NAILS SP4 W/(6) 10d x 13 NAILS 760 plf 3rd. PT. BW7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END w/(22)10d 8" EPDXY ANCHOR WSIMP. SET EPDXY MIN. MID -SPAN 3140 3140 (2)1.75"x11.875" LVL 12" EMBEDMENT 2 UPLIFT NAILS & (18)4"x2t" TAPCONS El HTT4 w/(18)16d x 22" NAILS & g" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU NAILS NAILS TO POST: SIMP. HTS20 OR MSTA18 EPDXY MIN. 7" EMBEDMENT BWS 16" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf Mrd. PT. HTSM16 w/(8)10d NAILS & (4) T"x 24" TAPCONS FRAME TO CMU 1020 10d x 12" NAILS 10d x 12' NAILS LSTA18 w/(14)10d NAILS TO STUDS BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf UPLIFT LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 NAILS NAILS STUDS TO BEAM/GT 2980 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) 10d x *NAILS SP4 W/(6) 10d x 12' NAILS 885 plf 1rd. PT. s BW13 16" SPF SP4 W/(6) 1.0d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 280 plf MID -SPAN 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS @ 32"o.c. @ 32"o.c. (3)HTS20 w/(24)10d x 12" NAILS BW14 12" SPF SP4 W/(6) 10d x 13" NAILS SP4 W/(6) 10d x 12' NAILS 380 plf MID -SPAN 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS @ 24"o.c. @ 24"o. c. 2800 22 STANDARD BEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR -1 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING -11'J-BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D, IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE w/EITHER GUN NAILS@32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN Q(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN 16d (3)2X6 SPF #2 BUILT UP STUD COLUMN 8d RING SHANK (2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN HO (3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN O44 SYP #2 P.T. COLUMN O6x6 SYP #2 P.T. COLUMN O8x8 SYP #2 P.T. COLUMN (1)ply TRUSS (10)10d x 12' NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. 82x10 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x5-1/4" COVER SHEET. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER SHEET. H10A 1015 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER SHEET. Wj 5-1/4"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL H10A-21245 COVER SHEET. HTS20 w/(24)10d x 12' NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. LU 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET 2490 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 44: ABU44 w/(12)16d NAILS & $" EPDXY ANCHOR WMIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & g' EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)t" EPDXY ANCHORS w/ MIN, 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d ,131"x22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 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 BEAM SIZE CONNECTIONS VALUES VALUESSPF(lb) TAG SIMPSON CONNECTOR TYPE TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS SYP(Ib) (2)2x8 #2 SYP META16 w/(8) 10dx12' NAILS OR B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)a"x24" F-11 META20 w/(8) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 2)2x12 #2 SYP w/z" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 W z7 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 82x10 (2)ply TRUSS (14) 16d x 12"' NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (2)ply 1900 (2)ply 1900 NAILS & (18)4'x2j" TAPCONS H10A w/(18)10d x 12' NAILS OR FRAME TO FRAME H10A 1015 H10A 1140 (2)1.75"x9.25" LVL (2)ply TRUSS H10A-2 w/(18) 10d x 12" NAILS Wj H10A-2 1070 H10A-21245 H5.25xl 1.25 HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 1245 1450 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) PLATE NAILS & (18)a'x24' TAPCONS LU PLATE BETWEEN PLIES (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 SEE PLAN FOR WALL WIDTH (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO 3'-11" 1 (10) 10d NAILS H2.5A w/(10)8d FRAME TO FRAME 535 600 2 MTS12 w/(14)10d x 12' NAILS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 860 1000 QMGT w/(22)10d 8" EPDXY ANCHOR WSIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 12" EMBEDMENT 2 NAILS & (18)4"x2t" TAPCONS El HTT4 w/(18)16d x 22" NAILS & g" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR MSTA18 EPDXY MIN. 7" EMBEDMENT TO BEAM: SIMP. HUC410 w/(18)16d & 10 HGT-2 w/(16)10d NAILS w/$" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 62$0 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"x24' TAPCONS 11 HTSM16 w/(8)10d NAILS & (4) T"x 24" TAPCONS FRAME TO CMU 1020 1175 12HEADER LSTA18 w/(14)10d NAILS TO STUDS 1110 12 5 3 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 LTT20B w/(10) 10d NAILS & t" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1500 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS EPDXY MIN. 7" EMBEDMENT CMU 19 HTT4 w/(18) 16d x 22" NAILS w 8" EPDXY ANCHOR WSIMP. SET 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 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14)1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) I CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 12. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 IFOR 2 -PLY U.N.O. ON PLAN 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 TRUSSESMOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6, ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS:. AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D, PER LOCATION. LARGER HEADER MAY BE INSTALLED WOUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8, SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO, BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 AS INDICATED Z TO BEAM: SIMP. HUC48 w/(14)16d &(6)-10d NAILS H2x8 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)a"x24" H2x10 PLATE TAPCONS Q� P®®°� ON MASONRY: (1) SIMP. MSTAM24 H2x12 2)2x12 #2 SYP w/z" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 W z7 TO BEAM: SIMP. HUC410 w/(18)16d & H3.5x5.5 (2)2x10 #2 SYP (10) 10d NAILS 82x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3.5x7.25 PLATE NAILS & (18)4'x2j" TAPCONS W U)Jti� ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 Wj I"" W TO BEAM: SIMP. HUC410 w/(18)16d & H5.25xl 1.25 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d H3x12 PLATE NAILS & (18)a'x24' TAPCONS LU PLATE BETWEEN PLIES ON MASONRY: (2) SIMP. MSTAM24 HEADER SUPPORT SCHEDULE TO POST: SIMP. HTS20 OR MSTA18 SEE PLAN FOR WALL WIDTH OPENING SIZE TO BEAM: SIMP. HUC410 w/(18)16d & V-0" TO 3'-11" 1 (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 8'-0" TO 9'-11" 2 NAILS & (18)a'x24' TAPCONS 10'-0" TO 12'-0" 3 ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 O TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 2 NAILS & (18)4"x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"40" 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) AS INDICATED Z 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) Q� P®®°� 16d NAILS H2x12 2)2x12 #2 SYP w/z" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) W z7 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) Z 7 Z 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) W U)Jti� 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) Wj I"" W 16d NAILS H5.25xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) LLj F-Z��� 8 Q Z Df W0 16d NAILS H3x12 (3) 2x12 #2 SYP w/2" FLITCH ATTACH KING STUD TO HEADER w/(10) LU PLATE BETWEEN PLIES 16d NAILS HEADER SUPPORT SCHEDULE SEE PLAN FOR WALL WIDTH OPENING SIZE 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.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ, CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE, FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. F- 0 0 W W LLQ M ® ®®• ®e p„ co •° ® �j�' ccpv N AS INDICATED Z • © " " r a zr U J V �,,, • Z4L «'> Z < k•°• o) • e� U U •Z Q� P®®°� m _j 00U� W F- 0 0 W W STRUCTURAL ENG: BAD DRAFTING: -STRUCT: LLQ M U JOB No. DWH-0204747 Od AS INDICATED DATE: �d 00 J I.L. U U •Z Q� W O 00U� W z7 0 O0 (!1 Z 7 Z z "J Q F- O W U)Jti� UC.7 W LL CL Q Wj I"" W ('Yl0 W 06 LLj F-Z��� 8 Q Z Df W0 CL v CIN 0- c m a LU V♦ J coo f/)220>:10 8 Z ZDzwz E O W LLWga o� � 0 W W Q w M ta. U o r Z O 2 STRUCTURAL ENG: BAD DRAFTING: -STRUCT: JW M MRB JOB No. DWH-0204747 N AS INDICATED DATE: 03/21/18 00 J I.L. 0 W ul O W M Q O0 (!1 u _ "J Q F- W V Z O U_ W 3:W W LL CL Q 1 I"" W a 0~ OQ W0 CL STRUCTURAL ENG: BAD DRAFTING: -STRUCT: JW QC CHECK: MRB JOB No. DWH-0204747 SCALE: AS INDICATED DATE: 03/21/18 S5.1 ROOF SHEATING PER PLAN. ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING @ 24" O.C. MAX. ATTACH EA. END USING (3) 12d TOE -NAILS 2x4 SYP#2 VERTICAL @ 24" - O.C. MAX. ATTACH TO BLOCKING USING (4) 10d NAILS (4) 10d NAILS EA. JOIST --� TO VERTICAL 2x4 SYP#2 CEILING JOIST @ 24" O.C. MAX 2x DOUBLE TOP -----� PLATE PER PLAN 2x BEARING WALL PER PLAN MID -SPAN BLOCKING U.N.O. GEO�6 GABLE END DETAIL NOT TRUSS PER PLAN FASCIA PER ARCHITECTURAL PLANS ATTACH EACH RAFTER TO BEARING WALL USING H10A U.N.O. EXTERIOR WALL SHEATHING PER PLAN. ATTACH PER NAILING SCHEDULE 3/4" = 11-011 H2x6 CONTINUOUS HEADER 2x6 SYP#2 LEDGER. ATTACH USING (2) 1/4"x3 1/2" SIMPSON JW SDS SCREWS @ 16" O.C. MAX QC CHECK: SIMPSON H3 SCHEDULE (DWH) (4) 10d NAILS EACH JOB No. SCALE: CEILING JOIST TO RAFTER DATE: 2x4 SYP#2 @ 24" O.C. z ROOF PLAN MAX /�— ROOF SHEATHING PER PLAN. / ATTACH PER NAILING SCHEDULE FASCIA PER ARCHITECTURAL PLANS ATTACH EACH RAFTER TO BEARING WALL USING H10A U.N.O. EXTERIOR WALL SHEATHING PER PLAN. ATTACH PER NAILING SCHEDULE 3/4" = 11-011 H2x6 CONTINUOUS HEADER WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. <( 0 O j U_ w z LL. O C0 z O z U O a w T U o 0 J W a s W LU J 0- O U > p W d LL M w H 0 CL O cn � a , o J09�` p— o o►' 0 z CL C� z Ui Z 0 F W _j C) w c� oa HZ ti0 - U O- p ppM _Z c CO LL O W L J Q6°p�v8 O O I-- (!1 z �_ > Uj o Q ~O <"Wga U o� O W ¢� w W Z 0 � 0 w (y) z p 04 O Cr) U J < LL z w LL no N W z z M (D o = � >- zW 1W - w -� V ? O z Y. _ z W W [L �- 'S -j Z W p W �h F- 00 O pae°tW� _ wd- z 0 W STRUCTURAL ENG: BAD p_...._. _..._...__...--......---.._, U) DRAFTING: w V EXTERIOR FRAME WALL JW QC CHECK: MRB SCHEDULE (DWH) p J JOB No. SCALE: DWH-0204747 AS INDICATED DATE: 03/21/18 z ROOF PLAN U, w WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8"-01" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9"-01" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9"-41" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10"-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED Q TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FORf ��l691�®r®® Cy '' 0 REQUIRED STUD SPACING. w r�® * W ��®'�® 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS a 00 & NAILING PATTERN. w• `��``®�`5�"�®®•®® 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE ��� ��•'°�i. z • NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF ti �; 2 U SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN o = d p U co -� 50% OF THE SHEATHING IS OVERDRIVEN; CONTACT EOR FOR 2 REVIEW OF EXTERIOR STUDS ARE TO BE O®"• P coo ®,�, � "•'°000"00.000 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS C��®mow`' p NG PLANS 5 ®�®�r�i®� P�� �®, m U- 4. SYP #2 STUDS MAYBE SUBSTIITUOTED FOR SPF #1/#2 STUDS ONLY. W m w p O U O ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B z o J W WALL LEGEND 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES. 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. <( 0 O j U_ w z LL. O C0 z O z U O a w T U o 0 J W a s W LU J 0- O U > p W d LL M w H 0 CL O cn � a , o J09�` p— o o►' 0 z CL C� z Ui Z 0 F W _j C) w c� oa HZ ti0 - U O- p ppM _Z c CO LL O W L J Q6°p�v8 O O I-- (!1 z �_ > Uj o Q ~O <"Wga U o� O W ¢� w W Z 0 � 0 w (y) z p 04 O Cr) U J < LL z w LL no N W z z M (D o = � >- zW 1W - w -� V ? O z Y. _ z W W [L �- 'S -j Z W p W �h F- 00 O pae°tW� _ wd- z 0 W STRUCTURAL ENG: BAD p_...._. _..._...__...--......---.._, U) DRAFTING: w V -STRUCT: JW QC CHECK: MRB p J JOB No. SCALE: DWH-0204747 AS INDICATED DATE: 03/21/18 z ROOF PLAN U, w TES AND CONNECTOR LEGEND 1/4"=11-oll E. SEE PAGE S5.1 FOR NO 5Z) . ------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. h 11 PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. T SIDE & TOP NAILER 2x BUCK PER DETAIL MD04/SD1 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 2x6xl2 P.T. SYP #2 zo CENTER BUCK 1/2" J -BOLT W/ 5 1/2" EMBED. (1) #5 IN TIE BEAM --• 2x P.T. SYP #2 NAILER (1) #5 BAR IN PRECAST MIN. OF OPENING W/ (1) 1/4"x2-3/4" LINTEL 4" MIN. FROM TAPCONS @ 24" O.C. & 4" FROM ENDS NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND P.T. BUCK FASTENER SCHEDULE SHEATHING SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 SPACING 3/16" x 2 14' " 7/16" 1x8 3/16" x 2 1/4" 12" O.C. 2 ALL STRUCTURAL 1 8d 3" O.C. 2x4 3/16" x 3 1/4" 12" O.C. 1 /161/4" li/;15�'Xx "2x8 " 3 1/4" 12" O.C. 2 FAGS OF CMU NOTES: __....�.-. . j W/ 3000 psi CONC. LOCATION PER PLAN (2) OU VERTICAL L ANCHOR NOT PERMITTED TO BE ° I � W/(1) #5 REBAR VERT. (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT WINDOW/DOOR, FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE . „ „ „ VERIFY W/ PLAN FOR MIN. (6) 1/2 DIAMETER J -BOLTS USING 2X2 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 OF BUCK. z WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR MASONRY WALL PER BEARING WALL LOCATIONS. 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR - BUCK, EA. SIDE OF OPENING. FIRST ANCHOR CMU WALL AS REQ'D PLAN (TYP). ENTIRE COLUMN TO Q- SEE BEARING WALL � �^ ( ) BE GROUT FILLED w (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" L . PER PLAN --._ EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO w SCHEDULE FOR REQUIRED rrrrrrr cn BELOW TOP OF BUCK. SPACE REMAINING ANCHORS I STRUCTURE BY OTHERS IN THIS CASE. ¢' U.N.O. CONNECTIONS, STUD P.T. BUCKS PER 1= �.` * 24" O.C. MAX 4 EQ. SPACED '" TITEN HD ANCHORS W/ 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO �� - '® N (1) #5 VERTICAL IN U_ I @ NOTE: CONTRACTOR TO VERIFY SPACING AND BLOCKING O SCHEDULE Z �� \� ••••® ®i � LU �- MIN. 1 "EMBEDMENT FOR HOLLOW EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS o ®.� ti•®•°° '•.® 'i Ui N GROUT FILLED CELL (IF � O BUCK TO CMU ATTACHMENT REQUIREMENTS REQ'D PER PLAN I-- I ° BLOCK OR 3 112" EMBEDMENT FOR SOLID STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK: +` R-®•�, li LOCATIONS PER GARAGE DOOR I w Q • �' - - BLOCK. MAX. 6" FROM TOP AND BOTTOM MAX. 2 PLIES OVER INITIAL P.T. BUCK. o ¢ ¢.._.r._.- w MFR.'S WRITTEN SPECIFICATIONS ®` a N O p I OR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" 4. MIXWG OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME c� ®U a, .� N Z NOTE: SEE MD08 ON > Co w _ 45 DEG. BEVEL CUT I FROM TOP AND BOTTOM AND 12" O.C. OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS Z e�y Q U LINTEL PLAN p ¢ I FASTENING ARE MET. c�.l co "® 0 2x6 P.T. SYP #2 BUCK BETWEEN (FASTENING) ® • • Q `� ---- END, 1 1/2" ABOVE 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID z .°,®® ®•°•.®®®®®®•®••'® - - CO SECTION GARAGE F.F., EA. SIDE PT BASE PLATE 6. W NDOW OR DOOR INSTALLATION BY OTHERS o GROUTED CMU.®®''®,�j' P�®®®� 4 O OF OPENING w ®�rlirrrr0�,® m 9 O SHEATHING NAIL 1/2"= 1 '-0" \ / 314"=1'-0" BLOCKING REQUIRED / 1 /2"=1'-0" SPACING SPACING p 7/16" ALL STRUCTURAL 1 8d 3" O.C. 3" O.C. 12" O.C. EDGES SHEATHING NOTE: CUT BACK 2x8 LINTEL (SEE PLAN) SHEATHING PER PLAN SHEATHING PER PLAN STRUCTURAL SHEATHING z P.T. @ TOP TO ALLOW •:4' ' SEE TYPICAL HEADER TYP. TRUSS TO FRAME —p LU CONT. 2x4 BLOCKING 7/16 O.S.B. EA. SIDE FRAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME J co Q AROUND CURVE. MIN. ADDITONAL CONNECTION PER STD. CONNECTOR CONNECTION PER m 2 TAPCON ANCHORS INFORMATION STD. CONNECTOR NOTES STD. CONNECTOR 0 PER 2x8 *.: (HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES EITHER UPSET OR (2) 2x PLATE EDGE AS REQ'D FRAME OUT TO BLOCK O DOWNSET) FRAME OUT TO BLOCK EDGE 2x BLK'G. TO O.S.B. W/ EDGE AS REQ'D = ARCM PER ELEV (2) - 8d EACH END 2x W/ (2) 16d TOE NAILS EACH END LAST STUD OF I LAST STUD OF U_ HEADER PER - --� KNEE WALL JOINING KNEE WALL JOINING (2) 2x TOP PLATE U LOCATION LAST STUD OF KNEE WALL I UP TO MAIN HOUSE UP TO MAIN .HOUSE (2) 2x #2 SYP SEE PLAN z (3) 16d COMMON JOINING UP TO MAIN HOUSE I WALLS SHALL BE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY 9 � Z END VIEW W/ CMU NAILS (TYP.) WALLS SHALL BE ATTACHED I (2) 2x TOP PLATE ATTACHED TO MIN. I FOR BEAM SIZE ATTACHED TO MIN. I IF OPENING PROVIDED > TO MIN. (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT I PER PLAN) WALL STUDS W/ (2)-16d NAILS ( WALL STUDS WI WALL STUDS W1 ° a HEADER (SEE PLAN) @ 12" O.C. I (2)-16d NAILS @ 12" I (2)-16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL C I O.C. I O.C. W/ STUDS @ 16" O.C. _ Ca 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN I 2 1/2" W/ STRUCTURAL I I- Q BLOCKING ATTACH TO WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE I 1/2" x 8" ANCHOR BOLT SHEATHING FROM W 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 ¢ Q NAILS ON BOTH SIDES FROM TOP BUILDER FRAME WALL WITH STUDS@ O.C. & 6" FROM EACH BOTTOM OF WALL. 2 �= 2x BLK'G. TO O.S.B. W/ 7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF BEAM. ATTACHED PER RADIUS AS REQ'D 16" O.C. W/ STRUCTURAL � END 2x PT BOTTOM w ATTACHED PER NAILING SCHEDULE. � ARCH PER ELEV (2) - Sd EACH END W/ 6d NAILS @ 16" O.C. I NAILING SCHEDULE SHEATHING ON BOTH PLATE 7 ' . OTHERWISE SP2 CLIPS w TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS I SIDES FROM TOP OF BUILDER FRAME PRECAST LINTEL OR;. , • : EACH STUD TO BEAM EL 2x BUCKS, EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF J RADIUS AS REQ'D KNOCK OUT COURSE ABOVE AND SP1 CLIPS 0 END \ /I E\ A / W/ \ A /OO D VIEW WOOD PLATE AND SPI CLIPS EACH BEAM. ATTACHED PER EACH STUD TO U V V STUD TO BOTTOM PLATE NAILING SCHEDULE MASONRY WALL BOTTOM PLATE z W� M ARCH WINDOW FRAMING DETAILS FU KN WALL AT DOWNSET BEAM _ F0 KNEEWALL AT UPSET BEAM F0 KNEEWALL AT MASONRY WALL W ° 3/4 -- 1 -0 3/4"=1' -0"3/4"=J. -O"3/4"=1'-0" a w 12 SEE GE02/SD2 FOR U PRE-ENGINEERED TRUSSES PER PLAN @ (TYP) SEE ELEV. OUTLOOKER OR 24" O. C. MAX. DOUBLE 2x TOP PLATE SHEATHING CANTILEVER 8d NAILS @ 4" O.C. TYP. TRUSS TO FRAME ------ IF REQ'D, PROVIDECONV. FRAME OR CONNECTION PER STD CLOSURE WALL w/ VALLEY TRUSS VALLEY TRUSSES PER CONNECTION NOTES SINGLE TOP AND BASE PLAN PLATE w/ (2) 16d NAILS EXT. SHEATHING; EXT. SHEATHING ATTACHED TO TRUSS. STUDS @ ATTACH PER NAILING SHEARWALL & EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED SIZE SPACING SPACING SPACING REQ'D, 7/16" ALL STRUCTURAL 1 8d 3" O.C. 3" O.C. 12" O.C. EDGES SHEATHING O ° O U�° O Z ° m X W CL Ill 0 PER NAILING SHEDFR CULE OM1,LU TOP OF KNEEWALL TO BOTTOM I I 24 O.C.OC&EXT. SCHEDULE SHEATHING INSTALLED L3 �? OR SP2 CLIPS AT TOP AND SPI I PER NAILING PATTERN PRE-ENG.TRUSS PER w O n E CLIPS AT BASE ARE REQ'D. PLAN, 24" O.C. MAX U) Ur Q CONT. PLYWOOD ROOF z r SHEATHING PER NAILING SCHEDULE OR OPT. 2x4 HORIZ. EDGE NAIL SPACING ROOFING MATERIAL Q W Z U >> °o � PER ARCHS F- cOi� m " ID °' J WE��o 8 `--- BLOCKINGER u- 1; c VALLEY TRUSS NAILED SEE FRAMING PLAN O J `t = °o `- CRICKET AS REQUIRED _ ---'- z 2x BLOCKING TO TRUSS BELOW 24 • • • W D I- ILi o FOR CONNECTION 0 �_ z Z D z w z F MIN 2x4 STUDS @ 16'" INFO a h I'1 O � O.C. W/ (2) 16d NAILS TYP. I- `,,/ ¢ W Y i O/C MAIN SPAN ROOF ' SEE ELEVATION U I- U O � D_ ATTACH TRUSS TO O O 2x P.T. PLATE TRUSS BELOW USING TRUSS 3 16d NAILS MAIN PAN ROOF 4 TOP OF MASONRY � W F¢- � U o 1/2" x 8'" A.B. OR TITEN HD @ 32" O M I S Z NOTE: O.C. & 6"' FROM EA. END, TRUSS SEE ARCM PLANS FOR z Q 2x BLOCKING W/ (3) 12d • PROVIDE BLOCKING OVERHANG INFO CENTER ON BASE PLATE ,' TOE NAILED @ EA. END UPLIFT CONNECTOR @ALL SHEATHING UPLIFT CONNECTOR (SEE SCHEDULE) EDGES. • (SEE SCHEDULE) MASONRY WALL Q �� TOP KNOCK OUT SHOWN, SEE PLAN RE. ELEV. COURSE W/ (1) #5 MASONRY WALL PER FOR WOOD OR O 16 • • FOR O.H. CV ? _ ' _ _ TYP. SINGLE TIE -BEAM M CONT. PLAN MASONRY v . U J ¢ W/ (1) #5 CONT. U LL F1 KNEEVIIALL ABOVE MASONRY WALL rGEO GABLE END AT VALLEY FRAMING GROUT SOLID ¢ 0 1"=1'-0" CONNECTION TO TRUSS 3/4"=11 z w [L' • U)• • • • ° • • • w O 0 0 Q_ ILL A 2x STUDS @ 16" O.C. FOR KNEE WALL w WINDOW PER > (7 N Z W M U • • • LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT FLOOR PLAN O ROOF SHEATHING FOR STRAP w MID -SPAN WALL ¢O (� Q > BLOCKING U.N.O. _ C CONT. ROOF SHEATHING NAIL PER PLAN i F • �,, � � � SEE PLAN. FOR PRECAST CONC. OR z i" w O POWERS STEEL SILL S W 11 - PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END NAIL SPACING REQUIRED STUD w J - Z O OD TO TOP CHORDS OF TRUSSES BELOW WHEN I SPACING TYP. @ALL WINDOWS („) - y,' • @ 12" IN FIELD • o W - 00 BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D `' W G. BELOW AND CONNECT w/ HTS20 @ 32" O.C. i �� STRUCTURAL SHEATHING II '° EXT FINISH PER PLAN z LUJ Z 2 , O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW �,\ `, `�*y ` I `U C) LL! d 4 1, FOOTER PER PLAN I ° • Q 00 2x PLATES OVER ROOF DECK PER VALLEY 4 I ' •Fh. MAIN FLOOR I- O Q -) hfW---�-•""" & . . FRAMING DETAIL ` ELEV 0'-0" w (L~ — H A z DOUBLE TOP PLATE K CONC. SLAB - ` #� ° " VERT REINF. BEYOND SEE FOUNDATION _ —I I STRUCTURAL ENG: BAD PLAN FOR MORE INFO = I-` o SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B SEE PLAN FOR REQUIRED ANCHOR BOLT I I III: DRAFTING: RAFTER a �' BUILT UP STUD SPECIFICATIONS °' * '' COLUMN EACH END HOLD DOWNS AS REQ'D. PER PLAN I I- MASONRY WALL PER-STRUCT: JW C OF SHEAR WALL I I= PLAN COMMON TRUSS PER PLAN OR CONY. FRAMING w/ k �, PER PLAN v QC CHECK: MRB STRUCTURAL SHEATHING PER PLAN AND ROOF SEE FOUNDATION FINISH PER ARCHITECTURAL PLANS �, '`ti4 ` 4, E DETAILS FOR FTG INFO JOB No. DWH-0204747 _ __... . CURVED ROOF TRUSSES PER PLAN OR CURVED 01 �I ¢ SCALE AS INDICATED RAFTERS w/ (2) LAYERS 3/4 CDX SHEATHING Z K DATE: 03/21/18 NAILED @ 6 O.C. STAGGERED G w Kin-rC CCC ADt'W Cl C\/ATIr1A1 r:nD PO MIT 1AIIAIr)n1A1r)PGAlIAIr, IF Rl=ii'rl "I1 IrN A 1 r1Alr- [%TP1r1\/ ^RAI 1 \AIA 1 1 ri) DORMER FRAMING DETAIL PE - NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BAS 1/2"=1'-0" 3/4"=1'-0" 3/4"=1'-0" u) SD1 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 WMR & ASSOCIATES, LLC is strictly prohibited. SIMPSON ... DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" O.C. NOTE: ALL GABLE BRACING IS TO BE SHEATHING NOT REQ'D SYP#2 OR BETTER TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE I I I I FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN BEAM CONNECTION FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT EOR FOR ADDITIONAL INFO AS REQ'D — SIMPSON A23 @ EACH A35 DIAGONAL TO "�� BRACE TO PLATE MAINTAIN 31/4" H TRUSS BOT. CHORD UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A 7'-0" (1) 2x4 BRACE CLEARANCE BETWEEN 1/2" J -BOLTS w/ 9'-4" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1618'4' STRONGBACK W/ (2) 2x4 BRACE ®w``®04 uj 0D INSIDE FACE OF CMU WASHERS (MIN. 6" EMBED) MIN. 6" FROM 2x4 SYP #2 BRACING @ �. CONNECT TO DROP �'cn O - N Z - _GABLE NAILS INTO TOP PLATE AND CENTERLINE OF EACH END AND 32" 24" O.C. FOR FALSE BM MAX 2'-0" O.H. o cp 40,> Z w_z . .. Q w W/(2)12d END NAILS J-BOLTATTACHMENT O.C. MAX, w/ (3) 10d �° ®.. ®®• °° �* .p�0� ��� Q O W X m LL_ z TOENAILS EA. END TO BLOCKINGGABLE END W PROVIDE 2x4 BRACE SHEATHING FASTEN 0 CCU � � DOUBLE TOP PLATE I 2x4 LEDGER W/ (2) 10d J < 2x8 P.T. PLATE, CANT. m 2x TOP PLATE TO ( U. LSTA30 HEADER TO FOR CLG. NAILING Y GABLE END W/ 16d SURFACE.d ©m NAILS @ 6" O.C. FASTEN TO DIAG.w/(2) SPLICE AS REQ'D p PROVIDE 16d NAILS O FRAMING FOR FALSE �L GABLE END TRUSS TO 3: BEAM, IF REQ'D w/ (3) L FILLING AND BILKING PLATE @12" O.C. MAX. d. HGA10 @ 32" O.C. 10d NAILS @ EA. 5 AS REQ'D W/ (2) ROWS a TRUSS BRACE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. ATTACH JAMB STUDS SIMPSON H10A DIAG. Q Q CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP 10 FALSE BM PER PLAN HEADER UNO BELOW z PLATE w/ PLYWOOD IF REQ'D TO BLOCKING o SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** aEOt GABLE END @ FLAT CEILING CONNECTIONS 1-011 ��,/ 2x4 BLOCKING@ EA. - OUTLOOKER (MAX. ROOF SHEATHING PER -- ROOF SHEATHING PLAN SPAN 2'-0") w/ (2) 16d END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN OL VARIES r RAKED DOUBLE TOP PLATE CEILING NAILER AS 2'-0" MAX. V-9" MAX. TOTE: PROVIDE ADDIT'L REQ D ILOCKING AS REQ'D 2x8 #2 SPF STUDS @ 'ER HIB -91 & TRUSS 16" O.C. TYP. 4ANU.'S DRAWINGS; ;EILING GYP. BD. IS 2x8 #2 SYP PT BASE JOT A DIAPHRAGM PLATE CMU WALL PER PLAN GABLE END @ VAULTED CEILING 3/4"=1'-0" - PROVIDE 2x BLOCKING FOR NAILING - (2)16d NAILS PLT. TO STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) - 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) - HOLD WALL 3-1/2" DOWN FOR OUTLOOKER 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAD. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAL. FASTEN TO DIAG, w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A 7'-0" (1) 2x4 BRACE 7'-0" < H :!E 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < 1-1618'4' STRONGBACK W/ (2) 2x4 BRACE 2x4 BRACE IF REQ'D SEE CHART. 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H BACK TO 1ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. 3/4"=1'-0" 2x4 BLOCKING (2) 1— NAILS, TOENAILED i CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART ` z STRONGBACK IF REQ'D PER CHART Q A GABLE END SHEATHING FASTEN PER LAN. • TRUSS PER PLAN NAILS @ EACH WEB TRUSS PER PLAN Z EXTERIOR SHEATHING. ATTACH PER PLAN a FROM TOP OF WALL W TO BOTTOM W U 2x8 #2 SPF STUDS AT SHEATHING PER PLAN. � _ iI 16" O.C. 1/2" x 8" J -BOLT @ 32" `-- DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. .01A INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN °' IN CMU. OR SIMPSON ANCHOR BOLT OR MSTAM-24 TYP. EA. META16 TITEN HD @ 32" O.C, & SIDE OF EA. STUD. 6" FROM EACH END CENTERED BETWEEN FRAME AND CMU SEE STD CONDITION @ CMU VAULTED CONDITION @ CMU WALL SPLICE DETAIL FOR REQ'D FLASHING " 1PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. WALL SHEATHING PER �— LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 2x4 BLOCKS, (2) 161 NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. 4THING PER PLAN WHERE O.M. IS > V-0" EACH END.AT 24" O.C. ROOF SHEATHING DROP END GABLE w/ W W PER PLAN OUTLOOKERS @ 24" Q TRUSS PER PLAN DTC CLIP, (2) 8d NAILS O.C. TO RUN BACK TO z a.V\5•o..•:.m®m® N DOOR SIM TO ST COMMON TRUSS o ®w``®04 uj 0D INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. iv �. CONNECT TO DROP �'cn O - N Z - _GABLE NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS MAX 2'-0" O.H. o cp 40,> Z w_z . .. Q cv W/(2)12d END NAILS BRACE TO LEDGER ---- CONT. 2x4 O P �° ®.. ®®• °° �* .p�0� ��� Q O W @ EACH END m LL_ (5) 16d NAILS BRACE 2x4'S @ 24" O.C. HEADER CONNECTION TO BLOCKINGGABLE END W PROVIDE 2x4 BRACE SHEATHING FASTEN 0 CCU DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 10d < AS INDICATED TRUSS PER PLAN NAILS @ EACH WEB TRUSS PER PLAN Z EXTERIOR SHEATHING. ATTACH PER PLAN a FROM TOP OF WALL W TO BOTTOM W U 2x8 #2 SPF STUDS AT SHEATHING PER PLAN. � _ iI 16" O.C. 1/2" x 8" J -BOLT @ 32" `-- DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. .01A INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN °' IN CMU. OR SIMPSON ANCHOR BOLT OR MSTAM-24 TYP. EA. META16 TITEN HD @ 32" O.C, & SIDE OF EA. STUD. 6" FROM EACH END CENTERED BETWEEN FRAME AND CMU SEE STD CONDITION @ CMU VAULTED CONDITION @ CMU WALL SPLICE DETAIL FOR REQ'D FLASHING " 1PSON DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP kTE TRUSS PER PLAN TRUSS PER PLAN 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON META16 @ 24" O.C. WALL SHEATHING PER �— LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN ATTACH W/ (2) 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON-BEARING WALL CLIP DETAIL 2x4 BLOCKS, (2) 161 NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. 4THING PER PLAN WHERE O.M. IS > V-0" U)~ 0 q W O O U � j DROP END GABLE w/ W W OUTLOOKERS @ 24" Q WIIId9i1//®®® 1 ®'®®�®o,� Co O.C. TO RUN BACK TO z a.V\5•o..•:.m®m® N DOOR SIM TO ST COMMON TRUSS o ®w``®04 uj 0D � WITH (3) 12d TOENAILS. in iv �. CONNECT TO DROP �'cn O - N Z - _GABLE WF01/SD1 WITH H2.5 CLIP. ti < ®w .. ." . `.. Z U MAX 2'-0" O.H. o cp 40,> Z w_z . .. Q cv �''''- 's d co ®®®• ®®®• �® o®� Q paq ---- CONT. 2x4 O P �° ®.. ®®• °° �* .p�0� ��� Q O W W®�e®a�o�f�ti®®e® m LL_ (5) 16d NAILS BRACE 2x4'S @ 24" O.C. HEADER CONNECTION TO BLOCKINGGABLE END W PROVIDE 2x4 BRACE SHEATHING FASTEN 0 CCU INFORMATION < AS INDICATED J LL TO EA. ADJ. DIAG. PER PLAN O LSTA30 HEADER TO 2X STUDS TYP. STUDSU.N.O. FASTEN TO DIAG.w/(2) SPLICE AS REQ'D p 16d NAILS. IW^ FILLING AND BILKING O 5 AS REQ'D W/ (2) ROWS a OF 12d @ 16" O.C. TO ATTACH JAMB STUDS SIMPSON H10A DIAG. Q Q i/i MZ HEADER UNO PER WF08/SD3 z Uj TO BLOCKING o 11 O_._.... 2X STUDS TYP. d 0 0 �— ATTACH JAMB STUDS ATTACHED TO FTG USING 1/2" 0 J -BOLTS JXO U- _ _j Q - a W PER WF08/SD3 OR EPDXY ANCHOR @ z W GABLE BRACING @ 48" -- PROVIDE 2x BLOCKING U_ BASE PLATE TO BE 6" FROM EA. END OF BASE PLATE & WALL = � V Z ATTACHED TO FTG OPENINGS & 32" O.C. O.C. MAX. 45° FROM FOR NAILING 0 0 W P, 0. o USING 1/2" J -BOLTS OR W/ 7 MIN EMBED. & 2' z LL1 W HORIZONTAL (+/-10°) z 0 1 DOOR EPDXY ANCHOR @ 6" DOOR WASHER. AT SLAB ~ ~ a J Z Q BRACE NOT REQUIRED z OPENING STEP DOWNS, EMBED. _ W Q ~ PLATE & WALL MUST BE 7" BELOW 6' FROM EAVES. TRUSS PER PLAN O - OPENINGS & 32" O.C. W/ STEP� r- Q 00 C 7" MIN EMBED PER BRG O O IJP --•—+ SEE PLAN FOR CL WALL SCHEDULE. AT SLAB STEP DOWNS, P.BASE PLATE SUPPORT AND TIE w W EMBED MUST BE 7" O DOWN OF JACK r U TRUSSES PROVIDE BLOCKING _j W BETWEEN TRUSS BAYS Q @ 48" O.C. FOR FIRST 3 _ BAYS SEE GABLE WALL PER PLAN H- CONNECTION DETAIL (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE W CONNECTIONS MASONRY) a ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** 0 > a W Q GEO GABLE END @ FLAT CEILING W/ BOSTON HIP W 3/4"=1'-0" ~a TT w 4'0 cul 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 ocap=L 5 U) .� O� r � a)1 ....... ~/(2) ROWS 12d NAILS O f Z<1W STAGGERED @ 12" a W z O.C. EA, FACE OR (3) L Q ROWS 12d NAILS W STAGGERED @ 12" U W J r O.C. FOR 2X10 OR Ll GREATER HEADER 06 w z „--7 co r E STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA, SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT- STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12 O.C. FOR 2X10 LSTA30 HEADER TO STUDS U.N.O.UNO DOWNFRAME TO U)~ 0 q W O O U � j W J E"' W _ W W Z z J = CA z Q Q z �rn $ 40 U F> J Q 0 0 U 0 F= L.j a z z E Z W Q ¢ w0 0 W U w o Co DRAFTING: OR GREATER HEADER DOOR SIM TO STUD U.N.O. SEE � IM �. SEE HEADER WF01/SD1 z JW SCHEDULE ON NOTES & U QC CHECK SCHEDULE FOR CONNECTOR LEGEND W JOB No DWH-0204747 HEADER CONNECTION O �tV INFORMATION < AS INDICATED J LL LSTA30 HEADER TO 2X STUDS TYP. STUDSU.N.O. w Of FILLING AND BILKING O AS REQ'D W/ (2) ROWS a OF 12d @ 16" O.C. TO ATTACH JAMB STUDS 2 i/i MZ HEADER UNO PER WF08/SD3 z Uj < 11 2X STUDS TYP. BASE PLATE TO BE d 0 0 �— ATTACH JAMB STUDS ATTACHED TO FTG USING 1/2" 0 J -BOLTS _ _j Q a LL PER WF08/SD3 OR EPDXY ANCHOR @ z W BASE PLATE TO BE 6" FROM EA. END OF BASE PLATE & WALL = � V Z ATTACHED TO FTG OPENINGS & 32" O.C. a 0 W P, 0. o USING 1/2" J -BOLTS OR W/ 7 MIN EMBED. & 2' z LL1 W - 1 DOOR EPDXY ANCHOR @ 6" DOOR WASHER. AT SLAB ~ ~ a J Z Q OPENING FROM EA. END OF BASE OPENING STEP DOWNS, EMBED. _ W Q ~ PLATE & WALL MUST BE 7" BELOW ~ LUL1 - OPENINGS & 32" O.C. W/ STEP� r- Q 00 7" MIN EMBED PER BRG O O IJP --•—+ WALL SCHEDULE. AT SLAB STEP DOWNS, P.BASE PLATE z EMBED MUST BE 7" O 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 MORE INFO. z DATE: 03/21/18 W 0 FO TYPICAL HEADER DETAILCO I I � t- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING.& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed,. written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. W STRUCTURAL ENG: BAD SP4 @ BASE OF EA. Co DRAFTING: STUD U.N.O. SEE � BEARING WOOD WALL STRUCT: JW SCHEDULE ON NOTES & U QC CHECK MRB CONNECTOR LEGEND W JOB No DWH-0204747 SHEET SCALE: AS INDICATED MORE INFO. z DATE: 03/21/18 W 0 FO TYPICAL HEADER DETAILCO I I � t- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH CONSULTING.& DESIGN, OF WMR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed,. written consent of MONTH CONSULTING &DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" 0. C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION LONG. TYP. ASSEMBLED WALL 3) FOR 5-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) EDGE DISTANCE TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT �� OUTSIDE (2) 2x4's INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 2 1/2 EDGE PER DETAIL PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8„ O.C. (FOLLOW 1" EDGE 1 1/2" EDGE • (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS NAILS TYP. TOP &BOT. NAILING + • ATTACH 2x4 STUDS TO + DETAIL FOR ALL TOP 10d x 3" COMMON 1zw 10d x 3" (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12dWITHIN 48" OF SPLICE PLATE SPLICE TOE-NAILS TYPICAL AT LOCATIONS) z 2 + THEN (2) ROWS 10d ALL LOCATION p 2 1/2" p w cD NAILS @ 8" O.C. z p w 2 1/4" 0 iv z lo OTHERWISE 2x4 WALL BEYOND �8'' w 1 1/2" w N U Q AGAINST 2x8 STUDS M7N NQ N w a • • 48.. ATTACHED PER N N U) o N 10d x 3" COMMON - 00 ti!/N (WF08/SD3) 00 a ' f.., OVERLAP TOP PLATE • • • . , • •. . • , AT CORNER 10d x 3" COMMON OPP. x TOP SPLICE @ SIDE z w O DOUBLE 2X4 TOP NAIL BOTTOM PLATE U 5 �? U 10d x 3" OPP. SIDE � ®�Ittttttpp� ATTACH 2x8 STUDS TO O Q Q ®®�® /® N PLATE TOP PLATE W/ (4) 12d TO EACH PLY OF BUILT U I I I I ( I z a w `X% ®®'® co ATTACH 2x4 STUDS TO o0 00 - U) • r A TOE-NAILS TYPICAL UP COLUMN BELOW W/ Q p tip, ®off\ •• ••••••.••` ®,i w (2) 10d NAILS �- '� • r TOP PLATE W/ (3) 12d AT ALL LOCATION e ®Q® •��c. ''. :� z00o TOENAILS TYPICAL AT 10d x 3" COMMON CL DISTANCE PER � r < :l1► o n U ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION oPP. BIDE DETAIL a iU o o °• _� �" O O O INSIDE PLY NAILS NAILED AT 8" O/C 0 rr,,,► 0 »®°»®®•.®•••" �� ®NN zz O STUD PLATE 2 2x4's 2 2x6's 2 W's Z '•o ; ••» .•• •'" (2) 2X COLUMN STAGGERED. OUTSIDE NAILS NAILED AT 8 O/C. OUTSIDE 2X S p �'®® OF®� _j TOP PLATE TRANSITION (2X4 TO 2X8 WALLS)fiF0,� � U_ TYPICAL m "_ fiF0 TYPICAL TOP PLATE SPLICE BRG. WALL TYPICAL BUILT-UP STUD COLUMN DETAIL (3 ) 2x COLUMN 3/4"=1'-0""=1'-0" p O U MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & BUILDER NOTE: z 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I-JOIST OR SYSTEM42 / FLAT y1i o ° ° ° D= NAIL SPACING SOFFIT FRAMING NOT p W OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS d o » a wBEYOND )O @Q TI -" - PER NOTE #2 REQUIRED WITH ALUMINUM pU_ 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. D OR VINYL SOFFITS`�_ _ _ _ _ _ _ w I I SHEATHING PER PLAN O S 0 FIELD w NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d "' R C 6 ROOF SHEATHING ?OV 6 e ROOF.SHEATHING, _--_ WALL SPLICE, NAILS 3 O.C. WALL DOUBLE TOPD/2 I I `o < T F q T FASTEN PER PLAN - STRUCTURAL p O I I I I I I VERIFY IF REQUIRED o @ FN qAr 0 FASTEN PER PLAN l�cN�.gAr O SHEATHING p ¢ �- z 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN cryo �'Ss CTyo ass ATTACHED PER 0 LW = p @ 3" O.C. IN HORIZONTAL CONDITIONS 'cp 'r0y NAILING SCHEDULE w DOUBLE NAIL EDGE SPACING y � z O NAIL INT. W/ 8d NAILS @ 42" O.C. & NAIL EDGES 6" O.C. 2x4 FRAMING @ 24" WALL SHEATHING o w U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS O.C. MAX. u0 III III I I I I I I SPLICE, SEE SPLICE SHEATHING PER PLAN 2x4 FRAMING @ 24" 2x4 #2 SYP CONT. W/ 3/8" S= NAIL SPACING O.C. MAX. PROVIDE (4) 10d x 3" (2) 16d COMMON z DETAIL. MAX 1/8" � PLYWOOD SPLICES @HEADER -NAIL SHEATHING TO S S PER NOTE NAILS AT JOINT NAILS EA. STUD OR III III I I I I I F- HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & dr 2x SCAB w/ 10d NAILS OPENING SPACE BETWEEN w M @ 4" O.C. PROVIDE (4)10d x3" 0 III III I 4 I I w BOTTOM TRUSS MEMBER, cn Z PANELS �� - o - - a - PER-ENG TRUSSES NAILS AT JOINT III I I I I I I I I cq TYP. (MAX. 24" O.C.). .III 3 III I I I I ( -' � PER PLAN 2x SCAB w/ 10d NAILS O O J SINGLE NAIL EDGE SPACING a \ . - IF MASONRY, USE (2) � III AROYP UND III I I I I I I p O EXTERIOR SHEATHING @ 4 O.C. 1/4" TAPCONS W/ ° n" 2x STUDS BEYOND, "- 0O TRUSS CONNECTION w F_ NOTE: PER-ENG TRUSSES MIN. 2" EMBED. @ 24" w III OPENING III I I I ( I I SEE PLAN FOR MORE w "- PROVIDE PIECE OF PER PLAN 2x FASCIA C7 d LL MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE — 2x FASCIA PER PLAN O.C. C.) III _ _ III I I I ( I INFO � z_ M O SHEATHING BETWEEN III I- III I I I I I I w — EXTERIOR WALL EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS _ W T � 0 SHEATHING & BLOCKING. HORIZONTALLY LEDGER TO LEDGER TRUSS OR ROOF Q [, I I I I I I I I w 2x4 PT LEDGER W/ PER PLAN SYSTEM _ z O SHEATHING TO HAVE 2x4 LEDGER W/ 2 16d �- I 1LL - JJ - - LL _ ..._.IL_ ° � I- O 1/8 MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND 1/4" x4" TAPCONS @ 12" O - - - - - m SAME THICKNESS & 2x FRAME WALL PER NAILS 16" O.C. WOOD/MASONRY - - - - - - - - - - o- "- MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP O.C. @ WALL OR TRUSS, w O STRENGTH ORIENTATION PLAN X AS EXTERIOR WALL BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED SEE ELEV. FOR SEE ELEV. FOR FLOOR SYSTEM - w SHEATHING O.H. SIZE O.H. SIZE SEE PLAN a CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS CONDITION A nn pp /�� `p / /� CONDITION A' c /� p q c `n' /� I 0 OPENING SIZE BEYOND SEE PLAN ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE CON D �T� ON V CIVI V V~�� `''O'v D I�IOt V r~'V' C V V~L� o 2x6 BLOCKING PLACED 2 ROWS OF 8d NAILS o W () REMOVED &REPLACED. IF MORE THAN 50 /o OF THE SHEATHING IS SHEATHING DIAGRAM a � FLATWISE W/ (2) 16d @ 3 O.C. TOP & BOT. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS C F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE F1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF - w SCALE: 3/4"=a'o° GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 3/4"=11-0113/4"=V-0" a Q v A SEE ROOF SHEATHING, 2x4 #2 SPF 8 PLAN NAIL PER PLAN SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24"' O.C. O J ° (2) 2x BUILT-UP COL. DOUBLE TOP PLATE MORE INFO & MORE INFO & z W/ (2) 16d END NAILS U CONNECTION CONNECTION EACH END x x 0 Q0�a SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE ++ > Z -� @ EACH STUD (2)12d NAILS @ 2x12 BOX HDR w/ 2x8's w OQ EACH END TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF a W Z mIrPRE-ENGINEERE SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. w (a @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS U ROOF TRUSS- SEE (22) 10d NAILS (ALL z I- -j FRAMING PLAN FOR CORNER CONDITIONS WALL TO PRECAST + + NAILING SCHEDULE & EACH END Q � w SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF + (4) 12d NAILS EACH SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF Q� W p r E 1/4" x 4" TAPCONS TRUSS MEMBER + C:(, oZS w z " NAIL PER PLAN TALLER STUD) w @ 2x4 #2 SYP P.T. @ EA. MORE INFO & +, ROOF SHEATHING U) F- 8 SEE PLAN FOR cii 16" O.C. MAX. x x + p 0 Q z TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ ,' CONNECTION + U o o M O EACH VERTICAL cn O U- ., CONNECTION i STAGGERED INTO TRUSS & 3 12d SEE WALL CLIP DETAIL `r �` ~ J -� (gyp OOav� � � TRANSOM BETWEEN. TRANSOM BETWEEN �a!'. O W '� Co � � r " _ 2x BRG WALL, SEE i TOENAILS INTO OTHER FOR MORE INFO Il W ~ Co - a 0 8 PLAN FOR STUD SIZE & SPACING. MIN 2 2x LINTELS TRUSS LINTELS 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL z J = x O O SEE FLOOR PLAN FOR LINTEL PER PLAN 0 U) p �- ?„ LU o SLOPE AS REQ'D @ 24 O.C. w/ EXT. @ 24 O.C. w/ EXT. _ Z z M z w z E UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN 'a LINTEL PER PLAN W Q ¢ w Y o 1 i SHEATHING PER SHEATHING PER Q I— Q u. W U.N.O. I 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. NAILING SCHEDULE & NAILING SCHEDULE & U h-- U o g w/ 2 1/4" x 3 1/2" w/ 2 1/4" x 3 1/2" ' O 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (4) 12d NAILS EACH (4) 12d NAILS EACH w W Q U_ w o TRUSS MEMBER TRUSS MEMBER (TOP W Z 0 - (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS Z O VERTICALLY VERTICALLY ALONG W/ WEBBING) SIMPSON LSTA24 EACH z (n O STUD ATTACH 2x TO 2x6 2x8 w/ (2) 10d NAILS @ 2x BRG WALL, SEE -- PRE-ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 10d NAILS @ z � � PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL ATTACHMENT BY POCKET SGD EACH VERTICAL SPACING. MIN (2) 2x STAGGERED @ 8"41 1 11 11 ATTACHMENT BYVERTICAL ATTACHMENT BY BUILDER ATTACHMENT BY UNDER GIRDER TRUSS SEE PLAN FOR O.C. BUILDER BUILDER BUILDER C0 U.N.O. CONNECTION U J F1 SECTION DOUBLE BEARING AR"kSTEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER W/ TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER z 0 3/4"=V-0" 3/4"-1'-0" 1/2"=1 1/2"=1 1 /2"=1'-0" 11211 w [� LL O 2x6 SYP #2 LEDGER: CLN CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN STUDS W/ (MZ TO STUDS w/ (2) 1/4X BEAM INTO LONG SPAN AS INDICATED ON BEAM 4'/z" S. SDS F- (0 U SCHEDULE, IF BUCKET IS INSTALLED THE SHORT SPAN SCREWS @ 16" O.C. Q 0 Q STRAP IS NOT REQUIRED. MAX.; _ J i- PT, POST (AS NOTED) EXTERIOR WALL/TRUSS TO GABLE END STUDS p Ld W/ (2) 1/4" X 3%" SIMPS. z W I— EXT. AS NOTED SDS SCREWS @ 16" 2x6 COLLAR TIE HALF WAY w ..1 .z_ O O.C. MAX.; UP HEIGHT OF VALLEY. I X V W V LAP BEAM PLYS AND TO MASONRY w/ 2x6 w NAIL AS SHOWN (5) PT SYP #2 LEDGER w/ FASTEN E C 10d COMMON I O I z W a 1 NAILS @AH END (TYP.) p ¢ W 2 0.131 x 3 1/4 12 NAILS (2) 1/4„ x 2 3/4 I- J Z PER PLY 4 (MIN.) TAPCONS AT 12” O.C.( s ~ W Q Q HTS20 CLIP FROM SIMPSON H3 CLIP 2x6 RAFTER TO 2x$ RIDGE ( W Q d I•- POST TO BEAM SHEATHING PER PLAN BOARD W/ A35 ON ONE SIDE Q d. .....� EXTERIOR BEAM AS 2x4 SYP #2 LEDGER. OF RAFTER. ATTACH A35 ON I 0 Q t1J O (D NOTED PLAN VIEW TOP OF POST TO STUDS OR BEAM w/ (4) 10d NAILS FOR ADJ RAFTER TO OPP SIDE O CONV. FRAMED (AS SHOWN) PT POST AS NOTED (2) 1/4" X 4'/z" SIMPS. I w per, © � � ( ) SDS SCREWS @ 16" MEMBERS ONLY I z ."..... ABU POST BASE (AS NOTED) O.C. MAX.; — — — — — -- — — — — — — 0 STRUCTURAL ENG: BAD TO GABLE END STUDS FASTEN SYP OR SPF 2X6 MIN. 5/8" THREADED ROD w/ L � Fool w/ 2 1/4" X 3'/" SIMPS. "_ "" ( DRAFTING: O 3 0 MAXL WIDTH) PLATE THRU O.S.B NUT SET IN ADHESIVE SDS SCREWS 16" 9<< ��� w @ FASCIA PER SHEATHING (THICKNESS PER Fy JQ- _-STRUCT: JW O.C. MAX.; COMMUNITY SPECS PLAN) TO PRE-ENG TRUSS U QC CHECK: MRB TO MASONRY w/ 2x4 PT I i � BELOW W/ 1/4"x4-1/2" \ ° I I a / 2x4 SYP #2 OR 2X8 RIDGE BOARD p ° . r 4 SEE FOUNDATION SYP #2 LEDGER w/ 1/4 PRE-ENGINEERED SIMPSON SDS SCREWS 2x6 JOB No. DWH-0204747 I I� x 2 3/4 TAPCONS @12 "" PLATE TO TOP CHORD OF __ __..-_1-1-1--l-_-_.._. - \ PLAN FOR ADDITIONAL O.C. ROOF TRUSSES @ 24 FASTEN CONV. 2x VALLEY RAFTER SCALE: AS INDICATED _O.C. MAX. EACH TRUSS BELOW "" FRAMING OR PRE-ENG VALLEY TRUSSES Q -- - - ------------------- INFO - U i 2x6 s @ 24 ( ) SIDE VIEW BASE OF POST SIMPSON H3 CLIP DESIGNED FOR O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR DATE 03/21/18 SHINGLE ONLY LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. w RAFTER TO PLATE CONN. (C DO CORNER COLUMN FRAMING D01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL - NOT USED 3/4"=V-0" 1 /2"=1'-0" 1 /2"=1'-0" SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I I I I NOTE: ALL FLOOR PRE-ENGINEERED ROOF TRUSS- SEE TRUSS STRAP - SEE PRE-ENGINEERED FRAMING PLAN FOR ROOFTRUSS-SEE NOTE: OR MORE WINDOWS ARE IN A ROW JAMB STUDS BETWEEN NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN TRUSSES TO BE P.T. IF WHEN 3 (ONLY NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING Wt (2) A34 CLIPS TO TRANSFER JOR SIM) IS PROVIDED STRUCTURAL COL PER STRUCTURAL COL PER LATERAL LOADS LATERAL LOADS TRUSS STRAP SEE PLAN FOR SIZE AND - PLAN FOR SIZE AND FRAMING PLAN FOR REQ'D # OF STUDS REQ'D # OF STUDS CONNECTIONS DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) F SIMPSON SP4 W/ (6) SHINGLE OR TILE PER ROOF TRUSSES AT 24-1 ATTACHED PER ATTACHED PER 10d x1-1/2" @ 24" O.C. 1 Od x1 -112" @ 24" O.C. ARCHITECTURAL O.C. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS ELEVATIONS. 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. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE ROOF TRUSSES @ 24" TYPICAL TRUSS TO SIMP, HTT4 — 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN U.N.O. ON PLAN O.C. FRAME CONNECTION. W/(1 8) 16d x 21" NAILS 2 FACE OF JAMB STUDS/ FACE OF JAMB STUDS/ HEADER -SEE 2ND SEE STANDARD TO POST (U.N.O. ON HEADER HEADER - SEE 2ND HEADER FLOOR PLAN FOR MIN, < CONNECTOR NOTES FRAMING PLAN) & 8 FLOOR PLAN FOR MIN. HEADER SIZE & REQ'D i= z C14 co TYPICAL TRUSS TO FRAME CONNECTION. C M CrAkIr'NAMM REFER TO PLAN FOR ALL THREAD W17" MIN. EMBEDMENT INTO TIE (1) SIMPSON LSTA30 STRAP r1r_MTP:09=n EXTERIOR SHEATHING HEADER SIZE & REQ'D JAMB STUDS FROM TOP OF WALL JAMB STUDS EXTERIOR SHEATHING w a to Ili Uj C'4 '-�' \5 9986, . T_ % oo 60 - . BUILT-UP COLUMN t5tVAIVI uolllytl 011vir. SETTRUSS SEE I V BOT. . (tK1bbUN/ 0 cxa CONNECTOR NOTES TRUSS PER FROM TOP OF WALL Z INFO. EPDXY FLOOR T BETWEEN COLUMN BEAM) ATTACHED PER FRAMING PLAN FOR IF HEADER IS UPSET TO BOTTOM OF FLOOR Cv PLAN AND GIRDER/BEAM CONNECTION INFO. NAILING SCHEDULE. PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d AND WINDOW IS SYSTEM (RIBBON BEARING NYYYYYYYY� SEE DETAIL WS1 1THIS (2) 2x SILL AT WINDOW - LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET C; &. 0 '> Z • SYSTEM - IF NO FLOOR BLOCKING BELOW NAILS FLOOR GIRDER OR W/ 2x CRIPPLE STUDS `:� ."� •"a \fF SEE PLAN SHEET FOR MORE INFO PLATE W/ (2) 1 Od NAILING SCHEDULE. AND •WINDOW IS z (5 SYSTEM INSTALL COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO LOWER: (1) 2x SILL 0 % MASONRY WALL SEE TOENAILS. EXT. P FLOOR TRUSS KNEEWALL & PROVIDE 0 PLATE W/ (2) 1 Od SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d HEADER OPENINGS TOENAILS. EXT. w r PIR U_ UNDER COLUMN NAILS @ 8" O.C. THEN LESS THAN 4FT:(I) 2x M TYPICAL GIRDER COL. HIGH BEAM STUDS @ 16" O.C. HEADER OPENINGS 00 DBL. TOP PLATE ABOVE SO TYPICAL GIRDER COL. CONNECTION ATTACH SILL W/ (2) 10d SILL PLATE W1 (2) 10d LESS THAN 4FT:(1) 2x TOENAILS. OPENING w SEE ARCHITECTURAL 3/4"=V-0" 3/4"=1'-0" TOENAILS AT EA. END SILL PLATE W1 (2) 10d 0 PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG LARGER THAN 4FT: (2) 0 OR LVL GIRDER OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING 0 INFO 2x 2ND FLOOR STUDS WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) C-9 MIN 2x4 SPF #2 STUDS SEE PLAN FOR MORE (2) SIMPSON LSTA18 CLIP AT EA. END FOR CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE W1 A35 w MTSC40 POST ABV. TO 0 011 WINDOW AS @ 16" O.C. SEE PLAN STRAPS CENTERED @ OPENINGS GREATER W/ (2) 1 Od TOENAILS CLIPS EACH SIDE W1 2x _j POST BELOW U.N.O. STUD PACK W/ 1 Od n < SCHEDULED FOR MORE INFO. FLOOR W1 (14) 10d THAN 4' BUT LESS T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. Uj PROVIDE SOLID A THAN 6' W/ (2) 10d TOENAILS 0 EXTERIOR FINISH PER BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS SHEATHING REQ'D STUDS @ 16" O.C. T&B (PLYWOOD INT. FINISH PER PLAN TO MATCH SIMP. HTT4 T&B) ATTACH SILL W1 (2) 1 Od PLAN PLAN FOR FLOOR SHEATHING REQ'D 0 W/ (18) 10d x 21' NAILS TOENAILS AT EA. END COL. DIMENSION SYSTEM INFO. 2 SEPARATE SHEATHING TO POST (U.N.O. ON T&B) U_ UNDER WINDOW OF SILL (MAX OPEN'G w MID -SPAN BLOCKING 2x BOTTOM PLATE W1 REFER TO PLAN FOR ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) & WIDTH 4'-0"). USE A35 (2) 12d AT 12" O.C.BUILT-UP COLUMN U.N.O. INFO. (2) SIMPSON LSTA1 8 ---------------- (2) 16d NAILS @ 6" O.C. ALL THREAD W1 7" MIN. CLIP AT EA. END FOR U_ STRAPS CENTERED @ 3/4" FLOOR SHEATHING EMBEDMENT INTO TIE OPENINGS GREATER 0 W INSULATION PER PLAN ATTACHED PER BEARING WALL PER FLOOR Wt (14) 10d BEAM USING SIMP, SET THAN 4' BUT LESS z SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND NAILS CALIFORNIA CORNER A -A EPDXY THAN 6' 0 Z :1 (2) SIMPSON LSTA18 0 WS1 1 OR WS1 3 FOR - FLOOR TRUSSES SEE COLUMNS STRAPS CENTERED @ (2) SIMPSON META16 U ADDITIONAL MID -HEIGHT BLOCKING 2x TOP & BOT. w INFORMATION THIS PLAN FOR DEPTH AND PER BEARING WALL FLOOR TRUSS TO FLOOR W/ (14) 10d RIBBONS, CONT. CL n SHEET DIRECTION SCHEDULE MASONRY WALL NAILS w (3) 2x STUD PACK NOTE: ALL FLOOR w = NOTE: ALL FLOOR COLUMN BASE EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF (1) SIMPSON LSTA30 TRUSSES TO BE P.T. IF U) NO MOISTURE CONNECTION PER FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN LU BARRIER (FELT PAPER PLAN MASONRY ATTACHED W/ (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR PER NAILING ATTACH 2x STUDS PROVIDED OR SIM) IS PROVIDED REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS SEE FRAMING PLAN BELOW W1 (22) 10d CONNECTION IF FLOOR SYS. NOT PRESENT PER FLOOR NAILS BEARING FOR FLOOR (n FOUNDATION PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION FOR SHEATHING AND CMU WALL BELOW PER DETAIL INCDICATED ON FTG. MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE PROVIDE BLOCKING FLOOR GRIDER OR CL INFORMATION SIMPSON MSTC40 W1 (36) 16d SINKERS. IF FLOOR FLOOR FRAMING. INDICATED BASE STRAP BELOW JAMBS BEAM 0 SEE PLAN MASONRY WALL PER BOND BEAM REQ'D ON EITHER SIDE OF WALL. IF WF021SD5 FLOOR SYSTEM DRAFT U=W SYSTEM IS 18" TO 36" DEEP USE MSTC66 W1 60 16d IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE L) > PLAN a Uj STOPPING AT 1000 SQ SINKERS AND (14) Y4"X2 Y4" TITENS TO MASONRY BOTH SIDES OF THE WALL PLAN FOR MORE INFO z FT MAX: DRAFT < H HEADER CONNECTION 2nd FLOOR HIGH BM MIN THICKNESS SHALL T 2nd FLOOR CORNER FRAMING ATTACHMENT fisok HEADER CONNECTION 2nd FLOOR fiso LINTEL AS PER PLAN STOPPING MATERIALS 4SO9 U 4SO3 TYPICAL TWO STORY COL. @ GIRDER 111 0 3/4"=V-0" WD. HID. HT. BE 1/2" GYP BOARD OR 3/4"=11-0 3/4"=1"-0" 3/4"=V-0" SEE PLAN 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER PLAN SHEATHING PER PLAN 0 TRUSS W/ 8d NAILS AT FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING & SHEATHING PER 3/4" FLOOR SHEATHING FLOOR SHEATHING U_ 8 DETAIL WF10/SD3 NAILING PER FLOOR DETAILWFIO/SD3 ATTACHED PER ATTACH PER NAILING PER PLAN ATTACHED ATTACH PER NAILING 0 16" O.C. TOP AND NAILING PER FLOOR NAILING SCHEDULE SCHEDULE SHEATHING PER PLAN SCHEDULE U) < z PER NAILING 2xSTUDS,SEE BOTTOM CHORDS FRAMING NOTES FRAMING NOTES 2xSTUDS,SEE ATTACH PER NAILING -zr. PRECAST SILL OR SILL FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS,SEE SCHEDULE 2 PER WINDOW FRAMING PLAN FOR SCHEDULE, lc_ U) 0 2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR 2x4 #2 SYP BLOCKING CONTINUOUS MANUFACTURER AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE @ 48" O.C. W/ (2) 12d 0 w WRITTEN @ 48" O.C. Wt (2) 12d AND SEE ARCH PLAN AND SEE ARCH PLAN TOP OF TOP PLATE To w TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON GIRDER TRUSS PER BOTTOM PLATE. TOENAILS EACH END 2x BOTTOM PLATE W/ 0- 0 z SPECIFICATIONS 2x BOTTOM PLATE W1 TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE PLAN (2) 12d @ 12" O.C. d 0 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE W1 2x4 #2 SYP ANGLE w 2X4 #2 SYP ANGLE (2) 12d @ 12" O.C. (MAX) BEARING WALL PER :D U) (2) 12d @ 12" O.C. AGAINST TRUSS UJ EXT FINISH PER PLAN AGAINST TRUSS SHEATHING/ DRYWALL (2) 12d @ 12" O.C. PLAN (1) ROW 8d NAILS @ 3" (1) ROW 8d NAILS @ 3" VERTICAL @ 48" O.C. VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" ATTACHMENT W1 (2) (1) ROW 8d NAILS @ 3" DOUBLE BOTTOM W/ (3) 12d NAILS EACH O.C. WALL SHEATHING C'5 W 0— E W/ (3) 12d NAILS EACH O.C. WALL SHEATHING O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING ro VERT REINF. BEYOND 0 BOTTOM PLATE/ PLATE END 0 04 C6 END TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP CHORD z ". _LJ TOP CHORD 0 000 00 TOP RIBBON 2x SYP #2 RIBBON (MIN (2) H5 EA. FLOOR Uj z 0 > co U) p o U-_1 (n PRE -ENG FLOOR TRUSS TRUSS TO DOUBLE PC 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) a >- 0 8 MASONRY WALL PER OR FIELD FRAME 2X4 2x4) TO TRUSS W/ (4) BOTTOM PLATE, SLIT 0 Uj < 0 0 W:s co Z 0 15 SYS. 42 FLOOR 16d NAILS; BOTTOM FLOOR TRUSSES PER PLAN CONC. SLAB - TRUSSES @ 24" O.C. KNEE WALL, STUDS @ 16d NAILS; BOTTOM RIBBON TO BE PT IF FLOOR DECKING TO PLAN 0 CQ 0 P w — Z Z :) z Ly Z E 16" O.C. W/ (2) 16d NAILS SEE TRUSS LAYOUT 0 A SEE FOUNDATION (MAX) RIBBON TO BE PT IF ACCOMMODATE <<LUR0 @ EACH END. TRUSS TO r FOR HANGER < 0 U. 3: STRAP ATTACH TRUSS PLAN FOR MORE INFO CMU W1 STRAP PER BRG DIRECTLY ON CMU CMU X 0 FIN. FLR. BOTTOM CHORD TO 0 -4 (2) ROWS 8d NAILS @ _j (2) ROWS 8d NAILS @ w STANDARD CONNECTOR BEAM BELOW W/ (2) w LLJ < Uj NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL 2x RIBBON OR _17 I__ U_ 0 Z 0 00 MASONRY WALL PER ------- SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W1 (4) 16d BEAM PER PLAN ROWS 1/4"0" SDS GRADE• MASONRY WALL PER (1) ROW 8d NAILS @ 3' SCREWS @ 12" O.C. 0 MASONRY OR MTS12 RIBBON BOTTOM RIBBON OR (3) 16d TOENAILS PLAN O.C. WALL SHEATHING PLAN MAX. TO BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOORWALL w DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU TRUSSES TO BE P.T. IF (2) ROWS 8d NAILS @ 0 z NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE 3" O.C. WALL BARRIER (FELT PAPER 2X4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPERTRUSS PER PLAN SHEATHING TO BEAM co co OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM) IS PROVIDED 0 < UL SO TYPICAL TWO STORY SECTION - SYSTEM 42 fi—s"i'k TWOS PARALLEL FLOOR CONNECTION fisi`� TWO STORY PERP. FLOOR CONNECTION fisf� CANTILEVERED FLOOR TRUSS CONNECTION /gSlk FLOOR TRUSS TO GIRDER CONNECTION PARALLEL TRUSS TO DROPPED BEAM z 3/4"=1'-0" 3/4"=11-0" 3/4"=V-0" 3/4"= 3/4"=1'-0" 3/4"=1 w U) 0 0 LL 0 FLOOR SHEATHING SHEATHING PER PLAN Z ATTACH PER NAILING 2nd FLOOR WALL; SEE Uj < PER PLAN ATTACHED JOIST z 2 w PER NAILING SCHEDULE PLAN FOR MORE INFO. 0 8 SCHEDULE IF SHEATHING IS NOT < 0 0 CONT. TO BOTTOM OF 0 3: _j 2x BOTTOM PLATE W/ FLOOR TRUSS, z 0 - < %_ftor w z" (2) 12d @ 12" O.C. CONTRACTOR TO SIMPSON LSTA18 w (1) ROW 8d NAILS @ 3" PROVIDE ADEQUATE STRAPS FROM EA. w z 0 O.C. WALL SHEATHING WATERPROOFING. NO STUD TO TRUSS REQ'D FLOOR TRUSSES PER TO BOTTOM PLATE/ CONCRTE SLAB z U, > CL 6- PLAN TOP RIBBON PERMITTED SEE ARCH DWGS FOR 1 z UJ Uj Z z 1.— 3: _3 2x SYP #2 RIBBON (MIN TOPPING INFO U) < X 2x4) TO TRUSS Wt (4) 0 w < 09 w Lj F— L �- 16d NAILS; BOTTOM O_ 3/4" PLYWOOD FLOOR > 00 U IL Uj RIBBON TO BE PT IF SLOPE w DECKING ATTACHED 0 C* = :C 0 < 0 BRG DIRECTLY ON PER NAILING le Lu w U. CMU SCHEDULE w 0 z t 10 SLOPED BALCONY F) FLOOR JOIST (12" 0 Uj STRUCTURAL ENG BAD —­­­ .. ...... . ... TALL) W/ LUS26 OR u) DRAFTING: (2) H2.5A TRUSS TO LUS46 TO LEDGER -STRUCT: JW BEAM U.N.O. (1) ROW 8d NAILS @ O.C. WALL SHEATHING 2x12 #2 SYP CONT. F- 0 QC CHECK: MRB • LEDGER W/ (3) 1/4"x4-1/2" TO BOTTOM RIBBON D BEAM PER PLAN SEE WS1 O/SD4 FOR SIDS SCREWS EQ. JOB No. DVVH-0204747 (2) ROWS 8d NAILS @ SPACED VERTICALLY @ ADDITIONAL INFO SCALE: AS INDICATED 3" O.C. WALL 24" O.C. AND @ EA. END SHEATHING TO BEAM VERTICAL (MIN. 2" FROMz DATE: 03/21/18 TOP & BOTTOM) w PERPENDICULAR TRUSS TO DROPPED BEAM (BF01 SECTION AT BALCONY NOT USED w 1-011 LD 3/4"=1 3/4"=1'-0" M D 4 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 @ 161' O.C. MAX W/ MID POINT BLOCKING (U.N.O.) 2x BASE PLATE W/ (2) 2x BRG WALL W/ SIMPSON SP2 @ 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR MSTAM24 EA: SIDE OF USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL OR LSTA18 TO WALL IS CONT BRG ON TRUSS BELOW W/ (9)1 Od 1/2"=V-0" I � 1/2"=11.41 2x BRG WALL W/NAILS SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d BLOCKING BELOW. ARCHS ADDITIO STRAP STUDS W/ LSTA18 @ 16" O.C. AND (5) 1/4"x2 3/4" TAPCON5 PER PLAN FOR MORE INFO. SIMPSON H2.5 NAILING SCHEDULE SP1 @ BASE. LSTA18 I IMIN. 2x6 #2 SYP TOENAILS EACH END NOT REQ'D IF STUD IS PLATE ATTACH PER I%4'x3" SDS WOOD TO TRUSS BELOW) STRAP, CENTER ATTACH PER NAILING ' SIMPSON CS18 PER OR MTS12 MAY BE LEDGER RECESSED ISIMPSON H2.5 EA. CONNECTED W/ MTS12 ATTACH PER NAILING HANGER BY OTHERS (TRUSS 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN LEDGER ., BEARING WALL USED @BASE AI 2x BASE PLATE W/ (2) OR LSTA18 TRUSS PER PLAN (2) 2x SYP #2 --• •••- -• I o PER NAILING SCHEDULE MASONRY WALL AND BUILT-UP STUD LEDGER W/ (2) %4'x3-1/2" ( AND DIRECTION COLUMNS TRUSS PER PLAN 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d O.C. & 3" FROM EACH o00 O j 16" O.C. MAX. & 3" END ° FRAME WALL AND CMU FROM EA. END - USE `'�-- EXTERIOR SHEATHING I (3) SCREWS FOR 24" I TOENAILS EACH END LEDGER PER PLAN RECESS LEDGER INTO O.C. I FLOOR TRUSS PER � TRUSS. VERIFY W/ I TRUSS ATTACH PER NAILING LL�RUSS SHOP 9RAWINGS 3/4" FLOOR SHEATHING (2) 2x4 #2 SYP PLAN FOR - _ - L----�-----___ __--- J 2x8SYP #2LEDGER W/ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT PLAN CONTRACTOR MAY USE MIN. (4) 16d NAILS TO ROOM FOR GIRDER HANGER FLANGE, ATTACH LEDGER TO EA COLUMN USING SIMPSON H10A SCHEDULE EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS ATTACHED PER BLOCKING W/ SIMPSON SIDET. USE (4) DATE: _- 03/21/18. NAILS) D01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW SIMPSON HTT4 AT W SD5 z NAILING SCHEDULE HUC24-2 EACH END, 0 WINDOW JAMB STUDS (2) 2x4 #2 SYP BLOCKING W/ SIMPSON z_ USE (4) 1 O & (2) 1 Od INSTEAD OF INDICATED (2) 2x SPF TOPp HUC24-2 EACH EN D, D, J 1-- NAILS. UNDER SEE PLAN EXTERIOR FLAT STRAP. USE (4) 10d & (2} WINDOW JAMBS USE INTERIOR FLAT STRAP NAILS. UNDER SEE PLAN (2) 2x6 W/ HUC26-2. IS STILL REQUIRED AT JAMB STUD CONDITION WINDOW JAMBS USE LOW ROOF TRUSS SEE a (2) 2x6 W/HUC26-2. TRUSS PLAN FOR SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH ° ' 4 CONNECTIONS ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN r OR WOOD WALL PER ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) S14 SECTION@ RAISED HEEL TRUSS Si SECTION @ COMBO TRUSS fiFO�WALL SPLICE DETAILS 1/2"=V-0" I � 1/2"=11.41 3/4"=1'-0" I % 3/4"=1'-0'" SEE 2NC r---------------- - EXTERIOR SHEATHING ARCHS ADDITIO SHEATHING FROM TOP OF WALL PLAN FOR MORE INFO. SIMPSON H2.5 NAILING SCHEDULE TO BOTTOM OF SILL I IMIN. 2x6 #2 SYP I ICONT. LEDGER w/ (2) PLATE ATTACH PER I%4'x3" SDS WOOD r..........—_. ----------------------- NAILING SCHEDULE ATTACH PER NAILING IMAX - EQUALLY ° SIMPSON CS18 PER ROOF SHEATHING — LEDGER RECESSED ISIMPSON H2.5 EA. I ATTACH PER NAILING HANGER BY OTHERS (TRUSS I SCHEDULE LEDGER D04 SECTION @ LOW ROOF BEARING WALL PRE-ENGINEERED — AI 2 3/4" ( TRUSS PER PLAN (2) 2x SYP #2 --• •••- -• I o MIN. 2x6 #2 SYP CONT MORE INFO. VERIFY BUILT-UP STUD I LEDGER W/ (2) %4'x3-1/2" ( AND DIRECTION COLUMNS TRUSS PER PLAN O SDS WOOD SCREWS @ — I- O.C. & 3" FROM EACH o00 O j 16" O.C. MAX. & 3" END ° I- - .- - - - - AND CMU FROM EA. END - USE `'�-- CONT. #5 IN TIE BEAM I (3) SCREWS FOR 24" I SIMPSON LUS26. USE LEDGER PER PLAN RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY � TRUSS. VERIFY W/ I TRUSS EXTENSION LL�RUSS SHOP 9RAWINGS DRAFTING: PLAN FOR - _ - L----�-----___ __--- J 2x8SYP #2LEDGER W/ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT TO BEARING WALL MIN. (4) 16d NAILS TO ROOM FOR GIRDER HANGER FLANGE, ATTACH LEDGER TO EA COLUMN USING SIMPSON H10A JOB No. EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER SIDET. USE (4) DATE: _- 03/21/18. NAILS) D01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" I % 3/4"=1'-0'" 3/4"=11-0.. NOT USED 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO — SEE 2NC r---------------- - - - - - - - - - - WALL SE ARCHS ADDITIO SHEATHING INFORM] PLAN FOR MORE INFO. SIMPSON H2.5 NAILING SCHEDULE TRUSS TO LEDGER I I IMIN. 2x6 #2 SYP I ICONT. LEDGER w/ (2) TRUSS, THEN ATTACH I%4'x3" SDS WOOD (2) 12d TOE NAILS (SCREWS @ 16" O.C. I Ha ,El ATTACH PER NAILING IMAX - EQUALLY ° SIMPSON CS18 PER SPACED & 3" FROM TEND OF LEDGER - LEDGER RECESSED USE (3) SREWS IF 24" INTO TRUSS. VERIFY IO.C. IS REQUIRED w/ SHOP DRAWINGS I PLATE W/ 1/2" EPDXY J OPT. TRUSS RECESS LEDGER D04 SECTION @ LOW ROOF BEARING WALL 3/4"=11-0.. NOT USED 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO — EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v STUDS w/ 1ST FLOOR ARCHS O.C. - SEE FRAMING SHEATHING Cn PLAN FOR MORE INFO. (2) 2x SPF#2 BASE NAILING SCHEDULE 2x4 BLOCKING - 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH BETWEEN STUDS W/ TRUSS, THEN ATTACH SHEATHING PER PLAN (2) 12d TOE NAILS INTO END OF EA. ATTACH PER NAILING EACH END SIMPSON CS18 PER SCHEDULE WF16/ NAILS AT EA. SIDE OF 2x8 #2 SYP P.T. SILL G.T.) ATTACHED PER PLATE W/ 1/2" EPDXY (2) 2x TOP PLATE IF 2 -PLY TRUSS ANCHOR BOLT OR SIMPSON LUS26-2 BEARING WALL J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL 2 3/4" EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY STUDS ABOVE FROM EA.END ANCHOR BOLT OR MORE INFO. VERIFY ROOF SHEATHING J -BOLT W/ MIN. 7" F2 SECTION 2 -STORY BRG. @ AND DIRECTION EMBEDMENT @ 32" O MAX 1/8" GAP O.C. & 3" FROM EACH o00 O j BETWEEN SHEATHING END ° I- - .- - - - - AND CMU & MORE INFO `'�-- CONT. #5 IN TIE BEAM �- LOW ROOF TRUSS W/ EXT. FINISH PER <. � ARCHS F LU EXTENSION F1 SECTION @ OPEN TO ABOVE NAILER W/ (3) 1 Od ALIGN 2ND FLOOR ------' TOE NAILS. STUDS w/ 1ST FLOOR - ROOF AND EXTERIOR STUDS SHEATHING Cn ATTACHED PER (2) 2x SPF#2 BASE NAILING SCHEDULE PLATE, ATTACH 1ST PLY - 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH LEDGER W/ (4) 16d TRUSS, THEN ATTACH NAILS. ATTACH NAILS 2ND PLY W/ (2) 1 O NAILS INTO END OF EA. @ 12" O.C. FLOOR TRUSS, 24" SIMPSON CS18 PER O.C. MAX. (INSTALL (4) WF16/ NAILS AT EA. SIDE OF SHEATHING IS NOT G.T.) ATTACHED PER - SIMPSON LUS26 OR (2) 2x TOP PLATE IF 2 -PLY TRUSS SEE PLAN FOR Ile SIMPSON LUS26-2 BEARING WALL TRUSS TO LEDGER REQUIREMENTS. - 8 CMU WALL, TYP. STUDS TO ALIGN W - SEE FLOOR STUDS ABOVE FRAMING PLAN FOR PLAN FOR MORE INFO MORE INFO. VERIFY ROOF SHEATHING PLAN FOR LOCATION F2 SECTION 2 -STORY BRG. @ AND DIRECTION 6 FROM EAVES. 1-1/2"=V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 1 12 2x8 #2 SYP SILL PLATE PER PLAN W/ %'" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT kzzz�" / & 6 FROM EACH END MASONRY WALL PER PLAN (2) 2x TOP PLATE - - (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS O.H. PER ELEV EXT. SHEATHING 2x4 NAILER W/ (2) ATTACH PER NAILING 16d NAILS @ 16" 0 SCHEDULE 2x4 STUDS @ 16" 1/2" GYP. BOARD SIMPSON H10A @ EACH DIAGONAL BRACE SEE LD02/SD3 FOR MORE INFO. CS18 EA. STUD AS TO STUD BELOW \ END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE ATTACH TO DOUB TOP PLATE W/ (2) 41/2" SDS SCREV\ 12" O.C., STAGGEF ROWS 6" IF SHEATHING IS NOT CONTINUOUS TO BASE 2x BEARING WALL PLATE, SP8 TOP AND WITH ROOF LOAD BOTTOM ARE REQ'D REFER TO BEARIN WALL SCHEDULE CMU WALL PER PLAN STUD BASE CONNECTION & BOTTOM PLATE ANCHORS F1 BRACING @ 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR 3/4"=11-011 3/4"=1'-01" r- - SHEATHING CONT. TO 2x4 BLOCKING W/ (2) 2nd STORY WALL 16d NAILS @ EA. END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. Q F (v �---- O.S.B. TO OVERLAP WINDOW SEE PLAN FOR LOCATION WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE `®® N LLI 2x BLOCKING w/ (2) 12d REQ'D FROM STUDS TO Cn TOENAILS EACH SIDE GIRDER BELOW Q IF WALL SHEATHING IS SEE LD02/SD3 FOR STOPPED BELOW MORE INFO IF EXT. SHEATHING FROM ROOF LINE TRUSSES ARE TOP OF WALL TO DBL r ®`�"®a�ko �° N U_ PARALLEL TO WALL BOTTOM PLATE. IF 2x BASE PLATE W/ 12d ROOF SHEATHING SHEATHING IS NOT @ 24" O.C. TO FLOOR ATTACHED PER CONT. ADD BLOCKING SYSTEM BELOW NAILING SCHEDULE @ SHEATHING SPLICE Q ®� 4' �' W/ (3) 1 O TOENAILS PLYWOOD FLOORING z EA. END. SIMPS. SP4 SEE FLOOR FRAMING I \ @ TOP REQ'D PLAN FOR MORE INFO I �\ ROOF SHEATHING �®®®® 0 Z X ATTACH PER NAILING 6 FROM EAVES. O SCHEDULE LAN o00 O j 2x4 SYP#2 BLOCKING USS DIREC I- - .- - - - - & MORE INFO W/ (2) 1 O TOE NAILS - - - T - LOW ROOF TRUSS W/ 16" TALL RAISED HEEL O � BOTTOM CHORD F LU EXTENSION FLOOR GIRDER SEE DRAFTING: PLAN FOR ATTACH EACH TRUSS CONNECTION TO BEARING WALL QC CHECK: MRB SEE TRUSS LAYOUT USING SIMPSON H10A JOB No. FOR TRUSS LOCATION U.N.O. ON FRAMING 4 & CONNECTION INFO PLANS DATE: _- 03/21/18. fiFl) TYPICAL CONNECTION @ GIRDER OR BEAM 3/4"=11-011 3/4"=1'-01" r- - SHEATHING CONT. TO 2x4 BLOCKING W/ (2) 2nd STORY WALL 16d NAILS @ EA. END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @ EACH SCHEDULE DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @ 6" O.C. (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. Q F (v �---- O.S.B. TO OVERLAP TRUSSES PER PLAN w p `®® N LLI BOTTOM PLATE 1-1/4 Cn `®® ®® \�®`®® L 0 Q O (MIN.) ®.e4 o Z = 2x. LEDGER TO UPPER 2X4 SYP #2 DIAGONAL r ®`�"®a�ko �° N U_ FLOOR WALL W/ BRACE @ 48" O.C. MAX.r= N •-Z LLI 1/4" X 3-1/2" SIMPSON 45° FROM N Q ®� 4' �' SDS SCREW @ 16" O.C. HORIZONTAL BRACE z ®�� z° OA ~3:wa� 0 NOT REQUIREDO �®®®® 0 Z X (2) 2x4 TOP PLATE 6 FROM EAVES. O ��� ®��®�®�®w®®. ® Gj <t O O o00 O j 0)W P U 11f111A p_ O � F LU STRUCTURAL ENG: BAD DRAFTING: W -STRUCT: JW V QC CHECK: MRB h- JOB No. — ... ---- _..---.._.._ ---- - DWH-0204747 4 SCALE: O DATE: _- 03/21/18. U w W SD5 z 0 z_ W (2) 2x SPF TOPp J 1-- PLATES U.N.O. m 0 0 (2) 2x HEADER OJ SEE FLOOR PLAN M w FOR MORE INFOA 2 LL Z i SP4 TOP OF EA.O .� U o Z STUD U.N.O. X HcC d •- W O STA30HEADER O Z Z W z TO BUILT UP STUD SIMPSON C518 2x STUDS SEE PLAN F- m W = 0 W O Z STUDS ABOVE TO STUDS ABOVE ARE Z= H p F- j O STUDS BELOW a TO ALIGN W/ STUDS U H -Lu W 0 SIMPSON CS18 BELOW O I- W W a- 0- STUDS ABOVE TO SIMPSON CS18 O ~ 4- W rn - w STUDS BELOW STUDS ABOVE TO Z a- O Z/- s (� U.N.O. HEADER BELOW a m O W B 0 cc 0 0 0 0 0 0 o I •, • 2x SPF BASE �ry��Z� PLATE -� � a. WZ7W�C�W •-� ROVIDE SOLID BLOCKING PRE-ENGINEERED LL C14 = F- W WITHIN FLOOR SYSTEM FLOOR SYSTEM L O O _ NDER BUILT UP COLUMNS KNEEWALL OR BEAM p u- p W C 0 0 (2) 2x SPF TOP PLATES U.N.O. U o < (2) 2x HEADER U `� A `' � 2 SIMPSON CS18n a SEE FLOOR PLAN • U- 8 z C B FOR MORE INFO STUDS ABOVE TO O •�•.• 2x STUDS SEE PLAN STUDS BELOW O ,� U STUDS ABOVE ARE in TO ALIGN W/ STUDS Z STA30 > O D ` m BELOW HEADER TO a Q BUILT UP Z u.i () STUD 2x P.T. BASE PLATE SEE \% C" BEARING SCHEDULE FOR v �/ W rn A.B. INFO ta ah 06 wz-�h E WO F- <n v �, 8 p Q O N r M C Q♦♦^^ Z 0P: SEE FOUND. PLAN FOR FTG. REQ. A O W V.I ~� � ° r o $ STRAPS TOP & z _ ¢ o a v _I xoQ .. � D1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH BOTTOM OF EA. STUD I- O Z Q ¢ w R O WALL & WALL OPENINGS @ 32"o.c. Q TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL v 0 q a MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 1 Od NAILS INTO TOP PLATE AND SCHEDULE OW �} a WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER w W w v a Z O SEE HEADER SUPPORT SCHEDULE @) ON NOTES & CONNECTOR LEGEND . ALL CS18 STRAPS TO HAVE MIN SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO 12" END LENGTH ON STUDS W/ U M� (18) 8d NAILS z �.,. MATCH BETWEEN FLOORS Q PROVIDE EXTERIOR SHEATHING O CO ATTACHED PER NAILING SCHEDULE J FOR EXTERIOR 2 STORY WALLS ¢ LL '�'�` 2 STORY INTERIOR BEARING WALL z Q w Oi 0 c c� CO) M Z `� z Cn u Q O O 0 z = J W LLI z 'V Z 0 z W � 0... a- ~3:wa� 0 <F_ o A F- O o00 O j 0)W W z p_ O F LU STRUCTURAL ENG: BAD DRAFTING: W -STRUCT: JW V QC CHECK: MRB h- JOB No. — ... ---- _..---.._.._ ---- - DWH-0204747 4 SCALE: AS INDICATED DATE: _- 03/21/18. �- z w W SD5 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. MIN. (3) 2x SYP STUDS REQ'D OF LANDING W 16d NAILS FROI LEDGER TO ST PACK STANDARD (3) 2. STRINGERS W/ SIMPSON A35 / i CLIP TO FLOOR SYSTEM & LAND FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE I (2) 2x BEAM PER HEIGHT OF STAIRS 2xJOIST (P.T, IF SCHEDULE REQ'D @ 4'-0" MAX TO END OF LANDING FOR 70, WIDTH OF LAN NG MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW (3) 2x12 O.C, MAX, FOR A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) 2x6 SEE SCHEDULE FOR MAX WIDTH OF LANDING (1) 2x12 (1) 2x8 MIN, (3) 2x SYP #2 4'-0" PER PLAN STUDS REQ'D @ END (3) 2x12 2x8 OF LANDING W/ MIN. (6) 10'-0" 3/4" PLYWOOD OR OSB 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED PACK (3) 2x12 PER GENERAL FLOOR 9'-0" (2) 2x12 CONSTRUCTION WITHIN SUPPORT 9'-0" NOTES 2x6 WALL COULD BE MID SPAN BLOCKING (3) 2x12 TO MATCH JOIST 9'-0" (2) 2x12 DEPTH W/ (3) 10d STANDARD (3) 2X12 2x12 STRINGERS ONE TOENAILS EACH END SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING 6" MIN. lo re STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING' MASONRY WAG SEE PLAN FOR MASONRY WALL OR WOOD WALL SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER V-- 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR.. SCHEDULE @LANDING MASONRY WALL) CONT BSD CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A—A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE STRINGERS TORE NOTCHED AT LANDING (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS MIN. TREAD DEPTH JOISTS 3/4" O.S.B. W/ 8d NAILS AT LANDING (#2 SYP) (#2 SYP) @ 3" O.C. TOP AND (3) 2x12 2x8 BOTTOM CHORD 12'-0" (2) 2x12 2x6 I -JOIST PER FRAMING (1) 2x12 (1) 2x8 2x6 4'-01' PLAN W/ SQUASH (3) 2x12 2x8 BLOCK OR 11'-0" (2) 2x12 2x6 BEAWFLOOR TRUSS (1) 2x12 (1) 2x8 2x6 4'-0" PER PLAN (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 PENDING LANDING 6'-0" \ 2x6 HEIGHT AND PLAN cD (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 9'-0" (1) 2x12 (1) 2x8 2x6 WALL COULD BE (3) 2x12 REQUIRED. SEE PLAN 9'-0" (2) 2x12 2x8 FOR REQUIRED 2x12 STRINGERS ONE (1) 2x12 (1) 2x8 2x6 HEADER AND ON EACH SIDE AND (3) 2x12 SUPPORT ONE @ MID -SPAN A 2x8 A INFORMATION. A34 @ EA. STRINGER (1) 2x12 (1) 2x8 2x6 5'-0" TO LANDING (2) 2x12 2x8 2x ATTACHED TO I I 2x6 2x JOIST (P.T. IF STRINGER I I I (2) 2x12 ATTACHING TO 9'-0" (1) 2x12 (1) 2x8 2x6 MASONRY WALL) CONT I I I LEDGER w/ (3) 16d 2x12 STRINGERS ONEI I I 1 I NAILS @ 16" O.C. MAX. ON EACH SIDE AND i I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN IN,�/ I I I I x 3 1/2" TITENS @ 16" I I I r (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4)a" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN J_ U_ HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 61-0" (1) 2x12 (1) 2x8 2x6 4'-01' (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6"-0" (1) 2x12 (1) 2x8 2x6 4'-0" A aloe �� ® z W < (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" cD (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-0" (1) 2x12 (1) 2x8 2x6 (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" U (3) 2x12 2x12 9"-0" (2) 2x12 2x8 7'-0"' 7'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 0 (2) 2x12 2x8 8'-0" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" LANDING 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT ST� GENERAL LAN D I NG � 3: (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. ��j STAIR FRAMING INFO SCALE: 3/4" = 1'-0" 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L NOT USED NOT USED SEE ARCH PLAN ----- 2x4 CONT. TOP PLATE U V J [� p a SCL MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O W U 0 STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6'-0'" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. I (NOTCHED @ 2x6 24" O.C. W/ (2) 12d OPENING W/IN 776 TOENAILS BOTTOM W W O U o Z 0 W M VERTICAL LOCATIONS). z I-- HANDRAIL NOTCH SILL PLATE <C r'" KNEEWALL FOR VERTICAL NOTCH SILL AND 0 M PLYWOOD FLOORING U J TO ALLOW VERTICAL Q LL 2x L -BRACE W/ 12d TO SLIDE DOWN TO z 2x6 VERTICAL AND 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS w @ ANY OPENING 2x4 CONT. TOP PLATE 0 0 p. ATTACH 2x6 VERTICAL (ATTACH TOP PLATE 2 (1) CV Z TO STUDS W/ (2) 16d O W M Q TO TRUSS W/ (3) /4' x 3" 31/211 TOE NAILS z DOUBLE TRUSS PARALLEL TO FLOOR 2 �-"' fn 11 SDS WOOD SCREWS o SECTION X -X N.Ts. EQUALLY 0 0 0 � SPACED/CENTERED IN 2x4 #2 SPF STUDS @ n 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 O.C. EVERY OTHER ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE ? W H STUDS W/ (2) 16d TOE 3j" ATTACHED TO TRUSS = J V Z 0 NAILS '`�` I BELOW (OTHERWISE Y 00 jjk SEE ARCH PLAN ATTACH W/ (2) 12d W W a 0„ MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) J Z 2x4 #2 SPF STUDS @ W Q Q 24" 0.0 W/ (2) 12d X I X NOTCH FLOOR 2x4 SILL PLATE W/ (2) i- LU 0 d I-- TOENAILS BOTTOM SHEATHING TO I 16d TOE NAIL EA. ...� h Q ao CONT. BRACE & 10d O 0 �(� W 0 «.�...""".. ACCOMMODATE 2x 0 0 © V W CD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO FLOOR SHEATHING z CL NOTCH SILL AND 10d NAILS @ 4" O.C. O PLYWOOD FLOORING (NOTCHED 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). i ATTACH 2x4 TO TRUSS w STRUCTURAL ENG: BAD TO SLIDE DOWN TO W/ 2 %4"x3" SDS o _-- _ O � DRAFTING: FACE OF TRUSS � SCREWS EQUALLY w === SPACED & CENTERED IYSTRUCT: JW ATTACH 2x6 VERTICAL 2x6 VERTICAL AND _° IN TRUSS - TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & QC CHECK: MRB @ ANY OPENING JOB No. DWH-0204747 SDS WOOD SCREWS EQUALLY SCALE: AS INDICATED SPACED/CENTERED IN TRUSS SEE PLAN DATE: 03/21/18 TRUSS TO OUTSIDE z ST03 SECTION HANDRAIL W/ FACE OF TRUSS o co LU FLOOR TRUSSES SCALE: 3/4" =1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOORST1 N.T.S. H LC. 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 W s®® ®>�®o %% W N .•, ape Q ®� i°o ®® to Z N J o cy z ®,..® _ 600800666 A aloe �� ® z W < ® �6`, a O ER U_ p110 ®"®A r m cD W 0 O U 0 KW o m Q n 0 J_ U_ .._........ ......._ ._....,_... - W s I— O cn z 0 z v� 0 O 0- 0.. Er. X F- 0 C) W a D z 'S w a O U 0 W cl W W U c~i ° OS o Or n �+ / V��°� W 00 n z W U W LU 3 r W 06 5,0 v~i 0 Q 0 z( F— Z c < o U -5 _ 00 LL 0 LU —� cn00 X: 4 O J F- U) 0 �2w o 1= Z Q¢wY0 , SEE ARCH PLAN ----- 2x4 CONT. TOP PLATE U V J [� p a SCL MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO O W U 0 STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6'-0'" @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. I (NOTCHED @ 2x6 24" O.C. W/ (2) 12d OPENING W/IN 776 TOENAILS BOTTOM W W O U o Z 0 W M VERTICAL LOCATIONS). z I-- HANDRAIL NOTCH SILL PLATE <C r'" KNEEWALL FOR VERTICAL NOTCH SILL AND 0 M PLYWOOD FLOORING U J TO ALLOW VERTICAL Q LL 2x L -BRACE W/ 12d TO SLIDE DOWN TO z 2x6 VERTICAL AND 0 NAILS @ 4" O.C. L -BRACE @ 6'-0" O.C. & FACE OF TRUSS w @ ANY OPENING 2x4 CONT. TOP PLATE 0 0 p. ATTACH 2x6 VERTICAL (ATTACH TOP PLATE 2 (1) CV Z TO STUDS W/ (2) 16d O W M Q TO TRUSS W/ (3) /4' x 3" 31/211 TOE NAILS z DOUBLE TRUSS PARALLEL TO FLOOR 2 �-"' fn 11 SDS WOOD SCREWS o SECTION X -X N.Ts. EQUALLY 0 0 0 � SPACED/CENTERED IN 2x4 #2 SPF STUDS @ n 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 24 O.C. EVERY OTHER ATTACH TOP PLATE TO FACE OF TRUSS STUD TO BE ? W H STUDS W/ (2) 16d TOE 3j" ATTACHED TO TRUSS = J V Z 0 NAILS '`�` I BELOW (OTHERWISE Y 00 jjk SEE ARCH PLAN ATTACH W/ (2) 12d W W a 0„ MAX. 4'-0" ABOVE FLOOR TOENAILS @ BOTTOM) J Z 2x4 #2 SPF STUDS @ W Q Q 24" 0.0 W/ (2) 12d X I X NOTCH FLOOR 2x4 SILL PLATE W/ (2) i- LU 0 d I-- TOENAILS BOTTOM SHEATHING TO I 16d TOE NAIL EA. ...� h Q ao CONT. BRACE & 10d O 0 �(� W 0 «.�...""".. ACCOMMODATE 2x 0 0 © V W CD 2x4 SILL PLATE W/ (2) NAILS @ 4" O.C. TO FLOOR SHEATHING z CL NOTCH SILL AND 10d NAILS @ 4" O.C. O PLYWOOD FLOORING (NOTCHED 2x6 TO ALLOW VERTICAL VERTICAL LOCATIONS). i ATTACH 2x4 TO TRUSS w STRUCTURAL ENG: BAD TO SLIDE DOWN TO W/ 2 %4"x3" SDS o _-- _ O � DRAFTING: FACE OF TRUSS � SCREWS EQUALLY w === SPACED & CENTERED IYSTRUCT: JW ATTACH 2x6 VERTICAL 2x6 VERTICAL AND _° IN TRUSS - TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & QC CHECK: MRB @ ANY OPENING JOB No. DWH-0204747 SDS WOOD SCREWS EQUALLY SCALE: AS INDICATED SPACED/CENTERED IN TRUSS SEE PLAN DATE: 03/21/18 TRUSS TO OUTSIDE z ST03 SECTION HANDRAIL W/ FACE OF TRUSS o co LU FLOOR TRUSSES SCALE: 3/4" =1'-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOORST1 N.T.S. H LC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING& DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited.