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HomeMy WebLinkAbout4602 Tampico Way 18-1757 (a)GENERALNOTES WIND DESIGN LOAD INFORMATION WINnPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph SOIL UNDER SLABS AND UNDER FOOTINGS TOBECOMPACTED TDATLEAST &5%DF MEANSANDMETHODS MAX. DRY DENSITY A8DETERMINED BYASTM D1557(MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OFTHE BEARING CAPACITY 2O0OP8F CONTRACTOR. THE STRUCTURE |8UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE � TERMITE '� ERECTED &TF�UG8/FRAK�E&4EK�BER8ARE CONNECTED PROPERLY PER APPROVED ' - SECTION'�'--PROTECT0NA�A|N�TTE�K4|TES. OF THE FLORIDA FRAMING PLANS / DETAILS ALON{���CONNECTOR &CDK8PONENT MANUFACTURERS, BUILDREFERNG CODE RESIDENTIALCURRENT ED|T|ON, FOR FULL LIST OF SPECIFICATIONS. UNTIL SUCH T|K8E, TEMPORARY BRACING & SHORING OF WALLS REQUIREMENTS, |FPERIMETER TREATMENT USED, INSTALL SENTR|CONBA|T|NG FRAME MEMBERS |STHE SOLE RESPONSIBILITY OFTHE 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 M|N|N|UK8 COMPRESSIVE STRENGTH AT28 D/0'8 OF SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2 -INCH 2500 pG(. A8LUK8P OF 4" PLUS OR K8|NU8 1", AND HAVE 2TO4Y6AIR ENTRAINMENT, (12.7K8N4) GYPSUM BOARD. ANDA MAXIMUM WATER/CEMENT °~ 0L66L 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING T[> METAL EA -F D ASTM A- 15 GRADE 40 MIN. IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORG, 3. WELDED WIRE FABRIC SHALL CONFORM TDASTM A,|85 FORGxGxVV1.4xVVi.4 METAL FAGTENERQ, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL VVVVF 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" F|BERM|XOF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. OF PRESSURED WOODS,AS PER THE FOLLOWING 4.ALL CONCRETE WORK SHALL BE!NACCORDANCE WITH "THE BUILDING CODE 1.WOOD TREATED WITH DOT SODIUM BORAJE(GB}):CONNECTORS SHALL BEA REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND KA|N|K8UM G5OZINC COATING "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 2. WOOD TREATED WITH AOQ'C ORACC>-O (CARBONATE) OR OTHER BORATE 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING (NON -DOT) TREATMENTS: CONNECTORS SHALL BEAMINIMUM G185 ZINC COATING. BEND) AROUND CORNERS {JRCORNER BARS WITH MIN. 24"LAP EXCLUDING BEND 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS (JFTHE AT EACH END SHALL BE PROVIDED. PRESERVATIVE WOOD TREATER. 8. 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 GRAOE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF CENTER OF THE SLAB ASTM Fi8G7 BOLTS AND THREADED RODS PREFABRICATED WOOD TRUSSES � � � � 1 ALL BOLTS QTHR�AOED �OOG TO BE OR BETTER (U N C}) -�--����� 1 ALL PREFABRICATED VVD��DTRUSSES SHALL BE SECURELY FASTENED TOTHEIR � 2 STEEL BOLTS LESS ONE -HALF-INCH (1� 7 mm} |N DIAMETER USED '' SUPPORTING WALLS ORBEAMS WITH HURRICANE CLIPS C}RANOHORG.UPL|FT FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BEOF CONNECTORS SUCH A8HURRICANE 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 |NACCORDANCE WITH ASTM A 153. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 8. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TOBE THE K8EK8BFRG DFTHESE VVALL8WOULD NOT NEED TOHAVE CONNECTORS APPLIED. OFMECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS |N PLEASE COORDINATE WITH THE TRUSS ENGINEER, FOR THE LOCATION OF THESE WALLS ACCORDANCE WITH ASTM BGSG CLASS K�|N|K�UK8 ' ' . AND STRUCTURAL PLANS FOR MORE INFO. MASONRY WALL CONSTRUCTION 2. TRUSSES SHALL BE DESIGNED 8YMVVFRG METHODOLOGY FOR LONG SPAN TRUSSES TO 1.HOLLOW LOAD BEARING UNITS SHALL 8ENORMAL WEIGHT, GRADE N.TYPE 2. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TC)BE CONFORMING TDASTM CBO.W/AMINIMUM NET COMPRESSIVE STRENGTH OF2OOD CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY P8| (fm = 1900 PSI) TRUSS ENGINEER OF RECORD 2. MORTAR SHALL BE TYPE K8 OR G. CONFORMING TOASTK8C27O 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED |NACCORDANCE 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 C476WITH A MAXIMUM AGGREGATE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS SIZE OF 30"AND A K8|N|K8UM COMPRESSIVE STRENGTH OF 3000 PSI. MANUFACTURER UNLESS NOTED ON PLANS S.VERTICAL REINFORCEMENT SHALL BEA8NOTED ONTHE 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 (NCENTER OFMASONRY CELL W/MIN 1/2"CLEARANCE TOINSIDE FACE. TRUSS MANUFACTURER |NACCORDANCE WITH THE DESIGN LOADS. 8. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK TRUSS OE8|8N LOADS: WALL ATTHE TOP @ BOTTOM & MAXIMUM B''O" U.N.O. VERTICALLY. TIES T[)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 OFWALL OL = 15 PGF (LIGHT WEIGHT CLAY TILE ROOF COVER) 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25^U.N.O. DL = 14 P8F(TRUSS OVERBUILD) 8. HOOKS ATTHE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BOTTOM CHORD: DL=8 P8F COURSE AND FOOTING TO8E NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND N1|N|N1UM FLOOR DESIGN LIVE LOADS: Q. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED A) FLODR8 =40 PSF B) BALCONIES =60 PSF/ 100 PGF (|F BALCONY > 100 SQ FT) ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. C) DECKS =4U PGF D) STAIRS =4OPGP 10. MASONRY ROUGH OPENING TOLERANCES ' 1/4"TO+ 1/2" E) BONUS R(JOKA/{3AK8E ROOMS =GOPSF U.N.O. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC GCREEN, METAL K8|N|K8UK8 FLOOR DESIGN DEAD LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW DF GROUT INTO AV FLOORS = 15 PGF B)BALCON|E8 = 15 98F CELLS BELOW. THE USE OF FELT PAPER A8ASTOP IS PROHIBITED. GENERAL LOADING: 12. TEMPORARY BRACING AND SHORING OFWALL TO PROVIDE STABILITY DURING ATTIC WITHOUT STORAGE = 10 PGF CONSTRUCTION SHALL BETHE RESPONSIBILITY OFTHE CONTRACTOR ATTIC WITH LIMITED STORAGE =2U P8F 13. D(} NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO GUARDRAILS /HANDRAILS = 200 LB POINT LOAD /gD PGF CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. GUARDRAILS |N'F|LLCC)MpONENT8 =58 PGF � + 14. DURING CONCRETE POURS, GOTDADEQUATELY VIBRATE THE FILLED CELL W1 GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS EITHER RODDING DRPENCIL VIBRATOR TOENSURE PROPER CONCRETE -ADD|T'LBRACING & BLOCKING PER BCG|-1&TRUSS MANUFACTURER'S DVVGS CONSOLIDATION. -G.C,T{]PROVIDE MIN 2xSYP#2BLOCKING BETWEEN TRUSSES TO COMPLY VWAPA WOOD CONSTRUCTION � RECOMMENDATIONS FOR MIN. 7/1$^ OSB SHEATHING -MIN BLOCKING RE{�'DAUON��B|DETRUSS TOP CH��RO�� R{�OFH|P0R|OGE 1� VVD�D��)NGTRUOT|{�N�HALLCONFO�K�TOTHEANG|6�VVC"NAT|ONALOEG|8N T�}PREVENT SHEATHING SPAN FRDK8EXCEEDING 2FT(NOT REQ'D|FSHEATHING SPAN |S 89��lF|OAT|ON FOR WOOD CONSTRUCTION", LATEST EDiT|ON�(ND8) LESS THAN 2FD. BL000N��T[�TRUSS TOP CHORD v/(2) 12d NAILS @12"[).C. K8&X&4^ FROM 2� LUMBER DENOTEOAG8PF�� OR 8pF#1�� SHALL BE SPRUCE -PINE -FIR VISUALLY EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 8Yp#2 BLOCKING x/(3) GRADED "No.1/No.2^BYNL8A` OR BETTER. 12dT[)ENA|LG EACH END. 3.LUBERDENOTEDAQSYP#2SHALLBE8{)UTHERNYELLOVVpINEOR"K�|XED'' K8 -TRUSS "X^BRACING: MIN 2x4GYp#2ATANGLE APPROX. 45^FROM VERT. TOEA. TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" 8YSF!B. OR BETTER. MEMBER vl(3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 1V-0^MAX AND 4. OTHER LUMBER SHALL BEVISUALLY GRADED "No 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OF TRUSS. ^X''BRACING TO START 2O''O"MAX FROM #1 Hip SPEC|E8, U.N.O. ON FRAMING PLANS DR DETAILS. GIRDER AND /OR (4) BAYS AFTER GABLE ENO BRACING. SEE BCG|'B3 SECTIONS 1, 2AND 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(K8|N.)CONT. LATERAL TRUSGB(JTTOKUCHDROBRAC|NG SHALL BE GPF#2 OR BETTER U.N.(].. PERPENDICULAR TDTRUSS SPAN AT 15''0"O.C. K8A%WI|N TRUSS SPAN OR PER TRUSS 8.END-JOINTED LUMBER |8NOT PERMITTED TOBEUSED |NANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST (GRAVITY ORWIND) CONDITIONS, E.O.R.TO REVIEW |FINSTALLED. ONE TRUSS SPACE (24") PLUS 6" K8|N PAST BOTTOM CHORD. 7. FIELD -CUT END8, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB)ACROSS TRUSS WEBS SHALL BETREATED |NTHE FIELD |NACCORDANCE WITH AVVpAM4. ASINDICATED (JNTRUSS SHOP DRAWINGS &BOS|-B3.(^T"BRACING MAY 8EUSED |.LO. 8. THE PORTIONS OFGLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURAL pEK8ANENTCLB IF IT EXTENDS MIN. 9096 OFTHE TRUSS WEB (SEE WEB REINFORCEMENT SUPPORTS OFA BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TOWEATHER TABLE WITHIN BCG|_133). ' AND NOT PROPERLY PROTECTED BYAROOF, EAVEDRSIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4GYP#2(K8|NjATTOP AND BOTTOM CJFHEEL W/(2)12d PRESSURE TREATED WITH PRESERVAT|VE. OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ'O. 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 GYp#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 1996 OR LEGG), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE BOTTOM TOTOP W/(2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) THE RESPONSIBILITY OFTHE CONTRACTOR AND ARE TC)BEDESIGNED AND DETAILED DIAGONAL BRACING REQUIRED ATCLBPER BCS| -83. BY OTHERS. G. THE TRUSS MANUFACTURER SHALL DETERMINE ALL 8RAN8, WORKING PO|NTS, BEARING 1O.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 OFTHE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL BRACING MEMBERS, AND ALL TRUSS TOTRUSS HANGERS. HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BEREPAIRED WITH 8|MP8ON HGG2 STUD 8HOEG, TYP U.N.O.FIELD 11.MANY [>FTHE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR TDSTEEL. |T|QTHE BUILDER'S RESPONSIBILITY T(JVERIFY THE TYPE OFWOOD DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR TREATMENT AND T[>SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY BES|N1PG{}NSTRONG TIE EPDXY DREQ. FOLLOW FOR EXAMPLE. ACO -O, ACQ-O, CBA -AOR CA -B REQUIRE HOT -DIPPED GALVANIZED DR MANnG INSTRUCTIONS, ASSURE ALL OUST AND DEBRIS FROM DRILLING ARE REMOVED STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (G8X)DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TOAPPLYING EPDXY. ALLOW EPDXY TOCURE TO 12.ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH. CONCRETE OR MASONRY MANU'8 GPEC)F|CAT|DN8, THEN FILL CELL IN NORMAL WAY DURING BONOBEAM POUR. USE IS TO BE PRESSURE TREATED |NACCORDANCE WITH THE LATEST EDITION OF THE 30^ &4|N. LAP SPLICE. HOOKS ATTOP OF BAR TO BE MIN, 12 BAR O|AK8ETERS(EXCLUD|N(S AVVPA 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 */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 /NANUFACTURER'8 INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION ENGINEERED LUMBER 2X12'G MAY BE USED |LOT|K88ERSTRANDS FOR STAIR STRINGERS. R|K8 BOARDS MAY BE - 1.ENGINEERED LUMBER PRODUCTS SHALL CONFORM TOTHE CURRENT EDITION JF USED FOR RISERS &TREAOS |UO2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) THEANS|/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS )� 4 AL STUD SUBSTITUTION 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS WOOD STUDS MAY BE ouooE" v�K8ETAL8TUD� {N NON -LOAD BEARING WALLS DEFINED NOG SECTION 8 1 (INCLUDING LVL PGL AND L8L LUMBER) � ' ' 6 � -1/2"ALL THREAD ROD w/ 2y'x2" GQ. WASHER DRILL & EPDXY w/ S|KUP8ON SET EPDXY WITH OMITTED J -BOLT -1/2" ENGINEERED LUMBER |8 TO HAVE THE MINIMUM DESIGN MIN. 7" EMBEDMENT. VALUES AS FOLLOWS: -1/74^ S|MpGON T|TEN HDTHREADED ANCHORS NKL8P1/2WASHER MAY BE USED ILO 1/2" COLUMNS BEAMS STUD J -BOLT. TAPC�]N FASTENERS MAY BE USED |L{} G|K�P8ON T|TENS x » � E=1.700.DOO|b�n U.N.O. E=2.0O0.00O|b�n U.N.O. E=1.9O8.ODD|b�n U.N.D. 6. MORTAR JOINTS Fb =2650 Fb = 3000 Fb = 2200 -FOR BED JOINTS 182�1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. RBNF. RBQ,O) NT88REATERTHAN4".GROUTF|LLCELL|NBUJCKAFFECTEODN -FOR HEAD J0� R= 1G5� Fl= 17UD Ft= 1SOO EA.8|DE OF JOINT. PROVIDE (1)#SVERT. RE|NF. IN EA. CELL CONT. PER PLAN. Fo11=3oD0 Fc11=3DOD Fn11=21OO ^°EXCEpT|[JN:|FTIE BEAM COURSE AND ADJ. TWO COURSES BELOW, ASWELL AG1st (2) Fp�=45O Fo�=QDO Fc�=4�O ��{�UR�EG FROM HAVE HEAD JOINTS FALL THEG�E�|F|E���LERAN�EB � . === Fv285 Fv285 Fv160 THE ADDED VERTICAL RBNFORCEK8ENT|GNOT REQ'OTOBEEPDXIED INTO TIE 8EAM�TG 'FOR BLOCKS NOT Sl7\GGEREO, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1)#S WOOD BEARING SURFACES ARE TO BE QYp#2ORBETTER ENO GRAIN VERT. RBNF IN EA. CELL, CONT. PER PLAN. COND(T}{)NU.N.D. 7. OVERHANGING CMU WALL CEILING CONSTRUCTION -FOR CMU OVERHANGING FOUNDATION <1/2". NO FD( IS REQ'O POUR7lEBEAM &VERT. L|NG RSAG RESISTANT BOARD FOR 24'O.C' FRAMING U.N.O. 1. USE 1/2" CEILING C� CELLS PER PLAN FOR CMU OVERHANGING FOUNDATION FROM +1/2.-14/8"GROUT FILL FIRST (3) COURSES �. mp/,rr- xc,,rou"^ounnuOnML.1- Or --v |NWALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN LIVING SPACE |SABOVE THE GARAGE. -FOR CMU OVERHANGING FOUNDATION OVER i-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 8, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR . 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 BEAJ"SNUG-T|GHT"CONDITION AGDEFINED |NTHE SPEC. SLIP CRITICAL (SC) BOLTS MUST 8EFULLY TENSIONED PER SPEC 8TRUCT.BOLTS SMALLER THAN 6/8" DIA. TDBEA3O7THREADED ROD 8CONFORM TOA36 ORA3O7ANCHOR BOLTS SHALL CONFORM TOASTM Fi554ALL BOLTS CAST lNCONCRETE: ASTM A3G<JRASTM A~307 SHOP AND FIELD WELDS: E7OXXELECTRODES STEEL RE|NF.TSHOP OVVQ8TOBE PROVIDED TOEOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX LINO (LOW HYDROGEN). FILLET WELDS SHALL BE�Ya"UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OFSTRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OFPRIMER (COLOR ASDIRECTED BYARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. ACERTIFIED TESTING AGENCY SHALL BEENGAGED T<)PERFORM INDUSTRY STANDARD INSPECTIONS TDENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROV|OED).SUBMIT REPORTS TOARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WINnPEED (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 UPDATES WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA (D PLN -2 21.2 21.2 10 22.9 28.3 ELE-2 20.2 20.2 20 22.0 26.4 INT -2 19.0 19.0 50 20.8 23.9 100 18.0 18.0 ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN m � PLT -1 PLOT PLAN � � u WIND PRESSURE/ SUCTION DIAGRAM 5 5 S2 FOUNDATION PLAN 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 WIIN 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 POR CODE COMPLIANCE PLANS EXAMINER DATE APERMIT ISSUED SHALL. 8ECONSTRUED T08EA LICENSE 0PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THETECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTI(YN TEST REQUIRED Results to be Verified at Slab lnspeci, on -���~��~»�� rr»u ''v David Weekley Homes 4602 TAMPICO WAY, SANFORD, FL 32773 REAGAN POINT - LOT 33 MODEL 7498 I GARAGE S TAMMY �� �� ELEVATION �m�� ~ OUTH INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES FS -1 FOUNDATION FORMS PLAN TB -1 TIE BEAM PLAN PLN -1 FLOOR PLAN PLN -2 SECOND FLOOR PLAN ELE-1 UTILITY PLAN ELE-2 SECOND FLOOR UTILITY PLAN INT -1 INTERIOR DETIALS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTION ELV-1 FRONT AND REAR ELEVATIONS ELV-2 SIDE ELEVATIONS RFP -1 ROOF PLAN m � PLT -1 PLOT PLAN � � u S2 FOUNDATION PLAN S2.1 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 Er SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS -/ ST1 GENERAL STAIR DETAILS U MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 1 6/30/2016 CREATED ELEV. A&B, OPT TUB, OPT SUPER SHOWER, OPT SHOWER BATH 2, OPT RAILING, & OPT SERVICE DOOR (ACCU-SPAN) AML 2 4/25/2017 UPDATED DETAILS PER OTHER RP LOTS, APPLIED ARCH UPDATES EA 3 5/23/2017 UPDATED TO STEM WALL PER DWH REQUEST EA 4 12/11/2017 APPLIED ACCU-SPAN TRUSSES TO ELEV-A STD PER RPT -43 iv ' COPYRIGHT MCD 2015:The information contained iOthis document i8copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OFWMR & ASSOCIATES, LLC. Any use, duplication, o[traMsfe[Qfthese documents without the expressed,written consent nfMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES,UCis strictly prohibited. ' ' uj co 13- oo 6 oc� � ~_D OD co LL 0 00 `~U 0 �L �� ILL <m o3 � m � � � u 0 �� CL Er -/ UW| U | U | � -STRUCT: TW QC CHECK: EA JOB No. DWH-0204742 SCALE: AS INDICATED DATE: 3/26/18 Cn S1 ARCHIVE PLAN REVISIONS # BY DATE DESCRIPTION 1. XS 09-07-2016 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION 2. LW 11-4-2016 ELEV A: REVISED WINDOWS @ FAMILY TO (2) 2-4 5-2 AT SIDES AND 4-0 5-2 SH IN CENTER ELEV B: REVISE WINDOWS @ FAMILY TO (3) 2-4 5-2 3. LW 12-6-2016 ALL ELEV: LOWER T.O.M.AND CEILING HEIGHT TO 9-4 ILO 10-0 REMOVE ONE RISER @ STAIR LANDING ADJUST WINDOWS @ FAMILY TO BE 7-4 HEAD HEIGHT ILO 8-0 LOWER ROOF PLATE TO BE 19-8 PLT HT ILO 20-4 4. JS 12-20-2016 ALL ELEV: -REMOVED STORAGE SHELF FROM OWNER'S CLOSET Eo `®®a`@111916i1dd®�® = i N E O � O O DC v �°s d U o � ♦® Q a: `C N .1 u.,` ,tea ror�rwa�, O HCR DESCRIPTION 1.) 8' TALL DOORS ON FIRST FLOOR 2.) ADD STORAGE ACCESS FROM GARAGE TO INTERIOR OF HOME UNDER STAIRS. ADD 2-6 6-8 DOOR 3.) G1 H m 4 .� to m d:a, 0 Ecm'o I — via, ASR REVISIONS # BY DATE DESCRIPTION 1. JS 03/16/18 FLIP TO SOUTH a c E Z E LL ui .? a Q C � a0 co _ Eo `®®a`@111916i1dd®�® = i N E O � O O DC v �°s d U o � ♦® Q a: `C N .1 u.,` ,tea ror�rwa�, O HCR DESCRIPTION 1.) 8' TALL DOORS ON FIRST FLOOR 2.) ADD STORAGE ACCESS FROM GARAGE TO INTERIOR OF HOME UNDER STAIRS. ADD 2-6 6-8 DOOR 3.) � H M Z V Lu �N c cc 0 LM a c E Z E LL ui .? a Q C � a0 co _ Eo `®®a`@111916i1dd®�® = i N E O � O O DC v �°s d U o � ♦® Q a: `C N .1 u.,` ,tea ror�rwa�, O � H M Z V �N c 0 N a c E Z E LL Ri0=asp0 v J C.0dy LW LJ a0 �� _ Eo A = i N E O � O O DC i� .69 C O x E H N id 0 ? G) = 0 O g N ++ N d d Q L G1 H m 4 .� to m d:a, 0 Ecm'o I — via, � H M Z V �N 1O J a � N r LW LJ a0 �� N low DC 4� LL 4� N oQ Z Wco to CCS L Alb � H M Z V �N 1O SOUTH 7498-B PHS TAMMY ORLANDO LW LJ a0 �� low LL W N oQ Z Wco SOUTH 7498-B PHS TAMMY ORLANDO 11 FIRST FLOOR u im 241-011 3'-8" 20'-411 4, 2'-4" op 16'-�f0" 21-011. CO L ° H Z 60 J a r� 22 L Lm Li ado c E >,.a E Q \ / X �i UO E t w ~+0 cc w e0 c .c = E_o Z 4-w3 `oc2NEo� 3Ncoc— oc000�c t t� EwL. 0 = o A w�� ww2 Ev IA I r I I 4'-6" I 18'-10" I I I 1 I �__ ----� L -- _ _________ L;I r' I Irk\ 1 II � II I I II OOPEDVENNT®� I-- ---- ---J 10'-0" 23" 21- 6" ELEC. Jf ' I I 1 I L I I Ir ---- ---------J a 17'-4" 6'-8" 24'-0" 0 C4 T 4, �Qm - M sSO CO L ° H Z 60 J a r� 22 L Lm Li ado c E >,.a E Q UO E 0 C4 m �N �Qm - M sSO CO L ° H Z J a r� 22 L Lm Li ado c E >,.a E Q UO E t w ~+0 cc w e0 c .c = E_o Z 4-w3 `oc2NEo� 3Ncoc— oc000�c t t� EwL. 0 = o A w�� ww2 Ev IA 0 C4 m �N �Qm - M sSO CO H Z J a r� Lm Li ado =N Q UO WLL NZ oQCl) W t� A 0 C4 m �N �Qm sSO SOUTH 7498-B FS -1 TAMMY ORLANDO �Qm � H Z M V Lm Li ado Q UO WLL NZ oQCl) SOUTH 7498-B FS -1 TAMMY ORLANDO PRE -CAST LINTEL TYPE & SIZE PER ENGINEER FIRST FLOOR ob PRE -CAST LINTEL TYPE& SIZE PER ENGINEER CLI M m 00 r+ O 0 z LCL. uj ..J Q � � � rc. ® o L% u- 40" Z ® LL) CO llJ ® Q W°U _ ® a off 0 C,) 0 M dN' �N :2 C' O >y O J Z VJ 2 N 5 y O p - a C E''o! E a 0 O OV0 C 0 0 0 �! go d N A 4) 41 .0 to 0 C O fir= E +1:+ E C .0 C (� = E 0 0 E Z3 C 2 =0Or- W cs� M03vZCOC_ M*�0Co00.ye 0 �_ �N O H E v s -C - O Lo A r N Co •� E > Lam. ta us2 I-0cmcEmmW 0 M dN' �N :2 ASO O J Z VJ LL a � a N go OG WNZ oQ 4� W cs� CL Lo A 0 M dN' �N :2 ASO SOUTH 7498-B TB -1 TAMMY ORLANDO M Z VJ LL a �o a go WNZ oQ SOUTH 7498-B TB -1 TAMMY ORLANDO FIRST FLOOR 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, 1 318"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. * 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. TUBMALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD 0 V now ZIZ Lu 0W© W V W W 00 J WW W Q W W H U) W rr= O V W rn W V z O _J W r) U W ry0 � Z �-u) U)U) W J JZ Q D W z ui 0) 1675 a,. n cs 900 N -a Z 424 Q V zzZ A/C d �u- o ca U) W rr= O V W rn W V z O _J W r) U W ry0 � Z �-u) U)U) W J JZ Q D W z PLAN SQFT. TOTAL LIVING 1675 1ST FLOOR Z Q 2ND FLOOR Qo j o0E- 424 Q V zzZ A/C Z 5 a' W z o QaLLZ�j( C/) N U 17M z» Lu O Z IlIWWWW0 ,7vw w 0,7 � J T- CV M et 5; N1 .O N W ry3:a E C = C 0 O c 0 V r=.. •c W W 0 z -2i c o 0 g PLAN SQFT. TOTAL LIVING 1675 1ST FLOOR 601 2ND FLOOR 1074 2 CAR GARAGE 424 ELV. B 33 A/C 22 SLAB 1080 ISTER PLAN d~ SOUTH 7498-B PLN -1 TAMMY ORLANDO CID 0 J 0 O S N d~ N O a c E �'-v '00E �- `� o=00v J � C H >r-,, � N1 .O N 7 .0- E C = C 0 O c 0 O r.- r=.. •c W 0 c o 0 g y V v y 0 2 c '0 E low C O0 0 yi�pp y 0 N 3 Q� i U C y L E CLO U) F- w area E m SOUTH 7498-B PLN -1 TAMMY ORLANDO CID J 0 r tU � N W L A SOUTH 7498-B PLN -1 TAMMY ORLANDO 9a' - n" SECOND FLOOR FLORIDA Core Plan Notes 113/18 * 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 3/4" HIGH * MAX 11/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 13/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE 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 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. TUBMIALL HTS 20" OR 23" PER TUB SPECS, VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD Iii— = W cD U) W ey �n W V z I - J_0 w U �W .J U. 0 Zcf) N W �z Q .. 0 W 1 0 f z LL� J4 r0 - CO Lim C c; 4 z c� ul s Cr C r0. f N ca C E2ii .0 .Q E a t°OZCc o0 *cu- 'A •� W • I'' T W • ' • • rynr• � w �� 4L • < Iw E co yo C7 O _ Eo�was3 /dr Iii— = W cD U) W ey �n W V z I - J_0 w U �W .J U. 0 Zcf) N W �z Q .. 0 W 1 0 f z SOUTH 7498-B PLN -2 TAMMY ORLANDO c r• 0-0 -0O p C r0. f N .0 m to d CL C E2ii .0 .Q E a t°OZCc o0 �.i .N m E rsca- r d� 0��..� O _ Eo�was3 O 0 p „y� Cm O=V:M O 0 0 E 3 vJs. L i 0 W d '� Q0 a� E`•=•Z 1i��'� W 0vOeo as0.5 15 CL 4.0 SOUTH 7498-B PLN -2 TAMMY ORLANDO r• m i 'd' N o� W to • N■�y 0. r L A SOUTH 7498-B PLN -2 TAMMY ORLANDO PREWIRE PREWIRE COACH LT. AT 8" COACH LT. AT 8" i ABV. HDR. PER ABV. HDR. �ER COMM. SPEC COMM. SPEC L -------------------------J FIRST FLOOR 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 (NEPA) 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 (2) # 210 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY NEMA 3R PEDESTAL 0� AMP 1201240 VOLT 30 COMBO CIRCUITS MLO DISCONECT AND UTILITY LEGEND SERVICE BY 110V OUTLET C 12" Alf. (U.N.O.) METER CAN GROUND FAULT INTERRUPTOR OTHERS (WEATHER PROOF AS NOTED) AMP HALF HOT OUTLET v1 d Q. NTS cE2vE (36" A.F.F. @ UTILITY) _ PHONE LINE (2) # 2/0 XHHW CABLE TELEVISION rtcdEa ALUMINUM WIRES O •C w d $ #4 BARE CU TO GROUND -(- (1) # XHHW (� 8FT. GROUNDING RODS o jx ALUMINUM WIRE ® 8 FT. APART ELECTRICAL RISER NTS EXHAUST VENT NOTE: SMOKE DETECTOR ELECTRICAL MATERIALS AND INSTALLATIONS FOOTER STEEL GROUND SHALL COMPLY W/ APPLICABLE PROVISIONS OF (REQUIRED) THE NATIONAL ELEC. CODE, LOCAL CODES, AND DOOR BELL THE LOCAL POWER CO. DOOR BELL CHIMES UTILITY LEGEND 110V OUTLET C 12" Alf. (U.N.O.) GFI GROUND FAULT INTERRUPTOR d (WEATHER PROOF AS NOTED) 1/2 HALF HOT OUTLET v1 d Q. 220V OUTLET cE2vE (36" A.F.F. @ UTILITY) _ PHONE LINE TV1 CABLE TELEVISION rtcdEa STANDARD SWITCH O •C w d $ (3 OR 4 WAY AS NOTED) -(- SURFACE MOUNTED LIGHT (� WALL MOUNTED LIGHT o jx RECESS CAN LIGHT ® (EYEBALL AS NOTED) VT © EXHAUST VENT SD SMOKE DETECTOR ® (CARBON MONOXIDE AS NOTED) D I DOOR BELL H®S DOOR BELL CHIMES E© PANELBOARD W/ CIRCUIT BREAKERS HB BT T HOSE BIB L GAS GAS TAP CW HW t I COLD/HOT WATER SUPPLY M O � �N 10 d'Qti H � M Z Lm Li a�� z�O um W N Z SOUTH 7498-B ELEml TAMMY ORLANDO C r 0 V_ 'O .cML��m 2d� L L N v1 d Q. cE2vE ci oo 0 J 0.000 0 0 rtcdEa _g O •C w d $ � (D y ill: C o jx d 0 0 0 0 EwL. _ 0 �~ N•3 E W ��2 CL 0 M O � �N 10 d'Qti H � M Z Lm Li a�� z�O um W N Z SOUTH 7498-B ELEml TAMMY ORLANDO r 0 N � r W CL L M O � �N 10 d'Qti H � M Z Lm Li a�� z�O um W N Z SOUTH 7498-B ELEml TAMMY ORLANDO F_ SECOND FLOOR UTILITY LEGEND 11 OV OUTLET C 12" A. F.F.(U.N.O.) GFI GROUND FAULT INTERRUPTOR 6 (WEATHER PROOF AS NOTED) 1 HALF HOT OUTLET CL 220V OUTLET NEMA 3R (36" A.F.F. @ UTILITY) eo = G d p 00 PHONE LINE TV� CABLE TELEVISION 120/240 VOLT 30 STANDARD SWITCH k11 (3 OR 4 WAY AS NOTED) -�- SURFACE MOUNTED LIGHT (� WALL MOUNTED LIGHT ® RECESS CAN LIGHT 0� (EYEBALL AS NOTED) VT Q EXHAUST VENT ®D SMOKE DETECTOR (CARBON MONOXIDE AS NOTED) D AMP METER CAN DOOR BELL H®S DOOR BELL CHIMES E© PANELBOARD W/ (2) # 2/0 XHHW CIRCUIT BREAKERS HB Bt t HOSE BIB ALUMINUM WIRES GAS (1) # XHHW GAS TAP CW HW t I COLD/HOT WATER SUPPLY (2) # 210 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL C (1) #4 XHHW ALUMINUM EQUIP.GRD LeO .0 POWER COMPANY 04 CL AMP NEMA 3R Lt. eo = G d p 00 PEDESTAL C'�pHCAQ7 120/240 VOLT 30 E k11 = .0 g Lo- z 3 COMBO CIRCUITS MLO I 0� DISCONECT N vv N �r G AND SERVICE BY AMP METER CAN OTHERS TmCL NTS (2) # 2/0 XHHW ALUMINUM WIRES #4 BARE CU TO GROUND (1) # XHHW 8FT. GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER NTS t t NOTE ELECTRICAL MATERIALS AND INSTALLATIONS FOOTER STEEL GROUND SHALL COMPLY W/ APPLICABLE PROVISIONS OF (REQUIRED) THE NATIONAL ELEC. CODE, LOCAL CODES, AND 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 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 M O � C4 m �N -1O >= m d'Qti Z J LL a�� z�O LL W N Z moo, SOUTH 7498-B ELEm2 TAMMY ORLANDO C r LeO .0 04 CL E > .0 E Lt. eo = G d p 00 -' C'�pHCAQ7 E G C Qf d C = .0 g Lo- z 3 � Qd� CC N vv N �r G L W dd����� t CL m M O � C4 m �N -1O >= m d'Qti Z J LL a�� z�O LL W N Z moo, SOUTH 7498-B ELEm2 TAMMY ORLANDO r 1 rr N � W (D TmCL A M O � C4 m �N -1O >= m d'Qti Z J LL a�� z�O LL W N Z moo, SOUTH 7498-B ELEm2 TAMMY ORLANDO CABINET OPEN ABOVE CABINET OPEN ABOVE PANTRY MOULD (TYP.) W3036 W3012 0 MICRO W/ VENT HOOD W2736 W1236 BACKSPLASH FILL PER COMM. �O etQti 84"x42" MIRROR SPLASH PER SPECS C i O DD .a O 22 RANGE W) OVEN II ILL a � E o: 0 0 J .O MOULD (TYP.) W1236 W3636 W3918 FILL F- - - - - - - - - - - - - -i ILL BACKSPLASH PER COMM. b' .... REFG. I to FILL ' L__j L B30 B27 FILL B36 KITCHEN pqg IGH �O etQti 84"x42" MIRROR SPLASH PER SPECS C i O .a O r �to 22 II ILL a � E o: 0 0 J .O % N � d VS33 VD18 VS33 OWNERS BATH IGHT 42"x38" MIRROR SPLASH PER SPECS VS45 BATH 2 OVAL MIRROR 1211 SHELF OPEN TO FAMILY 341/2" HIGH WALL ISLAND ----------,-----------� WASHER DRYER UTILITY SB36 B24 341/2" HIGH WALL 12" END PANEL uj a N � � [ W ,Ca CL c ...1 LL a9 rr �N �O etQti r C i O .a O r �to 22 II ,r a N E o: 0 v J .O % N � d 1 O 0 = rv- E O O ; CocQ)o 4� E r;5; m A `Ci G` y E C Y W tt� 0 L. W.- c � E L � �. .N �0 2 omEca n IA rr �N �O etQti r M O r �to J II ,r a N QUO N CIS 4� W tt� L. A SOUTH 7498-B INT -1 TAMMY ORLANDO �N �O etQti SOUTH 7498-B INT -1 TAMMY ORLANDO etQti M Z J LL a do QUO WNZ SOUTH 7498-B INT -1 TAMMY ORLANDO LGA C' M 00 d o `0 N a z cl::Ul ,c5 Cl -1= -J lzr � ► LL m CLQ' ® va�G rn u.. O ` • 4U cp ( ui cc: e� . Va 0 •` C/) < •® o „•' •o ` w ••• +off®� � o®•®�• , • l,�J®,�,, STAIR SECTION C*4 m �N C O •O y V 2'O iJ L N •am n�a Tom o- �.00r�° v J = C 'a N C 7^ y ado •�y 7 E E C t C C7 O C _ E 0 � 0 E C 2 N O G) +� O C O O O,c O N v = ,Oy5 ._ 0 d 0 � ID Z y0 yv=HmC.� d'> d�a���v° L CLO W F^ to Rf E y y C*4 m �N 0 10 �J H Z M Tom to LL ado N to QUO N CiC 4� N CD Z C'V N W to 1 •�j a r 1 L A C*4 m �N 0 10 SOUTH 7498-B INT -2 TAMMY ORLANDO � H Z M V J LL ado QUO W N CD Z N SOUTH 7498-B INT -2 TAMMY ORLANDO 1x BLOCKING 2x12 TREADS — 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER ONE ON EACH SIDE AND DOUBLE @ MID -SPAN 2x4 KICKER PLATE BALUSTERS 2x12 TREAD 11" 3/4" 10" NOSING PLYWOOD (TYP.) DECKING @ 2x12 , n r.: 9 -0 STAIR HEADER 1„ 1011 NOSING (TYP.) 9,_4 ALTERNA r- TE 11 CLG. STUD 1 „ 10" WALL NOSIN (TYP.) .-, @ r r: 10-0„ ?A1?oTFINGER-\ W/ROUTERED EDGES OR PER 9. �ING vx9mbg GYP. BOARD— SOLE PLATE — OR EQUAL WICIRCULAR OR - WINDING STAIRS OPEN STAIR SECTION DETAILS !mw BALUSTER,' LESS THAN 4” 0.1 MAXIMUM SPACING rDOOR CASING OR MOULDIN G SOLE PLATE FIN. FLOOR 1x8 TRIM 2x BLOCKING FILLER, TRIM TO FIT STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TOA POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1 x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) 1x12 TRIM ROUTER ED ON UPPER SIDE DOD BASE STRINGER OR /CIRCULAR R WINDING STAIRS R m NJv 2 C az Of u! c LL c ®otillIIJill,/ ® 001(/®e✓ r.. co 4, L o d�ra�sre,ra�� J O tt� IL 0 t°0o.coo N = 0 0 r- aLL == +G:E=0E� E ago _ ��3 Eo0 E N p ;C 4� . o c o oo,c 4.0 _= oo W N v v H G Z Q "- '$ W .0 v H °N'ar. �+`°' -.. EfL>m0� = y y , 3 Acv zu r`7 w��� r.. co 4, -1O d�ra�sre,ra�� SOUTH 7498-B INT -3 TAMMY ORLANDO �N 4, -1O J O tt� � ZN aLL do ago OC 4� W N O Z Q � W to 2 -.. .,..� = r - r`7 Z L A SOUTH 7498-B INT -3 TAMMY ORLANDO �N -1O SOUTH 7498-B INT -3 TAMMY ORLANDO ZUJ aLL do ago W N O Z Q � cp U) SOUTH 7498-B INT -3 TAMMY ORLANDO 1811 3" FYPON BKT18X9X3(0 R EQUAL) BRACKET DETAIL SCALE: 1" =1'-0" NOTE: ALL WINDOWS ARE EQUAL SASH ASPHALT SHINGLES - TYPICAL PER SPECS FYPON TRLV 76X19 OR12 12 EQUAL (TYP.) �6 t 2 ' 12 6" FASCIA (TYP.) 4" FRIEZE (TYP.) LL! Li." M am Qj t1' ccv = oo p � � LFA � CL -J �u. :co w cogoo ' ®�- ®®"'til 11 1 � 19'-8"PLATE --- ------ -- ---19'_8"PLATE-- 8" TRIM (TYP.) ` 18" WIDE BOARD - SHUTTER (TYP.) " SIDING W/ 6" TRIM (TYP.) " 4" TRIM (TYP.) 10" RAISED BAND - 10" TRIM (TYP.) (TYP.) , 9'-4"T.O.M. 9'-4"T.O.M. SEE BRACKET DTL. 8" RAISED SINGLE BAND (TYP.) 4 RAISED SINGLE BAND (TYP.) TEXTURED - - COATING (TYP.) ` 0 FIRST FLOOR - __— _— _0"FIRST FLOOR__ 19' _8" PLATE 9'-4"T.O.M. TEXTURED COATING (TYP.) 0"FIRST FLOOR FRONT ELEVATION "B" D D D D D D D D 10 L O � a00�0000 H ZVJ N cE�'v'IIE ono'T'7'l- �0o�oo Wi�o 0,0 ,o d N REAR ELEVATION 19'-8"PLATE __ 9'-4"T.O.M. 0" FIRST FLOOR _ SOUTH 7498-B ELVml TAMMY ORLANDO C C' 10 L O � H ZVJ N cE�'v'IIE o. �0o�oo J 0,0 ,o d N y Crn��. Ev E C Gs 0 Co :0 J► CD C N = O 2 .Y. oc000�c _ . O .�.. O r" ,� LL Ol4 �.cJo- 0 0 Z C CL O. i •Gi E > L *' � i. - otmmEON SOUTH 7498-B ELVml TAMMY ORLANDO � d' �N 10 M � H ZVJ M © r LL a � z�O r N r" LL W N Z W a j A 1.�. 1 r !p 0- L SOUTH 7498-B ELVml TAMMY ORLANDO � d' �N 10 M � SOUTH 7498-B ELVml TAMMY ORLANDO �tQti � H ZVJ M LL a �� z�O LL W N Z SOUTH 7498-B ELVml TAMMY ORLANDO 19'- 8" PLATE 9'- 4" T.O.M. 0"FIRST FLOOR SIDE ELEVATION 12 617 19'- 8" PLATE 12 �y ASPHALT SHINGLES- Q6 TYPICAL PER SPECS 4" TRIM (TYP.) -- - ` - , - , _ - ` _ ' - - , - - / 2'-0"- / SIDING W/ 6" - r - - - - - - - - - TRIM (TYP.) 10" TRIM (TYP.) _ _ _ / _ / . ♦ r , ♦ _ , 9'-4"T.0_M_ _ - -- -- =--- ----- ----- - ---- - - - - -- - - -' -- - - -- -- - -- - = ---- ` Ir , 8" RAISED BAND Wl \ , ' 8' 0"PLATE ' - ANGELED ENDS - -`, (TYP.) 00 - - - ` F2 F -A 4" WIDE RAISEDH11 I I- I % d % 19'- 8" PLATE 9'_4"T.O.MT__ TEXTURED COATING (TYP.) __ 0" FIRST FLOOR _________ 0" FIRST FLOOR —`--- ' — — --- ---`— ---- — -- ----- --- --- —�� �_----`--- —� — -------------------- SIDE ELEVATION tG! c+� o 00 N =co az cful U a- C -J I<t � LL m J 6 CIO u- 0 ot • w cxrhw- [C • < ® 5 0:Z 19'- 8" PLATE — 4" TRIM (TYP.) - 4" WIDE RAISED BAND (TYP.) SIDING W/ 6" TRIM (TYP.) 10" TRIM (TYP.) -- - - -- 9'_4"T.OLM___ -- TEXTURED COATING (TYP.) 0" FIRST FLOOR__ M O � �N �O d'Q1� Z V J LL ado QUU. O W N Z oQ SOUTH 7498-B ELVm2 TAMMY ORLANDO C i C t0 Zi d 4) t;.4) 'O L L !V -0 N 0 CL c E ?'-a •Q E d cv = c w p c�=�Ea _ Eo 0E4- C s. E o ,G O c O O = � 4) 0 CL " '=- d ra•3t;5v, M O � �N �O d'Q1� Z V J LL ado QUU. O W N Z oQ SOUTH 7498-B ELVm2 TAMMY ORLANDO 0 mj O r W r CL Ln A M O � �N �O d'Q1� Z V J LL ado QUU. O W N Z oQ SOUTH 7498-B ELVm2 TAMMY ORLANDO ROOF PLAN ROOF VENT CALCULATION: FFATTIC SQ. FT. / 300: 1080 / 300 = 3.60 3.60/2=1.80x144=259 ROOF VENT = 259 /138 SQ. IN. = 1.88 VENTS °n M a (D; ~ c -i oe� 0 z e� uj v �t U. U LL. 11fill/,##®k® 0 �f' � °o°°o°000•O° �!� SOUTH 7498-B RFP -1 TAMMY ORLANDO � �N C O tG W I" Z N H d p, c C E p: m=cmoo 0O J c ,0 H > y O y= m ++ W 'scasE#0 0m o 4..2 CL? NEC COOOO='O1 O L'E' C°C Q� �aE z 10wmmEmm W tO SOUTH 7498-B RFP -1 TAMMY ORLANDO � �N ZM �O 0tQti � I" Z J c (.0 Lm Li W QUO CN CL? OC 4� 0a Q� W tO Ln A SOUTH 7498-B RFP -1 TAMMY ORLANDO � �N ZM �O 0tQti SOUTH 7498-B RFP -1 TAMMY ORLANDO 0tQti � I" Z M Lm Li QUO WNZ 0a SOUTH 7498-B RFP -1 TAMMY ORLANDO 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1080 FLATWORK:277 LOT: 3012 COVERAGE:45% SOD AREA: 1355 ------------- GREEN SPACE NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. ARC TABLE ARC LEN. RAD, CHRD, BRC. CHRD. LEN, Al' 45,65' 25' N86' 50'1"W 39.57' A2' 13.16' 10' S3' 9'59"W 12.23' TAMPICO WAY A w ON q 4' PUBLIC 2 3. J 5' WALKWAYS, 40 31 307 GIPPER CIlJ, ;�E FT /A I Ld 4e cr) :2 m AO C4 cl) LL cy) 00 00 4) 0 . 0 0 z J .5 AE 4) cr uj Aj a�� 2 CL- c = ca j 0 E E ��O ?' LL0 m 0 0 ce W 0 0 Z E CU 2 0 E 4i o 0 0 0 0 je c 0=.O= 0 @ 0 U) 4) cma cc 4) M mm En m E zz"; 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1080 FLATWORK:277 LOT: 3012 COVERAGE:45% SOD AREA: 1355 ------------- GREEN SPACE NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. ARC TABLE ARC LEN. RAD, CHRD, BRC. CHRD. LEN, Al' 45,65' 25' N86' 50'1"W 39.57' A2' 13.16' 10' S3' 9'59"W 12.23' TAMPICO WAY A w ON q 4' PUBLIC 2 3. J 5' WALKWAYS, 40 31 307 GIPPER CIlJ, ;�E FT /A I 0 C4 Z >= 4e cr) :2 m AO C4 N z0 ell) . u J LL a�� Now 0 %"aft 04 ��O ce W Z CU 0 C4 Z >= 4e cr) :2 m AO C4 SOUTH 7498-B PLT -1 TAMMY ORLANDO >= m N z0 ell) . u J LL a�� ��O LL W Z SOUTH 7498-B PLT -1 TAMMY ORLANDO 411 2 F08 S3 2 SF02 S3 D10 S2. JJ I SFO I S3 241-0" L CONC. PAD D10 S2.1 i FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC,) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB FILL CUT W/APPROVED JOINT MATERIAL OR 6'-0, Q \0j1111111111/1 0) TWO STORY FTG 16'-0" 2'-0" Q���r����r®••••®�ai��y®®®,v�� a DO D10 b0 COMMUNITY & COUNTY CODES. SD1 S2. SD1 5'-0" SF02 3 F04 3 1'-4" O S3 I-- S3 ■ N ■o IJ10■•I ® �C Q-® < b Q J -.--- �- INSTRUCTIONS. F-VARIE I p 9. NO WOOD STAKES PERMITTED IN FOUNDATION. •Uj ••�'* �` Z 7�••®® •® SLOPE■ °P 00 v •••® • ,��®® �Q O ®�n1101'11'11 �R '-_ SF02 tO DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO w A/C PAD I S3 ■ DETERMINE STEP LOCATIONS IF REQUIRED oil■ 9 SF02 0 S AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD w fV FOOTING STEP DOWN AND CORNER INFORMATION. a O ■ 00 �F06 I N ■ 53 U I ) 4'-6" I 19'-6" I ■ ■I I I N. I I I 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 SF06 I I S3 W XF1 ■ ■ z W L S3 F06 PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION O F- S3 VERIFY IN FIELD 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 13. I Q 0 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS < Io � O O ■ F-1 ■Li ■ I 41-111 2 ■ I ❑❑ 0 ■,gk I. I O' -O" F.F. I I I 3-112.1 THICK CONC. SLAB W/ 6X6 ■ CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO W/1.4 X W/1.4 W.W.F. OVER 6 ---- ------- MIL VAPOR BARRIER OVER COMPACTED FILL. SFO ■ S3 w I ■ ■ ■ 11111111 I SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, SFO F1 W MCL S3 S3 -31/2" O SFO I ( S3 M L me ■ ■ ■ ■ ■ ■ ■ ■ F05 DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). D10 S3 S2. 61-011 17'-4" TWO STORY FTG 6'-8" 01 24'-011 U) L CONC. PAD D10 S2.1 i FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND@ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC,) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB FILL CUT W/APPROVED JOINT MATERIAL OR 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. w U O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. _ 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. � Z 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE 3 O.C. &MIN O a BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" 0) SIDE 6" O.C. zz ° Uo 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. U5 ^ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. > LCL Z ° -�a BARS & 3" MIN. COVER TO EDGE OF CONC. m 281148"x12" dp w/ #5's EQUALLY SPACED EA. a Z z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Ui BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W J 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 Q BARS & 3" MIN. COVER TO EDGE OF CONC. F- 0 w z D (0,. E 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. <~ z `� � 8> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q Q (.9 U 0 M' BARS & 3" MIN. COVER TO EDGE OF CONC. U) Dm u N 36"46"x12" dp w/ #5's EQUALLY SPACED EA. z J U) W o >- o 8 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z -J = Q = o ¢ d BARS & 3" MIN. COVER TO EDGE OF CONC. O_ F- Z z P z w z '0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA.~ �--- O << W x i 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. U O O o: BARS & 3" MIN. COVER TO EDGE OF CONC. W V.,, Q �, 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. = W I- L- v WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. �- _ Z O BARS & 3" MIN, COVER TO EDGE OF CONC. in 0 48"x48"x12" dp w/ #5 ' s EQUALLY SPACED EA. % 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z M 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. O M 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. U .j 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z U. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. W D1 4.3 BARS &I 3" MINOCOVER TOREDGE OF CONC.WAY IANCE L (Z) # 5 E.W. Q m O C S2. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 2 <8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O Cl) BARS & 3" MIN. COVER TO EDGE OF CONC. W W M Z M �� 54"x54"x24" dp w/#5's EQUALLY SPACED EA. Q O W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 ,. BARS & 3" MIN. COVER TO EDGE OF CONC.z = �- j ao 60"60"40"x`16" dp w/#5's EQUALLY SPACED EA. 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. w F05 W O BARS & 3 MIN. COVER TO EDGE OF CONC. _ J Z O S3 "v Ell 66"46"x16" dp w/#5's EQUALLY SPACED EA, o �e O V 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. z W 00 0. 0. BARS & 3" MIN. COVER TO EDGE OF CONC. I W 0) SYMBOLS LEGEND U dr Z 4 2 UJI a o p > Q ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO o (Y Q W �p TIE BEAM ( 5'-4" MAX U.N.O.) 0- ❑ 0. 0: '4 - O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) W STRUCTURAL ENG BAD TO TIE BEAM. D co DRAFTING: W d INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT: W-STRUCT: TW -._._..._.___. _---- - --- - �j QC CHECK: EA INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. - --- X JOB No. DWH-0204742 #5 CONT. FT.G TO TIE BEAM. SCALE: AS INDICATED z DATE: 3/26/18 FOUNDATION PLAN w S2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. USE ALTERNATE APPROVED METHOD. Q \0j1111111111/1 0) 7, MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY Q���r����r®••••®�ai��y®®®,v�� a COMMUNITY & COUNTY CODES. •00 ,� 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL • °� 4�0 c��' 0CV) LL �•� Z O SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE ; "1 O p " _ Uj U N AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ® �C Q-® < b Q J U -4v• INSTRUCTIONS. o0 O� D d 0 Q� p 9. NO WOOD STAKES PERMITTED IN FOUNDATION. •Uj ••�'* �` Z 7�••®® •® 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED 00 v •••® • ,��®® �Q O ®�n1101'11'11 �R DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO w '11'11®®11 �� m UU- DETERMINE STEP LOCATIONS IF REQUIRED 9 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS z AND LAP SPLICE, SEE DTL MF09 AND MF10 ON S3 FOR STANDARD w FOOTING STEP DOWN AND CORNER INFORMATION. a O U 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z W PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION O F- 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER 13. m Q 0 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS < FOR COMPACTION REQUIREMENTS), JF SOIL CONDITIONS IN THE 0 PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO i ---- ------- FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. FOUNDATION w SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, _ COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). p THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS U) BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 z PSF. O O 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.G. TO > lo- DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEEI- STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTINGSIZES PENDING DEPTH OF STEMWALL. w 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE O V HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION Q Q 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 W W PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE a CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT O REQUIREMENTS ARE MET. U FOOTING SCHEDULE Ki 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. w U O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN, COVER TO EDGE OF CONC. _ 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. � Z 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN 24 SIDE 3 O.C. &MIN O a BARS & 3" MIN. COVER TO EDGE OF CONC. (3) #5 PARALLEL TO 12" 0) SIDE 6" O.C. zz ° Uo 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. U5 ^ O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. > LCL Z ° -�a BARS & 3" MIN. COVER TO EDGE OF CONC. m 281148"x12" dp w/ #5's EQUALLY SPACED EA. a Z z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Ui BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. W J 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. 0 Q BARS & 3" MIN. COVER TO EDGE OF CONC. F- 0 w z D (0,. E 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. <~ z `� � 8> .6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Q Q (.9 U 0 M' BARS & 3" MIN. COVER TO EDGE OF CONC. U) Dm u N 36"46"x12" dp w/ #5's EQUALLY SPACED EA. z J U) W o >- o 8 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Z -J = Q = o ¢ d BARS & 3" MIN. COVER TO EDGE OF CONC. O_ F- Z z P z w z '0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA.~ �--- O << W x i 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. U O O o: BARS & 3" MIN. COVER TO EDGE OF CONC. W V.,, Q �, 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. = W I- L- v WAY MIN. 2" HORIZ, CLEARANCE BETWEEN MIN (6) # 5 E.W. �- _ Z O BARS & 3" MIN, COVER TO EDGE OF CONC. in 0 48"x48"x12" dp w/ #5 ' s EQUALLY SPACED EA. % 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z M 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 8> A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC. O M 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. U .j 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. Z U. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. W D1 4.3 BARS &I 3" MINOCOVER TOREDGE OF CONC.WAY IANCE L (Z) # 5 E.W. Q m O C S2. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 2 <8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. O Cl) BARS & 3" MIN. COVER TO EDGE OF CONC. W W M Z M �� 54"x54"x24" dp w/#5's EQUALLY SPACED EA. Q O W WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. 0 ,. BARS & 3" MIN. COVER TO EDGE OF CONC.z = �- j ao 60"60"40"x`16" dp w/#5's EQUALLY SPACED EA. 5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. w F05 W O BARS & 3 MIN. COVER TO EDGE OF CONC. _ J Z O S3 "v Ell 66"46"x16" dp w/#5's EQUALLY SPACED EA, o �e O V 8> .5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. z W 00 0. 0. BARS & 3" MIN. COVER TO EDGE OF CONC. I W 0) SYMBOLS LEGEND U dr Z 4 2 UJI a o p > Q ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO o (Y Q W �p TIE BEAM ( 5'-4" MAX U.N.O.) 0- ❑ 0. 0: '4 - O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. U) W STRUCTURAL ENG BAD TO TIE BEAM. D co DRAFTING: W d INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT: W-STRUCT: TW -._._..._.___. _---- - --- - �j QC CHECK: EA INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. - --- X JOB No. DWH-0204742 #5 CONT. FT.G TO TIE BEAM. SCALE: AS INDICATED z DATE: 3/26/18 FOUNDATION PLAN w S2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. "c 1'-0" gl-()Il SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 5'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. ❑ VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU IZ®v ��,�®®®•••®A®d3��: '®oW pted, o,• • � 00 co Ci ®� .. W a': 0 Qo W .. J Z Lv FILLED CELL , lloco j'� ; W Lu �. PLAN VIEW o d®r 0:� (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 k MASONRY COLUMN TIE IN z (1) CONT. # 5 FROM o TIE BEAM TO FOOTING m W 0 MASONRY WALL 0 U o�� 11lo""•w aft,ee� Z LL' "°q:� �.''Ra s O m � W •■ ■• Mel 0 REINFORCING PER c9 O O U ■ $ o z 0 fq PLAN (TYP). z W p---------- ►n z" zed 3'-8" is z° 4wl M W W Z ■ UI SCALE: AS INDICATED X. ■ m Q n In 0e$ W z E5 E 0 < DATE: 3/26/18 In ilU ¢2pN1N 14- ? 00 "—•7 U) LL O Li 00 _z J J (Un)'T m � P r (000> -off 0 I— W U) 000Wr1 m 0 1- B M W n ~ 4'-6" 2'-8" 3'-4" 3'-2" 4'-8" 5'-8" w O p Q H Z ■ U. Uj 0Uo F- r - i z M J U- O v J U � ■ CO 0 0 ■ m 0 U.Z ih I 1 WJ M a O O LV ■ 11 za Z�° ■ fJ W _ Uj Jaz0 � 0 z X M ( a. 2 � --) << z �- 1/211= 1 1-011 0 Z I N t0 _..._.... p W � a �v� W ac� to" S2 O z W STRUCTURAL ENG: BAD ■ u) DRAFTING: 0 Ill 00 ; 1 1 0 0 Q- CI - o O ■ EL w M z U EE 0 d W + 00 � ■ i1M ■ 0?M ■ ■ ■ oo 3'-4" 3'4" c ih `r J ■ - ' ■ ■ ■ ■ ■ ■ ■■ ■■ 2'-0" 3'-0" 2'-2" 3'-0" 2'-2" 31-0" 2'-0" 5'-4" 1'-4" SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 5'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM & @ 24" O.C. ❑ VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU IZ®v ��,�®®®•••®A®d3��: '®oW pted, o,• • � 00 co Ci ®� .. W a': 0 Qo W .. J Z Lv FILLED CELL , lloco j'� ; W Lu �. PLAN VIEW o d®r 0:� (1) # 5 @ TOP, BOTTOM & @ 24" O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU SECTION VIEW D1 k MASONRY COLUMN TIE IN z (1) CONT. # 5 FROM o TIE BEAM TO FOOTING m W 0 MASONRY WALL 0 U o�� 11lo""•w aft,ee� Z LL' "°q:� �.''Ra s O m � W IW— r\ U 0 REINFORCING PER c9 O U QC CHECK: EA $ o z 0 fq PLAN (TYP). z W p---------- U z" zed E z° 4wl M W W Z z U_ UI SCALE: AS INDICATED U m Q n In 0e$ W z E5 E 0 < DATE: 3/26/18 In ilU ¢2pN1N 14- ? 00 "—•7 U) LL O Li � _z J J (Un)'T m � P r (000> -off 0 I— W U) 000Wr1 m 0 1- B M W n ~ � LL CL 0 w O p Q H Z Z U. Uj 0Uo F- z M J U- O v J U W W z 0 0 0- m 0 U.Z F -- p WJ M a O O LV LL O 11 za Z�° W X Uj Jaz0 � 0 z X W 0 ( a. 2 --) << z �- 1/211= 1 1-011 0 Z -I N t0 _..._.... p W � a �v� W ac� to" S2 O z W STRUCTURAL ENG: BAD u) DRAFTING: 0 Ill Q- CI - EL w z U d W d � � W IW— r\ U 0 O U QC CHECK: EA $ o z 0 fq E W p---------- U z" zed E z° 4wl M W W Z z U_ UI SCALE: AS INDICATED U LJJ n In 0e$ W z E5 E 0 < DATE: 3/26/18 In ilU ¢2pN1N 14- ? 00 "—•7 U) LL O Li � _z J J (Un)'T m � P r (000> -off 0 I— W U) 000Wr1 m 0 1- B M W n ~ � LL CL 0 w O 0 � Q H Z Z U. Uj 0Uo F- z M O v J U z 0 0 0- m 0 U.Z p WJ M a O O LV 11 za Z�° W X Uj Jaz0 � 0 X W 0 ( a. 2 --) << z �- -I N t0 _..._.... p W � a �v� W ac� to" z W STRUCTURAL ENG: BAD u) DRAFTING: COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W -STRUCT TW U QC CHECK: EA p---------- JOB No. DWH-0204742 SCALE: AS INDICATED Z DATE: 3/26/18 DOWEL PLACEMENT PLAN W X 2. 1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. (1) #5 BAR CONT. W/ 3" COVER TYP. Eli>•I�ii��� `— 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 STEPDENSITY WHERE 2ND STORY OCCURS, FTG DOWN EXCEEDS 7 3/4" SHALL BE V-8" WIDE W/(3) #5 BARS NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS NOTE: AT FRENCH DOOR LOCATIONS. '.d CONTRACTOR TO a A:., VERIFY WITH DOOR °I ' MANUF. FOR ad REQUIRED RECESS . ° #5 CONT. a I �° I4. REINFORCEMENT SEE °I 4 .I FOUNDATION PLAN THRESHOLD PER a d' e ° a r' I FOR QUANTITY MANUFACTURER'S °•• �, -P�• �e SPECIFICATIONS #5 x 25" x 25" CORNER w U w v M �— SLOPE THRESHOLD PER MFR'S SPECIFICATIONS 3/4"=1'-0" HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS 2x BRG WALL PER PLAN AND BEARING FLUSH W/ PLAN AND BEARING WALL SCHEDULE FOUNDATION BELOW WALL SCHEDULE CONC. SLAB PER 2x P.T. BASE PLATE FOUNDATION PLAN 0) CLEAN COMPACTED Uj of I FILL @ 95% STANDARD DENSITY REFER TO DETAIL SF06 "' CONC. SLAB PER CONC. SLAB PER - THIS SHEET IF STEP ~ 2x PT SILL PLATE FOUNDATION PLAN FOUNDATION PLAN DOWN EXCEEDS 7 3/4" d /4 =1 z tt -1 I—I I III , I d' I_I I I—III-1 - -oI z -1 I I=� I=1 11=� _I III -1 I I- I� =1i= a...° _ ►__ — _—M 1II—I-1 I I I (2) #5 BARS CONT. W/ I I L—III I I1=III=►' 3" COVER TYP. 8" 8" 8" 8" (2) #5 BARS CONT. W/ 6" 8" 8" 10" 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BSHALL BE 1'-8" WIDE W/(3) #5 BARS ARS BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING FO THICKENED EDGE 3/4"=1'-0" 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL_. MIN. 24" BEFORE is zZ ANOTHER STEP 8"x12" THICKENED o O SLAB W/ (1) #5 CONT.CD W/ 3" COVER TYP.z X O °° a (L GRADE ,>. ° I d . i�17 W d°'°:° =I I I ° ' a ° ,' VERIFY PLAN DETAILS -1 1- w I I- o a ` "' " """" ' 'a FOR REQUIRED #5 I- CONT. BARS. MAINTAIN 3" COVER TYP.-1 YP.z ®1i91111/� ul co 11-11 = I I I I TI 16" MIINI — 16" MIN. ��® f� ®+`® o0 -III--I I — _+---- w �,.,. a.•®® ®® ®��� �® W O t l L -I I 1=1 I I -III- BEND EACH CONT. #5 ��. t� °®�i`� VERIFY PLAN DETAILS Z FOR REQUIRED #5G, c°i a, �� '�• _ CONT. BARS. MAINTAIN BAR AT STEP DOWN, ®®� �y 0 CLEAN COMPACTED OR INSTALL #5 HOOK �, Lu ®w Co uu O o �► _ J 3 COVER TYP. Q .0 �- ' Q BARS FOR EACH CONT. .. a to FILL @ 95% STANDARD BAR. LAP REBAR PER z O ®® 0 � Z - DENSITY DETAIL MD08 ON ®(y 06%so, X0000 �J�` w } O LINTEL PLAN �o®F✓ �,�`` m LL fi FO TYPICAL STEP FOOTING DETAIL `'�®/fill 3/4"=1'-0" 3/4"=1'-0" p O U rn I- IF BEARING WALL O X STEM WALL (1) #5 FROM FTG. TO ABOVE - WALL SEE STEM WALL HEIGHT 1 -STORY CHAIR COURSE ANCHOR TO HAVE MIN!. SPACING (O.C.) (D IN STEM WALL 7" EMBEDMENT BELOW WIDTH MIN 5" CONC. SLAB PER LOWEST STEP OF _ FOUNDATION PLAN BOND BEAM IN FULLY CURB 8" - 40" FLOATING SLAB 0. BOND BEAM IN FULLY 20" (1) #5 CONT. W/ 1-1/2" SPACING PER PLAN w M 0 W F- COVER TYP. z W O 48" - 64" 10" 20" CONCRETE SLAB PER Q (3) #5 BARS FOR TWO STORY g < GROUTED CELL. SEE FOUNDATION PLAN USE � " USE MIN. 1/2 x4 CONT. 4°° a 10" CELL SPACING, 10" 30" ELEVATION W/ (1) #5 ° Q d o 11- +S Cc1j d O MD08 ON LINTEL PLAN ° ° G 14 u FIBER EXPANSION 7 1 MD08 ON LINTEL PLAN FOOTING SIZE, & m CONT. Q —11 T m O MASONRY WALL FOR SPLICE �i 1 JOINT BETWEEN SLAB I�. FOR SPLICE INFO. REINFORCING Eli>•I�ii��� `— 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 STEPDENSITY WHERE 2ND STORY OCCURS, FTG DOWN EXCEEDS 7 3/4" SHALL BE V-8" WIDE W/(3) #5 BARS NON-BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING 3/4"=1'-0" VERIFY W/ DETAILS FOR REQ'D STEEL AT 2 STORY LOCATIONS NOTE: AT FRENCH DOOR LOCATIONS. '.d CONTRACTOR TO a A:., VERIFY WITH DOOR °I ' MANUF. FOR ad REQUIRED RECESS . ° #5 CONT. a I �° I4. REINFORCEMENT SEE °I 4 .I FOUNDATION PLAN THRESHOLD PER a d' e ° a r' I FOR QUANTITY MANUFACTURER'S °•• �, -P�• �e SPECIFICATIONS #5 x 25" x 25" CORNER w U w v M �— SLOPE THRESHOLD PER MFR'S SPECIFICATIONS 3/4"=1'-0" HOLD BRG WALL BACK 2x BRG WALL PER SO GYP FINISH IS 2x BRG WALL PER PLAN AND BEARING FLUSH W/ PLAN AND BEARING WALL SCHEDULE FOUNDATION BELOW WALL SCHEDULE CONC. SLAB PER 2x P.T. BASE PLATE FOUNDATION PLAN 0) CLEAN COMPACTED Uj of I FILL @ 95% STANDARD DENSITY REFER TO DETAIL SF06 "' CONC. SLAB PER CONC. SLAB PER - THIS SHEET IF STEP ~ 2x PT SILL PLATE FOUNDATION PLAN FOUNDATION PLAN DOWN EXCEEDS 7 3/4" d /4 =1 z tt -1 I—I I III , I d' I_I I I—III-1 - -oI z -1 I I=� I=1 11=� _I III -1 I I- I� =1i= a...° _ ►__ — _—M 1II—I-1 I I I (2) #5 BARS CONT. W/ I I L—III I I1=III=►' 3" COVER TYP. 8" 8" 8" 8" (2) #5 BARS CONT. W/ 6" 8" 8" 10" 3" COVER TYP. CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-8" WIDE W/(3) #5 BSHALL BE 1'-8" WIDE W/(3) #5 BARS ARS BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING FO THICKENED EDGE 3/4"=1'-0" 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL_. MIN. 24" BEFORE is zZ ANOTHER STEP 8"x12" THICKENED o O SLAB W/ (1) #5 CONT.CD W/ 3" COVER TYP.z X O °° a (L GRADE ,>. ° I d . i�17 W d°'°:° =I I I ° ' a ° ,' VERIFY PLAN DETAILS -1 1- w I I- o a ` "' " """" ' 'a FOR REQUIRED #5 I- CONT. BARS. MAINTAIN 3" COVER TYP.-1 YP.z ®1i91111/� ul co 11-11 = I I I I TI 16" MIINI — 16" MIN. ��® f� ®+`® o0 -III--I I — _+---- w �,.,. a.•®® ®® ®��� �® W O t l L -I I 1=1 I I -III- BEND EACH CONT. #5 ��. t� °®�i`� VERIFY PLAN DETAILS Z FOR REQUIRED #5G, c°i a, �� '�• _ CONT. BARS. MAINTAIN BAR AT STEP DOWN, ®®� �y 0 CLEAN COMPACTED OR INSTALL #5 HOOK �, Lu ®w Co uu O o �► _ J 3 COVER TYP. Q .0 �- ' Q BARS FOR EACH CONT. .. a to FILL @ 95% STANDARD BAR. LAP REBAR PER z O ®® 0 � Z - DENSITY DETAIL MD08 ON ®(y 06%so, X0000 �J�` w } O LINTEL PLAN �o®F✓ �,�`` m LL fi FO TYPICAL STEP FOOTING DETAIL `'�®/fill 3/4"=1'-0" 3/4"=1'-0" p O U rn I- (1) #5 FROM FTG. TO O X STEM WALL (1) #5 FROM FTG. TO NUMBER/ SIZE OF BARS SEE STEM WALL HEIGHT 1 -STORY CHAIR COURSE z SPACING (O.C.) (D IN STEM WALL DEPTH WIDTH DEPTH WIDTH w �� E c=n r 8 _ BOND BEAM IN FULLY MATCH D CELL 8" - 40" FLOATING SLAB 16" BOND BEAM IN FULLY 20" SCHEDULE FOR FILLED SPACING PER PLAN AT SHOWER SLAB 0 W F- ( 2 #5 BAR FOR R ONE STORY R W O 48" - 64" 10" 20" 10" 20" (3) #5 BARS FOR TWO STORY 40" < GROUTED CELL. SEE USE � " USE MIN. 1/2 x4 CONT. GROUTED CELL. SEE 10" CELL SPACING, 10" 30" ELEVATION W/ (1) #5 32„ Q o d MD08 ON LINTEL PLAN �. FIBER EXPANSION 7 1 MD08 ON LINTEL PLAN FOOTING SIZE, & LL CONT. Q m O MASONRY WALL FOR SPLICE �i 1 JOINT BETWEEN SLAB I�. FOR SPLICE INFO. REINFORCING p W.WMa SEE PLAN INFORMATION &CMU. WHEN STEM I KNOCK OUT COURSE j OPTIONAL CURB BY 0 11 0 0 = Lu I-- O MASONRY WALL I WALL IS GREATER " W/ (1) #5 CONT. Q a BUILDER _jaZc°� rr (1) #5 FROM FTG. TO SEE PLAN I W THAN 4'-0" TALL REFER I'. a 0- ' F w��a�Q.. C4 1 TIE BEAM MIN. 25" 0 ry CHAIR BLOCK TO DETAIL SF18 #I a " to F.F. H LU p- STRUCTURAL ENG: BAD - -- _ .. ---- U CONC. SLAB PER SPLICE GROUT CELL CONCRETE SLAB PER I COURSE AT FINISHED 'I ° I` ° w FOUNDATION PLAN SOLID PER PLANS FOUNDATION PLAN I'. SLAB ELEVATION W/ (1) :. . MASONRY WALL O e I #5 CONT. I VARIES e d SEE PLAN z 4: : d ,' e.. =v C/)VARIES 0 SEE LAN z SEE PLAN :.I,°' - _ _ - -_ 4.. Cl)0 — — _ — e °. GRADE � o . . °' V BAR, ONE FOR EA. W - _ ° d _ - SEE STEM WALL =1 =III= I I ." - - - - - - _ _ a d . a. a I - - - - SEE STEM WALL .._.._ .-. � .. �, GRADE o0 - - :1 CL ° d.,' °' a., eI HORIZONTAL CONC. SLAB PER v z. III - -I_..._— ,= e�. '_ _ SCHEDULE FOR FILLED -II===I I I I --.I I I= -I=_- I- I-I� I w ' ° SCHEDULE FOR FILLED 4, =1 I I=_ I I - 1= 11= I I- 1= I =1 I_, I—_=1 I I—I I- CELL SPACING, I I =— I I 11= I; ; I I _ — I _ I REBAR, TYP. U.N.O. ° ° = I - =1 =III _=III= 1= I I =1 U) V °, .° a. a . - A - ° Q. •Ia ..° FOUNDATION PLAN I— ° CELL SPACING, _ REBAR ON ° I' I I O _ _ I I_-_ I I FOOTING SIZE, & z FOOTING SIZE, & =I I -_I= a Z I -� I=I I (I=I I= = I- *' "' -III _ _ _ =I I I I= I=I_I= I = REBAR ON CHAIRS PER © I'. I _ W d 111111111 ......� ' --- -III III- I - IN I REINFORCING I I I. I =I - T I= I I I CONC. SLAB PER Q de. (2) #5 BARS CONT. -III 111= I I I I =1 I I 1= I = I =III = CHAIRS PER a - A STEM WALL o I I- _ FOUNDATION PLAN z —1 I —I I— I I - +." • �.4 :. •: SLOPE W/ 3" COVER TYP. 8" 8" 8" 8" _III= I- STEM WALL :- �_ _ ""`111-11 SCHEDULE _ ° °' Lai. '•A. ^I I" CLEAN COMPACTED z — �. — •° I I I I FILL @ 95% STANDARD to SCHEDULE I _w , •.. - I I^ PER MFG ` '' SLOPE EXT. SURFACE CLEAN COMPACTED �= w - W II °e °' - I ; - w a. OR GRADE 1/8" PER FILL @ 95%STANDARD , - I I=I_= I I = o I— _I= I=I-I-�I-III _I I_ DENSITY FOOT AWAY FROM DENSITY CLEAN COMPACTED = _ - = CLEAN COMPACTED _ _ _ = I I- WIDTH- I- I -- REBAR ON CHAIRS --- - - - - FILL @ 95 /o STANDARD _I WIDTH - -I FILL @ 95% STANDARD 1- -WIDTH —I I --I i I -III- p u BUILDING ° - I I I I = — I— —I - _! ,� WHERE 2ND STORY OCCURS, FTG DENSITY I � - I ' DENSITY i PER STEM WALL U ' 1/2 FIBER EXPANSION SHALL BE 1'-4" WIDE W/(3) #5 BARS hI I =I I TI I I= 1-=111=111-11 = = SCHEDULE C] W AS REQUIRED -III—I i I -III ---I z TYPICAL CORNER BAR DETAIL (TOP VIEW) AF11�EXTERIOR DOOR POURED SILL F1 FOOTING AT INTERIOR BEARING WITH CMU SFO1 TYPICAL EXTERIOR FOOTING SF02 TYPICAL GARAGE CURB FOOTING rSF03� FOOTING @ SHOWER @ MASONRY W 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" E V, A o SEE PLAN FOR STAIR 2x BEARING OR NOW COLUMN AND BASE COLUMN LL U LOCATION. IF BEARING WALL, SEE CONNECTION PER LOCATION PER 0 ° - - - - - I OPTION OVERHANG FORM/POURED FRAMING PLAN FOR 2 1/4" LSEE PLAN OCATION. STAIR PLAN TYPICAL DESIGN PLAN o U a o PROVIDE (1) #5 AT MORE INFO REFER TO MIN. 2" CLEARANCE ® FILLED CELL SHOWN NOSE OF EACH STEP, 2x P.T. BOTTOM PLATE FORM/POURED FOR GRAPHICAL (1) #5 CONT. PER PLAN MAX. (4) TREADS PROVIDE (1) #5 AT FOUNDATION PLAN FROM FACE OF REPRESENTATION (1) #5 CONT. PER PLAN FOR FOOTING PAD CONCRETE NOSE OF EACH STEP, 4 ONLY. REFER TO W/ 1-1/2" MIN. COVER SIZE AND REINF. AT TO COLUMN BASE - - - - - - ® (2) #5 W/ 6" TOP COURSE CHAIR MAX. (4) TREADS COLUMN LOCATIONS CONNECTOR DOWEL PLACEMENT CONC. SLAB PER EMBEDMENT BLOCK AT FLOATING SLAB CONC. SLAB PER GARAGE PLAN FOR REQUIRED iv FOUNDATION PLAN @ 12" O.C. CONC. SLAB PER USE MIN. 1/2"x4" CONT. FOUNDATION PLAN �r MASONRY WALL FOUNDATION PLAN FIBER EXPANSION - - - - - REINFORCEMENT ;.;.: 4. ,.. J JOINT BETWEEN SLAB '.:''•: ;: TOP VIEW @CORNER — _ _— & cnnuCL (1) #5 VERT. IN GROUT — — +•1. 1 #5 VERT. IN GROUT __ — a (2) #5 W/6" — '•' w L_ O _ -` FILLED CELL @ 72 - '; j FILLED CELL@ 72" O.C. EMBEDMENT @ • ^ a Q CONC. SLAB PER GARAGE WALL O.C. MAX. & TYP @ _ - (- :;:� - w - i — I' I12" O.C. (1) #5 STANDARD ---� - I I=III :�,�, z MAX & TYP AT EA. a _ FOUNDATION PLAN BEYOND EA. CORNER &COL. _= I I -=I - w (I=I = L - - HOOK FROM STEM I=1 I 1=� =III � , _ CORNER AND COL. WALL TO =I I (=I_I=I I— `t z z 0 LOCATION FOR WALLS -III-=III= I= _ U LOCATION FOR WALLS =III=- r. EACH VERTICAL FOOTING PAD - - - W W N 00 DRIVEWAY BY �.` BUILDER- CONCRETE <40" TALL. SEE _El I = (_- I ( <40 TALL. SEE I_) _ i (I (—I I=I_I.- 4 _,..,�.-.._. - I - •' �� - - I' LOCATION. SPACING i „. I— M OR PAVERS STEMWALL SCHED. IF I= =I 1=1 I STEMWALL SCHED. IF _) 11= ° d • a .' ' ° - - = WALL IS TALLER. =I =I I =I I I GRADE WALL IS TALLER. = I v - -_ - - PER SCHEDULE:<I GRADE AWN " ° ° CLEAN COMPACTED _ I - CLEAN COMPACTED - _ - CLEAN COMRACTED - I ° I— - —I I ' o STEM WALL SCHEDULE FOOTING DIMENSION O X STEM WALL T' NUMBER/ SIZE OF BARS MAX. FILLED CELL HEIGHT 1 -STORY 2 -STORY w SPACING (O.C.) (D IN STEM WALL DEPTH WIDTH DEPTH WIDTH w �� E c=n r 8 _ (2� BARS OR ONE STORY MATCH D CELL 8" - 40" 10" 16" 10" 20" ) #5 BARS#5 FOR TWO STORY SPACING PER PLAN M 1-- OQ <W YO - ( 2 #5 BAR FOR R ONE STORY R W O 48" - 64" 10" 20" 10" 20" (3) #5 BARS FOR TWO STORY 40" < (3)#5 BARS FOR ONE & TWO 72" - 80" 10" 30" 10" 30" STORY 32„ FILL @ 95% STANDARD I - - # . - - FILL @ 95 /o STANDARD _ SEE DOWEL PLACEMENT - _- -I - DENSITY i I I= I = -''- I -I I FILL @ 95% STANDARD _ L I- DENSITY I I =I I= - _ I= EXTEND REBAR ABOVE ° -_ -I I CLEAN COMPACTED _ _ a z; DENSITY z o (_ =III ;,.1 -I I I SLAB PER MIN. LAP PLAN FOR F.C. SPACING `=I = I I I =I =I I - I' FILL 95% STANDARD SEE STEM WALL -I I-= 1' < ' < -W' (Q _ SEE STEM WALL -°° °. =W I SEE STEM WALL - - �" ° =W _ _ SPLICE AS REQ'D. ABOVE SLAB LEVEL III -1 I =III III " DENSITY SCHEDULE FOR FILLED I I—I=I d I p, I_ SCHEDULE FOR FILLED I ( - I -o I I SCHEDULE FOR FILLED I I=I I (- a I I—p I-Itz AT EXT. WOOD WALL CELL SPACING, -I I --III -- - _ _ CELL SPACING, - _ 1 IN_ CELL SPACING, (I I--` I I - - _ LOCATIONS: VERT. 8.. 8 x 8 THICKENED ' I__ I WIDTH - =-i I- -, , - EDGE W/ (1) #5 CONT. FOOTING SIZE, & _ I (-I WIDTH I I -I I FOOTING SIZE, & FOOTING SIZE, & I I-_ -_WIDTH I ( I I-II BARS TO TERMINATE W/ 3" COVER TYP. REINFORCING -) - - - I I REINFORCING i -I REINFORCING I - _ - = I I— @SLAB LEVEL EXTERIOR SHORING/ I - I BRACING TO BE it I I� i it i I PROVIDED BY ISF04 THICKENED EDGE @ GARAGE DOOR SFO STEM WALL FOOTING @ PORCH SF06 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 3/4"=1'-0" ELEVATION W/ (1) #5 I BLOWOUTS/ CRACKS CONT. I DURING BACKFILLING CONT. STEM WALL WOOD POST. PER I 3 NOTE: NOTCH IN FOOTING BEYOND TOP (2) #5 x 4'-0" PVC OR SCH40 SLEEVE PLAN FOR SIZE& BASE CMU MASONRY PIER/ FOOTING IS NOT TO CENTERED AT PIPE CONNECTION SEE ELEV. FOR OR COLUMN W/ (1) #5 BE DIRECTLY BELOW ° PENETRATION BLK WIDTH GIRDER OR VERTICAL @ EACH I PLAN VIEW NOTCH SEE NOTE 7 FOR ' ... � err.'. � �.� . e a a a CORNER. INSTALL �: \ REINFORCEMENT ADJACENT TO AN �. F- _°'' d CHAIR BLOCK AT TOP I i I -I i = _ ° .• \ PENING WITH A w I _ - = I 1 COURSE AND GROUT CONC. SLAB PER PLAN GIRDER ABOVE °` o I— I I= =- =I I— I d �. SOLID. REFER TO - IF W.W.M. IS USED, -_- —I ( �•� \\ d DESIGN PLANS FOR TIE TO #5 CONT. IN 3" MIN COVER -I - ° = ° I • SIZE AND LOCATION CHAIR BLOCK _I I -_ 11 INSPECTION VERIFY WITH °° g -=I I (- 'd 4 ° - - =I I - CONC. SLAB PER I d a ° I';. IF STEMWALL TALLER = C7 I = CLEANOUTS REQ'D a ° d _ REFER TO - ( FOR STEMWALLS > 40" CHART---_ _ I I I I= FOUNDATION a FOUNDATION PLAN THAN 48 #4 TURN _ = r STEMWALL PER PLAN _I i I=I (I I=III= = I - PLAN I •< I FOR FOOTING PAD BARS REQUIRED = I J I = GRADE \\ SEE FDN. 1— NOTCHED FOOTING CONDUIT -I_ III- °: ° SIZE AND _ PLAN FOR a .. TOP (2) #5 x 4'-0" I SIZE & REINF: I a °° 4' a °.:' REINFORCEMENT AT I l i I =I I w I I= �' I I= I l i LAR TO FND CENTERED AT PIPE . I_IIP°vI -cI DI -=RI sc-H4oTISLEEVE da I COILU_IIMN LOCATIONS PIPE CUPENETRATION CLEAN COMPACTEDGRADE TOP (2) #5 x 4'-0" 5/STANDAR PVC SLEEVE A/C CENTERED AT PICLEAN COMPACTED W/ p�N@I I — - -- I -II o CHASE . PVC OR SCH40 SLEEVE FILL @ 95/GRADE I= _ PENETRATION D STANDARD NOTE: = I � DENSITY = 4 a 1 I w DO NOT PENETRATE Q -=I I () CHAIR REBAR BY - STEM WALL AT FILLED BUILDER =IIICELL LOCATION HOOK FROM STEM EE STEM WALL ' =III e �''� ° III= ) I I=I I III= I = I I -III=III I ( =III- WALL TO FOOTING PAID �'' �' °° SCHEDULE FOR FILLED SEE STEM WALL 3" COVER TYP. EACH VERTICAL CELL SPACING, SCHEDULE FOR FILLED _ _ _ _ SEE FDN PLAN --- ; - ° a d LOCATION. SPACING WIDTH FOOTING SIZE, & CELL SPACING AND WIDTH __ I =_ I ...... • ' I—I I I = =---III= -III- I FOR SIZE I I =I I —I I I—I I PER SCHEDULE �1�-�' 1 I I-III—III=I &REINF. I= I I I _� — I ° ' ° _=I I REINFORCING FOOTING SIZE TYPICAL FOUNDATION PENETRATIONS I I i=1 I hI I I=III (S!7�08 MASONRY COLUMN AT ENTRY STEM WALL SCHEDULE 3/4"=11-0" PIPE VERTICAL THRU FDN PIPE PARALLEL TO FND 3/4"=1'-0" 3/4"=1'-011 --- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited U) G O X Q T' w Z w Z (D D U UJ ti LU z...'.." w �� E c=n r 8 _ v ¢z- r- U_p Z M CD .—. h _j C/) w0 W Q O F 0 � CIO J(/)Mo>o8 0 z � U) pC M— 9 M 1-- OQ <W YO - III W O Q wM W I- w v a h Z 0 LU z...'.." O M < LI. z o d cwn LL m O o W.WMa o j 11 0 0 = Lu I-- O z Q _jaZc°� rr W 00 a 0- ' F w��a�Q.. C4 0 0 ry to LU p- STRUCTURAL ENG: BAD - -- _ .. ---- U DRAFTING: W �= STRUCT: TW QC CHECK EA JOB No DWH-0204742 QSCALE AS INDICATED z DATE. 3/26/18 W p W CONT. BOND BEAM W/ q (1) #5 REBAR @ TOP (1) #5 FROM FTG. TO BOND BEAM SPLICE TO BE MIN. 25" GROUT 3/4"=1'-0" CONT. 1/2" X 10" FIBER EXPANSION 8" DEEP X 12" WIDE WHEN STEM WALL THICKENED EDGE HEIGHT IS 4'-0" OR W/ (2) #5 TALLER: CONTINUOUS BARS m #5 90 -DEGREE HOOK W/ 3" COVER, TYP. r j BAR W/ 30" Ov a•,I'. PROJECTION INTO SLAB & HOOK PER REBAR SPLICE "". ':'°.: • •"". I'. SCHEDULE @ EA. 00 STEM WALL FILLED CELL. STEM WALL —III` V-011 FILLED CELL SPACING i PER STEM WALL _ III -III -1 I I CLEAN & =1� I SCHEDULE. COMPACTED FILL @ BUILDER MAY 95% STANDARD ALTERNATIVELY DRILL DENSITY & EPDXY (1) #5 BAR W/ 30" PROJECTION INTO SLAB AT EACH FILLED CELL LOCATION WITH SIMPSON SET EPDXY OR EQUIVALENT, 5" MIN. EMBEDMENT. ALTERNATE SLAB TO WALL CONNECTION 3/4"=1'-0" NOT USED PRIVACY WALL SCHEDULE FOUNDATION FOOTING CELL SOLID WALL HEIGHT (WIDTH x HEIGHT) REINFORCEMENT SPACING MASONRY WALL 'S � i�, 0'-0" to 4'-0" SEE PLAN a: U) ♦♦^^ V, PAVERS OR GRADE - z a f1 (3) #5's CONTINUOUS EQUALLY SEE PLAN _ 2'-0" x V-0" SPACED & 3" COVER, W/ (1) #5 56" O.C. CLEAN COMPACTED a ° TRANSVERSE BAR @ 12" O.C. FILL @ 95% STANDARD w Z 5'- 1 to 7-0' 2'-6" x 1-41 DENSITY > 0 , � TRANSVERSE BAR @ 12" O.C. CONTINUOUS FOOTING o � U) o SLOPE SLOPE 0 CENERED ON CMU GRADE SPACED & 3" COVER, W/ (1) #5 �� WALL ABOVE WITH TRANSVERSE BAR @ 12" O.C. a FOUNDATION SIZE AND Z REQUIRED REINFORCEMENT PER I— f PRIVACY LLu E SCHEDULEALL W' I I III( - • • °' .V a .. •. O - I III [� z ¢ O Q M C J to 0 _"MW == HEIGHT PER PRIVACY --I b;iIDTH PER PRIVACY WALL SCHEDULE 0 0 W WALL SCHEDULE I— 3F09 PRIVACY WALL FOUNDATION DETAIL 3/4"=1'-0" CONT. 1/2" X 10" FIBER EXPANSION 8" DEEP X 12" WIDE WHEN STEM WALL THICKENED EDGE HEIGHT IS 4'-0" OR W/ (2) #5 TALLER: CONTINUOUS BARS m #5 90 -DEGREE HOOK W/ 3" COVER, TYP. r j BAR W/ 30" Ov a•,I'. PROJECTION INTO SLAB & HOOK PER REBAR SPLICE "". ':'°.: • •"". I'. SCHEDULE @ EA. 00 STEM WALL FILLED CELL. STEM WALL —III` V-011 FILLED CELL SPACING i PER STEM WALL _ III -III -1 I I CLEAN & =1� I SCHEDULE. COMPACTED FILL @ BUILDER MAY 95% STANDARD ALTERNATIVELY DRILL DENSITY & EPDXY (1) #5 BAR W/ 30" PROJECTION INTO SLAB AT EACH FILLED CELL LOCATION WITH SIMPSON SET EPDXY OR EQUIVALENT, 5" MIN. EMBEDMENT. ALTERNATE SLAB TO WALL CONNECTION 3/4"=1'-0" NOT USED PRIVACY WALL SCHEDULE FOUNDATION FOOTING DOWEL WALL HEIGHT (WIDTH x HEIGHT) REINFORCEMENT SPACING (3) #5's CONTINUOUS EQUALLY 0'-0" to 4'-0" 1'-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. ♦♦^^ V, TRANSVERSE BAR @ 12" O.C. a, Av.� k a (3) #5's CONTINUOUS EQUALLY U_ O 4'-1" to 5'-0" 2'-0" x V-0" SPACED & 3" COVER, W/ (1) #5 56" O.C. a ° TRANSVERSE BAR @ 12" O.C. � (4) #5's CONTINUOUS EQUALLY 5'- 1 to 7-0' 2'-6" x 1-41 SPACED & 3 COVER, W/ (1) #5 32 O.C, TRANSVERSE BAR @ 12" O.C. o � 0 (5) #5's CONTINUOUS EQUALLY 0 7'-1" to 9'-0" V-0" x 1'-4" SPACED & 3" COVER, W/ (1) #5 24" O.C. TRANSVERSE BAR @ 12" O.C. a FILLED CELLS TO BE EACH WALL CORNER, WALL HEIGHT TRANSITION AND END OF WALL, THEN SPACED AS INDICATED ABOVE PER HEIGHT OF WALL MASONRY COLUMN (8"X8" SHOWN) OR WALL PER PLAN PAVER EDGE°.. CONFIGURATION COLUMN AND BASE ----�, WOOD COLUMN PER 4" BRICK w/ BRICK TIES CONNECTION PER COLUMN PLAN SEE FRAMING STAGGERED @ 26" PLAN TYPICAL 8" 10" LOCATION PER PLAN FOR REQ'D POST O.C. HORIZ. & 16" O.C. (1) #5 CONT. BAR BRICK SOLDIER (2) #5 CONT. BARS DESIGN PLAN SIZE &BASE VERT. ON CHAIR. COURSE. REFER ON CHAIRS. MIN. MIN. CONNECTION CMU BASE W/ (2) #5 TO DESIGN PLANS CENTERED BELOW B MIN. CLEARANCE . FBETWEEN FACE OF CAP/ ROWLOCK PER �' � VERTICAL FILLED SHOWN @MASONRY COLUMN "� SOLID. SEE ELEV. FOR GEOTEXTILE BY CONC. SLAB PER CONC. SLAB PER COLUMN BASE ARCHS°. BASE SIZE CONNECTOR TO EDGE CONC. SLAB PER COLUMN CONDITION q FOUNDATION PLAN . � : (1) #5 CONTINUOUS @ SLOPE OTHERS, TURN UP AT FOUNDATION PLAN OF STEP IN CONCRETE FOUNDATION PLAN I i SLOPE TO OUTSIDE AWAY @ SIDES z SLAB TOP OF STEM WALL WALL GRADE OR CONC. A' �° ' 11 � YT •':, , .... • AROUND PERIMETER MIN. 1/4 EA. SIDE CONDITION ° ., .::: .:`•. ; .. PAVERS W/ MIN. 2 3/8 d " <°' r " OF THICKENED EDG MI WALL U.N.O. ON �� <. ,.; z — :..,. ' - z (2) #5 CONT. w/ 3 a -------,► ao — I , .. �;.;.: 00 COVER TYP. FLASHING, GROUT PLAN THICKNESS, PER PLAN. FOLLOW MFR'S. _ _ _ _ _ _ r SOLID BELOW GRADE I'I WRITTEN O =91tf <• N - Z 1 #5 STANDARD I— I ,�. w (1) #5 STANDARD — °e' 4 ° E WEEP HOLES @ 24" •.:;:. �:� : "•. '` ' w;;;' `;.' ,;; ,:;`.' SPECIFICATIONS FOR HOOK FROM STEM=I •... J HOOK FROM STEM I I �= I I=I I _ - — 1.. g ° q, O.C. PAVER INSTALLATION WALL TO FOOTING PAD I=MIN. _ I ( 1 -'' WALL TO FOOTING PAD - I I= 8 _ I I -I a' w ° °010 EACH VERTICAL 4 �': ¢ MIN. — I• w p co I I : ° a 9:..Il.ar 1 TO 1 1/2 (BEDDING LOCATION. SPACING =I I = =MIN. ,.•.� EACH VERTICAL — (—� _ a Qd: `, �.° ®rrrr�ll��/eao®o� — I — SAND) IE y,f LOCATION. SPACING �— ..f I I L : 20 @ �d �`i®� ®.. .���®, ° I PER SCHEDULE =III = I I=I_= I " oo ui co s z COMPACTED = ° ' PER SCHEDULE .'° ' GRADE I I- MASONRY . ' ®. . ,`� �,. a TROWELED ° ° �- CLEAN COMPACTED = I=I I GRADE =I —_=III I I .'ate °®• ®®® o �°,U� - 00 CONCRETE co = w �, AGGREGATE BASE ° I= -III=I I ' — CLEAN COMPACTED _ = I I—I I = _ - I- p I MIN_ 4 FILL @ 95 /° STANDARD _ — _ — I I— = I z FILL @ 95% STANDARD — __ "� z 8 COL. U.N.O.- ; c GRADE W IT ��� o a� (HIDDEN) EDGE �'.a I_ DENSITY -) I I=I I = __ -lt+: = DENSITY I —I I— — = z IAe ® O p_� W z RESTRAINT I —III -I = I` .a. — _ _ = I =H: I I- =I I z^— � 4 (I I� I_I ®� F- EZ C Q U Cid WIDT — I —III= I ,.� -I I ( —� a SEE STEM WALL� o — s? SEE STEM WALL. . > 0® �.© -a SEE STEM WALL = I (= I °:' I I=I I =W III=_=I 4 _ w I ° � 1 i o t0�'® C ¢ — I W III= SCHEDULE FOR FILLED a s..,�. �" °.. ep / SCHEDULE FOR FILLED a SCHEDULE FOR FILLED — ° I d, .o ®®® `• •z' W 0 GEOTEXTILE AS _ _ _ _ __ CELL SPACING, CLEAN COMPACTED CELL SPACING, I -I_ — III_ _ CELL SPACING, III=I I — -- p �- z ��,� '-p °®•.®®� t�.`. z — o REQUIRED TURN UP I— —WIDTH _ �— _ —WIDTH _ FOOTING SIZE, & WIDTH 0 ej ®, ¢ FILL @ 95% STANDARD FOOTING SIZE, & _I I -I -- III` =I I FOOTING SIZE, & _I I— — I _—I AT SIDES OF BASE _ =I I REINFORCING —� (I-- — = -I I REINFORCING o 'j,®,r�'I Pr®r® DENSITY REINFORCING —� I I— — W ll SFOUNDATION DETAIL AT PAVERS/ GRADE SF13 STEM WALL @ PORCH W/ SOLDIER SF14 STEM WALL @ PORCH W/ SOLDIER & CLMN. rSF MASONRY COLUNN W/ BRICK VENEER F11 3/4"=1'-0" 3/4"=1'-0.. 3/4"=1'-0.. 3/4"=1'-0" p O U I 0 z w 0 Z) Q m 0 a O LL W 2 W O z O Z 0 O chi EL W V O W ¢ 0 rn w a 0 U � ¢ W COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W ° Q. z U ♦♦^^ V, a, Av.� k a U_ O .�. a ° � ui o � 0 0 0 a Z to� (' I— LLu J r� W' �... W Cj H E zScor 0 d• `- 8 N W 0 ¢O [� z ¢ O Q M C J to 0 Lu0 J m W W La o 8 J Z --I _¢ 0 0 W O I— I— Z W¢¢20 C) O W 0W CL � � M W W � Z O V o r 0 9 z M p. 0 N M ¢ L.L z E ❑ UjW OC1 0 o Z WW or) Q D M o =W0� Ya-(°) F_ a Wcoa(- w��a� �ZSr _ ❑ z (, N o Q W cp --- z 0-0LLWst — %_.1 W STRUCTURAL ENG: BAD U) DRAFTING: W -STRUCT: TW QC CHECK: EA U JOB No. DWH-0204742 SCALE: AS INDICATED DATE: 3/26/18 t- z W D U7 W S11 I- CONTRACTOR TO VERIFY AT CORNERS PRECAST "U" METAL LATH OR WIRE SCREEN THE GROUT IS LEVEL PROVIDE LINTEL W/ 3000 OVER COURSES NOT REQ'D WITH TOP OF BLOCK FOR STANDARD #5 psi CONC. PER TO BE FILLED. (SHEET METAL PROPER TRUSS/ FLOOR HOOK BAR. LAP LINTEL PLAN. IF & PAPER FELT PROHIBITED) SYSTEM BEARING (MIN 3") OTHER BARS INTO REBAR IS ^_____��------- Z a w w IL I- O w 0 Q CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' ° dr.' d4 Q -e'er. UJI c .•. .' v', '. . v ,, d. •' a C) L�A �� �.. • .a.r, a s a fir° J LL LL4 NOLLE a BOTTOM STEEL IN LINTEL IF ° �k M coo w INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER M008 u I ° a e ;° ROUGH OPENING PER PLAN — ' d 4. TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR ``— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" (2) 2X8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2X8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. X 2-3/4" TAPCONS OR EQUAL INTO MASONRY & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) -ROWS 10d NAILS STAGGERED @ 6" O.C. AND MIN 2" FROM ENDS. SEE PLAN FOR TOP OF WALL AND LINTEL INFO y LINTEL PER PLANS -17 TRANSOM OPENING FRAME INFILLAROUND� WINDOW BY BUILDER SEE WF01/SD2 FOR I MORE INFO SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE OF OPENING U.N.O. DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS GRADE 40 GRADE 60 BAR SIZE BEND O � ,, rr LAP SPLICE BEND 0 r° ° . NO -SHEAR WALL T OPENING "At' TYPI ° 1.e L SEGMENT lixf 10131V .,c„ a #3 17/8 41/4 7 15 A. 'a 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR ``— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" (2) 2X8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2X8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. X 2-3/4" TAPCONS OR EQUAL INTO MASONRY & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) -ROWS 10d NAILS STAGGERED @ 6" O.C. AND MIN 2" FROM ENDS. SEE PLAN FOR TOP OF WALL AND LINTEL INFO y LINTEL PER PLANS -17 TRANSOM OPENING FRAME INFILLAROUND� WINDOW BY BUILDER SEE WF01/SD2 FOR I MORE INFO SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE OF OPENING U.N.O. DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH ° . NO -SHEAR WALL T OPENING "At' TYPI AL SHEAR WA L SEGMENT lixf 10131V .,c„ a #3 17/8 41/4 7 15 21/4 TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 psi CONC. w/ (1) #5 DIA. REBAR ``— STD. 90 DEGREE ANGLE 3000 psi CONC. w/ (1) #5 DIA. REBAR 8" x 8" x 16" CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM w/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = V-0" (2) 2X8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2X8 SYP #2 P.T. HEADER TO MASONRY WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. X 2-3/4" TAPCONS OR EQUAL INTO MASONRY & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) -ROWS 10d NAILS STAGGERED @ 6" O.C. AND MIN 2" FROM ENDS. SEE PLAN FOR TOP OF WALL AND LINTEL INFO y LINTEL PER PLANS -17 TRANSOM OPENING FRAME INFILLAROUND� WINDOW BY BUILDER SEE WF01/SD2 FOR I MORE INFO SEE DOWEL LAYOUT PLAN FOR FILLED CELL INFO. MIN. (1) IS REQ'D ON EITHER SIDE OF OPENING U.N.O. DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS GRADE 40 GRADE 60 BAR SIZE BEND O LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 "At' „B" licit "D„ lixf 10131V .,c„ "D11 #3 17/8 41/4 7 15 21/4 41/4 91/4 18 #4 21/2 5 5/8 91/2 20 3 55/8 121/2 24 #5 31/8 7 113/4 25 33/4 7 151/2 30 #6 33/4 81/161 14 30 41/2 81/16 181/2 36 #7 43/8 9 13/16 16 1/2 35 1 51/4 9 13/16 213/4 42 16-0" 0M 2'-4" 2'-4" 21-411 PRECAST LINTEL LOAD TABLE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED MAN. CAST -CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE -CRETE, QUALITY, AND LOTTS STANDARD LINTEL NOTES STANDARD LINTELS "LEAR OPENING 8" UNFILLED 8F8 -1B / 8F8 -0B 8F16 -1B / 8F16 -0B 8F24-1B/8F24-0B 8F32 -113/13F32-013 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 u 0 V-6" 2231 3069/3069 6113/6113 8974/8974 10000 / 10000 2'-2" 1783 3069/3069 6113/5163 8974/8054 10000 / 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 8825/4692 6-2" 488 991/991 2661/2143 5681 / 2698 6472 / 3685 7'4" 416 752/699 1843/1625 3486/2602 6390/3302 8'4" 354 726/699 1843/1625 3486/2255 6205/2885 V-21' 315 618/535 1533/1247 2781 /1946 4754/2489 10'-0'" 292 567/454 1366/1277 2423/1770 4006 / 2263 10'-8" 277 492/352 1254/1132 2193/1567 3552/2003 11'-21" 255 471 /352 1075/1075 1838/1567 2883/2003 12'-0" 239 418/297 1075/1045 1838/1446 2883/1848U 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 C 18'-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 PSI. ` 2. fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 f = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. u 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. u -4 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW C RELAXATION. 7/32 WIRE PER ASTM A510. , C ` 20'-0" 0 180/0 598/0 1024/0 1441/0 20'-8" 0 145/0 550/0 981/0 1376/0 22'-8" 0777—F-110/0 450/0 824/0 1 1147/0 RECESSED LINTELS -FILLED HEADER THE NEXT DEPTH DOWN. CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-0B SR22-1B/8R22-OB 2'" 1694 / 1694 3725 / 3280 5499 / 5421 2'-8" 1425/1425 3343/3280 4933/4933 3'-0" 1230/1230 2769/2769 4085/4085 LINTEL DESIGNATION SCHEDULE 3'4" 1081/920 2769/1716 4085/2839 4'-4" 846/833 2121/1716 3127/2839 MARK LINTEL REQUIREMENTS F =FILLED WITH GROUT a U = UNFILLED C R = RECESSED & FILLED WITH GROUT C QUANTITY OF #5 REBAR @ 0 BOTTOM OF LINTEL CAVITY u 81716-113/1T F u �—QUANTITY OF #5 REBAR AT TOP 5'-41' 664/572 1761/1761 2595/2595 6-4" 526/434 1539/1539 1329/2267 7'-4" 480/322 1334/1334 1964/1552 O 8R6-1B/1T 8'-41' 415 / 235 1152/1152 1694 / 1552 7-5/8" ACTUAL IN LINTEL (VARIES) Q 8F8-1B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR OC 8R14-1 B/1T LINTEL PLAN a p JA ° #3=2Y2' v#4=2Y2" d .° #5=2Y2" i`4 ,` P #6 = 3" a"Bit LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK 4DO8 REBAR SPLICE DETAIL SCALE: 3/4"= V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ��r�r�rrrrr�®*4 Uj O 8F16-1B/1T 0000, NOMINAL HEIGHT C ®OkC� Y 0 co v- Ca (� ®� oo ® ...J � � J TYPE DESIGNATION NOMINAL WIDTH U O 8R14-0B/1T C a U �. o w 0 81716-06/1"r a 1-1/2" CLEAR U CL -j C < 81720-16/1"r _#5 REBAR AT TOP MIN. (1) REQ'D 0 H 81720-OB/1T U •.-i�Q ¢ C.M.U. F L[GR 8R22-1B/1T gOUT8F24-1B/1T z#5 u REBAR AT BOTTOM OF LINTEL cm CAVITYa 8R22-0B/1T �I�IBOTTOM REINFORCING PROVIDED C 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24-OB/1T 8" NOMINAL WIDTH FILLED < O 8R30-1B/1T C, a Ou P 81732-1B/1T 1-1/2" CLEAR a J C O 8R30-OB/1T °. _ #5 REBAR AT TOP MIN. (1) REQ'D C 0 8F32 -0B/1T Z C.M.U. O 8F38-1B/1T ` g' LBOTTOM 0 8F12 -1B/1T '- z p O 8F40 -0B/1T REINFORCING PROVIDED u 7-5/8" ACTUAL IN LINTEL (VARIES) 9 Ow 8178 -0B/1T 8" NOMINAL WIDTH UNFILLED O U SAFE LOAD TABLE NOTES u L 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED C LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2".SAFE LOADS FOR ALL C RECESSED LINTELS BASED ON 4" NOMINAL BEARING. IMUM 2. 0 = NOT RATED. C 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. U 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR a F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. C 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF 0 SUPPORT. C 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. Ll WALL LEGEND u 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY C HGT. W/ ARCHITECTURAL [ PLAN U.N.O. OR LINTEL LINTEL PLAN a p JA ° #3=2Y2' v#4=2Y2" d .° #5=2Y2" i`4 ,` P #6 = 3" a"Bit LAP SPLICE EMBEDDED STANDARD 90° HOOK STANDARD 180° HOOK 4DO8 REBAR SPLICE DETAIL SCALE: 3/4"= V-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. O F— CL CL 07 W 0 Ur° C �yo z z Z J � U) i Q J rn W J 06 w ZD to .- 8 W � QQp-M O i f0NmuJ.'00 y i LU z o g J = a 0 o Q W c (A 0P 2w a ~ J Z dawxZZ E F'— OU W o Q i WQ Ln i W �. o0o O � M i 04 i M J LL Fn � Q ' m O o W W W cM Q i J M 0W~�: _�•�Q W Z U wloa°- i Z.Q � Z p<I— )N .�.�..` w< w w i STRUCTURAL ENG: BAD ) DRAFTING: -STRUCT. TW j QC CHECK: EA ---- - --- - No. DWH-0204742 SCALE: AS INDICATED DATE: 3/26/18 S4 ��r�r�rrrrr�®*4 Uj 0000, ®OkC� Y 0 co v- Ca (� ®� oo ® ...J � � J 0%.jL1.1 � j Q U �. o w 0z o CL 0 U_ 100 < O F— CL CL 07 W 0 Ur° C �yo z z Z J � U) i Q J rn W J 06 w ZD to .- 8 W � QQp-M O i f0NmuJ.'00 y i LU z o g J = a 0 o Q W c (A 0P 2w a ~ J Z dawxZZ E F'— OU W o Q i WQ Ln i W �. o0o O � M i 04 i M J LL Fn � Q ' m O o W W W cM Q i J M 0W~�: _�•�Q W Z U wloa°- i Z.Q � Z p<I— )N .�.�..` w< w w i STRUCTURAL ENG: BAD ) DRAFTING: -STRUCT. TW j QC CHECK: EA ---- - --- - No. DWH-0204742 SCALE: AS INDICATED DATE: 3/26/18 S4 (2)2x6 SYP #2 BEAM TO SUPPORT STAIR LANDING FRAMING. SEE ST01/ST1 FOR ADDITIONAL LANDIN INFORMATION ATTACH BEAM TO MASONRY WALL USING HUC26-2 W/ (12) 1/4"x2-3/4" TAPCONS & (6) 10d NAILS (2)2x6 SYP #2 BEAM TO SUPPORT STAIR STRINGERS. ATTACH STRINGERS TO BEAM PER ST01/ST S13 19 2 @ 9--4" WALL LEGEND l = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL FIRST FLOOR FRAMING PL AN - 1/4"=1I NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND _o„ 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. IiiiiII11111 U X11111111111111 U� A° W o C4 $ z ° q O p o -jLjj cam' N z zoo ° . z O G Pip LL CL z Fnti LL. O CL H J� LL wJ=� o �W CO z 06 W P 0 5 E ti CD ¢ z [ C6 J o O ~ J J m N U)Xo>-o 8 h LLZ�ZwZE M Q U W Umoo Q �a c� �� IiiiiII11111 S5 U 0 A° , A,o C4 $ z ° N z zoo Lha z • Z o• m OJ z Fnti LL. O CL J� LL wJ=� o �W CO z 06 W P 0 5 E ti CD ¢ z [ C6 J o O ~ J J m N U)Xo>-o 8 h LLZ�ZwZE M Q U W Umoo Q �a c� �� W = — FU- Z LLJ O U) 00 W ~ S5 M N M Fnti LL. CO 0 U0 LL W W M Q U 0W��= Q W ~ �QZc° LU 00 CL < 13 n- z(DF- woaI<W o o_00.Wgt STRUCTURALENG: BAD DRAFTING: -STRUCT: TW QC CHECK: EA JOB No. DWH-0204742 SCALE: AS INDICATED DATE: 3/26/19 S5 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM O(3)2X6 PACING SPECIES (plf) O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN (3)12d (3)12d ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S (2)2X8 SYP #2 BUILT UP STUD COLUMN BW1 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER SHEET. NAILS NAILS UPLIFT COVER SHEET. BW2 16" SPF SP4 W/(6) SP4 W/(6) 570 plf MID -SPAN COVER SHEET. 3 ENGINEERED LUMBER COLUMN PER STRUCTURAL 10d x 1j' NAILS 1 Od x 12" NAILS HTS20 w/(24)1 Od x 12" NAILS 5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL BW3 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d 12" NAILS 570 p If 2rd. PT. 1/2" X 117/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET (3)12d (3)12d NO COVER SHEET BW4 12" SPF TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & r EPDXY ANCHOR WMIN. 7" EMBEDMENT NAILS NAILS 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. BW5 12" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 760 pif MID -SPAN BW6 12" SPF SP4 W/(6) 10d x *NAILS SP4 W/(6) 10d x 12" NAILS 760 If p Mrd. PT. BW7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN ui O W TO BEAM: SIMP. HUC410 w/(18)16d & o NAILS NAILS FRAME TO CMU 6280 BW8 16" SYP SP4 W/(6) 1 Od x 11' NAILS SP4 W/(6) 10d x 12" NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 2rd. PT. 1110 1235 13 10d x 121" NAILS 10d x 12" NAILS 2220 2470 BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN STUDS TO BEAM/GT 1235 1235 NAILS NAILS STUDS TO BEAM/GT 2980 BW11 12" SYP SP4 W/(6) SP4 W/(6) gg5 Of MID -SPAN LTT20B w/(10) 1 Od NAILS & $" EPDXY ANCHOR WSIMP. SET COLUMN TO FTG.OR 1290 10d x 12" NAILS 10d x 12" NAILS EPDXY MIN. 7" EMBEDMENT CMU BW12 12" SYP SP4 W/(6) 10d x 11' NAILS SP4 W/(6) 10d x 12" NAILS 885 plf 2rd. PT. BW13 16" SPF SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 280 pif MID -SPAN FRAME TO FRAME 3735 4350 @ 32"o.c. @ 32"o.c. BW14 12" SPF SP4 W/(6) 10d x 1j' NAILS SP4 W/(6) 10d x 11' NAILS 380 pif MID -SPAN SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 @ 24"o.c. @ 24"o.c. MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8 A.T.R. THRU NDARD BEARING WALL W/STRAPS NOTES Y w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. UMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL r S TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. ECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. P6 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' PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING z' 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 B W7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J -BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON-BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE, AT NON-BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24" o.c. AT 2 -STORY OPEN AREAS INSTALL NON-BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE WEITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE O(2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S (2)2X8 SYP #2 BUILT UP STUD COLUMN O44 SYP #2 P.T. COLUMN Q6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN (1)ply TRUSS (10)10d x 12" NAILS 3-1/2"x3-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL OP COVER SHEET. B2x10 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x5-1/4" COVER SHEET. (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. 3 ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. HTS20 w/(24)1 Od x 12" NAILS 5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL 1245 COVER SHEET. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. Q d 1/2" X 117/8" 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 & r EPDXY ANCHOR WMIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)E" 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 .1.31" x 22" 10d .148" x 3" 12d .148" x 34" 16d .162" x 32" 8d RING SHANK .113" x 2g" 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(Ib) 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)4"x24" H3.5x5.5 META20 w/(8) 10d x 12" NAILS FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 (2)META16 OR (2)META20 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25xl 1.25 Q (1)ply TRUSS (10)10d x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 B2x10 (2)ply TRUSS (14) 16d x 12" NAILS TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od (2)ply 1900 (2)ply 1900 NAILS & (18)4"x24" TAPCONS H1OA w/(18)1Od x 131 2" NAILS OR FRAME TO FRAME H10A 1015 H10A 1140 8'-0" TO 9'-11" (2)ply TRUSS H10A-2 w/(18) 10dx 12" NAILS 3 H10A-2 1070 H10A-2 1245 Q HTS20 w/(24)1 Od 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)4"x2a' TAPCONS Q d E5 (2)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 2490 2900 z.. (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO BEAM: SIMP. HUC410 w/(18)16d & O aH2.5A w/(10)8d FRAME TO FRAME 535 600 - MTS 12 w/(14)1Od x 1z' NAILS FRAME TO FRAME 860 1000 z (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) TO POST: SIMP. HTS20 OR MSTA18 o w a MGT w/(22)10d E" EPDXY ANCHOR w/SIMP. SET EPDXY MIN, FRAME TO CMU 3140 3140 (2)1.75"x11.875" LVL 12" EMBEDMENT 2 LL NAILS & (18)4"x24" TAPCONS 1- HTT4 w/(18)16d x 22 NAILS & E EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 TO POST: SIMP. HTS20 OR MSTA18 EPDXY MIN. 7" EMBEDMENT ui O W TO BEAM: SIMP. HUC410 w/(18)16d & o 10 R HGT-2 w/(16)10d NAILS w/R" EPDXY ANCHOR WSIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT NAILS & (18)4"xA" TAPCONS - 0 �- 0 W00 11 HTSM16 w/(8)10d NAILS & (4) a'x 24" TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)1Od NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)1 Od NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)1Od NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf 15 LSTA24 w/(18)1Od 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) 1 Od NAILS & $" EPDXY ANCHOR WSIMP. 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 w/SIMP. SET EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 12" NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 1.6d 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.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR 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 1 Od NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 1 Od NAILS @12 O.C. ONE SIDE. MIN. 2 FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4"x24" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1,75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3,5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25xl 1.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END PLATE NAILS & (18)4"x24" TAPCONS 1 4'-0" TO T-11" ON MASONRY: (1) SIMP. MSTAM24 2 8'-0" TO 9'-11" TO POST: SIMP. HTS20 OR MSTA18 3 10'-0" TO 12'-0" TO BEAM: SIMP. HUC410 w/(18)16d & 4 (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d W Z PLATE NAILS & (18)4"x2a' TAPCONS Q d Z ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 z.. TO BEAM: SIMP. HUC410 w/(18)16d & O (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d - NAILS & (18)4"x24" TAPCONS Q u ON MASONRY: (2) SIMP. MSTAM24 z TO POST: SIMP. HTS20 OR MSTA18 o w TO BEAM: SIMP. HUC410 w/(18)16d & UJ (10) 10d NAILS B3.5xl1.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od 2 LL NAILS & (18)4"x24" TAPCONS 1- > Z ON MASONRY: (2) SIMP. MSTAM24 WJMQ TO POST: SIMP. HTS20 OR MSTA18 o ui O W TO BEAM: SIMP. HUC410 w/(18)16d & o �-_0 (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d �<z0 NAILS & (18)4"xA" TAPCONS - 0 �- 0 W00 ON MASONRY: (2) SIMP. MSTAM24 a m z TO POST: (2) SIMP. HTS20 OR MSTA18 I=- c) Q Q ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL o 0W o * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS 0 Z OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE z TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 63.5x20 (2) 1.75"x20" LVL O 0 -STRUCT: TW * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS QC CHECK: EA OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2xlO #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1,75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3,5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.25xl 1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ "'FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-11" 1 1 4'-0" TO T-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON-BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON-BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO &STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP------ AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF & EXT. WALL NAILING SHEATHING NOTES ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. INFIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTH 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. M uJ co T- U ° 0 n: 00W LL N �. ®• �C. 6- ®� ; LLI Q z 0 .. ®w ®U • p • • w pZ ® :Q p Z Q 00 O O z 0 LL U o W�n� �w Q 06 Hz5m, c4, Vr z n - 0 Q J z0PJ MA LL O W U)) m O 0 z D W Q 4 Y O O WDM � W W Z OVo m Q d Z z.. O O M w - nn Q u z o w UJ 0m a O o 2 LL 1- > Z WJMQ o ui O W wl o �-_0 LL O z W _j W�� �<z0 - 0 �- 0 W00 a m z 1 I=- c) Q Q ❑ � Z ~ o 0W o 0 Z -- z W STRUCTURALENG BAD O 0 -STRUCT: TW V QC CHECK: EA JOB No. DWH-0204742 U SCALE: AS INDICATED DATE: 3/26/18 ( W w co 5501 U = 0 W a O M W F- � U ° 0 LL U) OZ W� z ° � Z Q al t10 �. L Z Z z O W U o W�n� �w ASC W 06 Hz5m, c4, Vr z n - 0 Q J z0PJ MA LL O W U)) m O :`s° aHz§ilo Q 4 Y O O WDM 0 W == U �0O ` W W Z OVo _ Z z.. O M nn Q u z o ❑ UJ 0m a O o 2 LL 0 > Z WJMQ o ui O W wl o �-_0 z W _j W�� �<z0 - 0 �- 0 W00 a W 0. 0. 1 I=- c) Q Q ❑ � Z ~ o 0W o W o_ ❑ CIL W v -- z W STRUCTURALENG BAD DRAFTING: W -STRUCT: TW V QC CHECK: EA JOB No. DWH-0204742 U SCALE: AS INDICATED DATE: 3/26/18 w 0 w co 5501 EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 81-01, 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9f-0.1 2x4 SPF #11#2 16" O.C. MAX 16" O.C. MAX 91-411 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 101-0.1 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAY BE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND 9-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3, AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. ROOF FRAMING PLAN NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 1COPYRIGHT 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. CY) w w U 0 3: d 0 LL z . 0 U) z 0 U n z 0 z Z 0 w LLI 0 < oe$ (6FU-' LU 0- E co (.9 z 8 � z c-, LL Z P: 00 17 -Uj- -5. LL 0 LL1 LL wo a 8 0 0 ws'm Z 0 -J Ir— ZO i Z 0 P 0 z 0 Uj < < LU 0 0 LL LLJ X CL 0 0 J F- LLJ W Q U') Q w X P LLJ 3: Z LL �U' '- 0-- 3: 0 U.1 z 0 0 0 < LL z 0 a w 0rj 00 0 U. > z w0ZUj M -j 118 0WH�," z moa w Uj -j < z 0 0 11-- 0 0 — z LU co W 0) CL, IL M qZ w�`'a� 00>zaL:04 w a LU © w p„ 0 0. w z U) Uj a- STRUCTURAL ENG: -------- - - - BAD ----- - -.- - - ------ ----- u) DRAFTING: III w -STRUCT: TW QC CHECK: EA --- --- - ------ JOB No. DWH-0204742 U) SCALE: AS INDICATED z DATE: 3/26/18 w 0 1 w w S5,2 a LU ., .: d > z JA ENTIRE COLUMN TO BE GROUT FILLED w ' ' U.N.O. � 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 EQU IV. USE 2"x2" SQUARE WASHER 2x6xl2 P.T. SYP #2 CENTER BUCK _.._.--. _- ._._...... _..._.._...... I _..v ._.__.M....___.._.. — 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. & FACE OF CMU 4" FROM ENDS (2) #5's VERTICAL IN ANCHOR NOT PERMITTED TO BE GROUT FILLED CELL INSTALLEDWITHIN 1-1/2" OF HEAD JOINT' ' MIN. (6) 1/2' DIAMETER J -BOLTS USING 2X2 SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" i BELOW TOP OF BUCK. SPACE REMAINING ANCHORS (1) #5 VERTICAL INuw @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY GROUT FILLED CELL (IF WBUCK TO CMU ATTACHMENT REQ'D PER PLAN) LOCATIONS PER GARAGE DOOR j MFR.'S WRITTEN SPECIFICATIONS NOTE: SEE MD08 ON w m w LINTEL PLAN > CD 45 DEG. BEVEL CUT 2x6 P.T. SYP #2 BUCK Om C < END, 1 1/2° ABOVE CO `t r C¢7 GARAGE F.F., EA. SIDE SECTION OF OPENING VERTICAL REINFORCEMENT DETAIL D0 GARAGE BUCK DETAIL (MAX. 170C) 2x BUCK PER DETAIL MD04/SDI WF01\ ARCH WINDOW FRAMING DETAILS 1 /2"=1 "-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE i 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU ___ HEADER (SEE PLAN --- — 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) 8d EACH END END VIEW w/ WOOD EN PRE-ENGINEERED 12 TRUSSES PER PLAN @ �� (TYP) SEE ELEV. 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 I l CLIPS AT BASE ARE REQ'D. , j.i 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. Fl KNEEWALL ABOVE MASONRY WALL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" iEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS :ACM END (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2' TITEN HD ANCHORS W/ AIN. 1 4" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM JR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" =ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE SHEATHING PER PLAN 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF I{ KNEE WALL JOINING 1/2"=V-0" I \ LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT NOTE: CUT BACK 2x8 PRECAST LINTEL PER P.T. @ TOP TO ALLOW PLAN CONT. 2x4 BLOCKING JOINING UP TO MAIN HOUSE AROUND CURVE. MIN. � 2 TAPCON ANCHORS MASONRY WALL PER 2x8 SEE PLAN NAILS (TYP.) 2x8 W/ (2) 16d TOE SINGLE TOP AND BASE NAILS EA. END ATTACHED TO MIN. 2x SPF CONT. EXT. SHEATHING; BLOCKING ATTACH TO TO TRUSS. STUDS @ 7/16" OSB W/ (2) 8d FRAMING DETAIL NAILS 2x FULL HEIGHT 7/16" OSB EA. SIDE, W/ SHEATHING INSTALLED 6d NAILS @ 16" O.C. TO WALL STUDS W/ (2)-16d NAILS SIDE & TOP NAILER I 2x BUCK PER DETAIL MD04/SDI WF01\ ARCH WINDOW FRAMING DETAILS 1 /2"=1 "-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE i 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU ___ HEADER (SEE PLAN --- — 7/16" O.S.B. EA. SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) 8d EACH END END VIEW w/ WOOD EN PRE-ENGINEERED 12 TRUSSES PER PLAN @ �� (TYP) SEE ELEV. 24" 0. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 I l CLIPS AT BASE ARE REQ'D. , j.i 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. Fl KNEEWALL ABOVE MASONRY WALL NOTE: THIS DETAIL APPLIES TO THE FOLLOWING CONDITIONS: (1) EXTERIOR FRAME WALL TO CMU (2) INTERIOR FRAME SHEAR WALL TO CMU (3) INTERIOR LOAD BEARING FRAME WALL TO CMU WALL SEE FRAMING PLAN FOR BEARING WALL LOCATION SEE BEARING WALL SCHEDULE FOR REQUIRE[ CONNECTIONS, STUD SPACING, AND BLOCKING REQUIREMENTS BEARING/ SHEARWALL CONNECTION TO CMU 3/4"=1'-0" iEE TYPICAL HEADER 'RAMING DETAILS FOR \DDITONAL VFORMATION HEADER CAN BE TITHER UPSET OR )OWNSET) Ix W/ (2) 16d TOE NAILS :ACM END (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED 2' TITEN HD ANCHORS W/ AIN. 1 4" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM JR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" =ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE SHEATHING PER PLAN 2x BUCK DETAIL TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES (2) 2x PLATE FRAME OUT TO BLOCK EDGE AS REQ'D LAST STUD OF I{ KNEE WALL JOINING (3) 16d NAILS MAIN SPAN ROOF 2x BLOCKING W/ (3) 12d TRUSS TOE NAILED @ EA. END UPLIFT CONNECTOR UPLIFT CONNECTOR (SEE SCHEDULE) (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY (GE�OGABLE END AT VALLEY FRAMING CONNECTION TO TRUSS 3/4"=1'-0" O2x LAST STUD OF KNEE WALL 1 F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT UP TO MAIN HOUSE ROOF SHEATHING FOR STRAP C SHEATHING (3) 16d COMMON JOINING UP TO MAIN HOUSE CANTILEVER 8d NAILS@ 4" O.C. � WALLS SHALL BE VALLEY TRUSS CONV. FRAME OR 1x8 CLOSURE WALL w/ NAILS (TYP.) WALLS SHALL BE ATTACHED SINGLE TOP AND BASE (2) 2x TOP PLATE ATTACHED TO MIN. PLATE w/ (2) 16d NAILS EXT. SHEATHING; 3/16" x 3 1/4" TO TRUSS. STUDS @ TO MIN. (2) 2x FULL HEIGHT(2) FRAMING DETAIL 24" O.C. & EXT. 2x FULL HEIGHT ��•.•° o00 SHEATHING INSTALLED DOUBLE TOP PLATE WALL STUDS W/ (2)-16d NAILS PER NAILING PATTERN I WALL STUDS W/ 00 SHEATHING PER NAILING B @ 12" O.C. SCHEDULE OR OPT, 2x4 ;�, z° p J (2)-16d NAILS @ 12" BLOCKING PERP. TO EA. ef. �� ;, y.� • «. LLj ��®® 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL ®®•••®®°•' �� LU CRICKET AS REQUIRED I (2) 2x #2 SYP SEE PLAN O.C. Q_ O.C. W/ (2) 16d NAILS TYP. BLOCKING ATTACH TO WITH STUDS @ 16" O.C. W/ ATTACH TRUSS TO ROOF TRUSSES PER PLAN OR CURVED FOR BEAM SIZE TRUSS BELOW USING NAILED @ 6" O.C. STAGGERED G 7/16" OSB W/ (2) 8d STRUCTURAL SHEATHING 1/2"=11-011 p I MIN. 2x4 SPF #2 KNEE NAILS ON BOTH SIDES FROM TOP SEE FOUNDATION W BUILDER FRAME WALL WITH STUDS @ PLAN FOR MORE INFO - a 7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REQ'D 16" O.C. W/ STRUCTURAL W/ 6d NAILS @ 16" O.C. BEAM. ATTACHED PER NAILING SCHEDULE I SHEATHING ON BOTH _ QC CHECK EA TO SIDE &TOP NAILER OTHERWISE SP2 CLIPS SIDES FROM TOP OF 2x BUCKS, EACH STUD TO DOUBLE TOP ,JOB No. DWH 0204742 WALL TO BOTTOM OF DETAILS FOR FTG INFO PLATE AND SPI CLIPS EACH /— SHEATHING PER PLAN BEAM. ATTACHED PER _ STUD TO BOTTOM PLATE W NAILING SCHEDULE AFO' KNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET B (3) 16d NAILS MAIN SPAN ROOF 2x BLOCKING W/ (3) 12d TRUSS TOE NAILED @ EA. END UPLIFT CONNECTOR UPLIFT CONNECTOR (SEE SCHEDULE) (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY (GE�OGABLE END AT VALLEY FRAMING CONNECTION TO TRUSS 3/4"=1'-0" O2x SEE GE02/SD2 FOR 1 F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT OUTLOOKER OR ROOF SHEATHING FOR STRAP C SHEATHING 12" O.C. PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ CANTILEVER 8d NAILS@ 4" O.C. TOP CHORDS OF TRUSSES BELOW WHEN IF REQ'D, PROVIDE VALLEY TRUSS CONV. FRAME OR 1x8 CLOSURE WALL w/ VALLEY TRUSSES PER = 0 SINGLE TOP AND BASE PLAN NN%%11111111®®, PLATE w/ (2) 16d NAILS EXT. SHEATHING; 3/16" x 3 1/4" TO TRUSS. STUDS @ ATTACH PER NAILING FRAMING DETAIL 24" O.C. & EXT. SCHEDULE ��•.•° o00 SHEATHING INSTALLED DOUBLE TOP PLATE 12" O.C. PER NAILING PATTERN CONT. PLYWOOD ROOF SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ 00 SHEATHING PER NAILING B \ <8> SCHEDULE OR OPT, 2x4 ;�, z° p J W 00 0. BLOCKING PERP. TO EA. ef. �� ;, y.� • «. LLj ��®® E VALLEY TRUSS NAILED ®®•••®®°•' �� LU CRICKET AS REQUIRED 70 TRUSS BELOW @ 24" SHEATHING PER PLAN AND ROOF Q_ O.C. W/ (2) 16d NAILS TYP. G MAIN SPAN ROOF ATTACH TRUSS TO ROOF TRUSSES PER PLAN OR CURVED TRUSS TRUSS BELOW USING (3) 16d NAILS MAIN SPAN ROOF 2x BLOCKING W/ (3) 12d TRUSS TOE NAILED @ EA. END UPLIFT CONNECTOR UPLIFT CONNECTOR (SEE SCHEDULE) (SEE SCHEDULE) MASONRY WALL SHOWN, SEE PLAN MASONRY WALL PER FOR WOOD OR PLAN MASONRY (GE�OGABLE END AT VALLEY FRAMING CONNECTION TO TRUSS 3/4"=1'-0" O2x STUDS @ 16" O.C. FOR KNEE WALL 1 F LSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B O ROOF SHEATHING FOR STRAP C CONT. ROOF SHEATHING NAIL PER PLAN 12" O.C. PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END \ OTO TOP CHORDS OF TRUSSES BELOW WHEN " BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D 1x8 ' BELOW AND CONNECT w/ HTS20 @ 32" O.C. = 0 PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW NN%%11111111®®, A, O 2x PLATES OVER ROOF DECK PER VALLEY 3/16" x 3 1/4" 12" O.C. 1 FRAMING DETAIL /16" x 3 1/4" 12,, ��•.•° o00 2x8 DOUBLE TOP PLATE 12" O.C. 2 1 C SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR \ 00 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME ,^ B \ <8> RAFTER ;�, z° p J W 00 0. (FASTENING) ARE MET. �, ef. �� ;, y.� • «. LLj ��®® E COMMON TRUSS PER PLAN OR CONV. FRAMING w/ ®®•••®®°•' �� LU \ C OSTRUCTURAL SHEATHING PER PLAN AND ROOF Q_ ? �" G FINISH PER ARCHITECTURAL PLANS \ �� E W ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING ` NAILED @ 6" O.C. STAGGERED G nlnTI=• CGP APr'W GI FVATIMI POP FR(1NT 1A/INnnw OPFNINC; IF RFO'r) IVV I C. RVVf JfI G/91 I111YV IVIvv I L7 L.. /'I 1 GILv •-ll9v I I'w b.vv v yr -w �. 1/2"=1'-0° TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L 3/4"=1'-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR P.T. BUCK FASTENER SCHEDULE WINDOW PER > C� SIZE TAPCONS SPACING #R 1x4 3/16" x 2 1/4" 12" O.C. 1 3/16" x 2 1/4" " 1x8 3/16" x 2 1/4" 12" = 0 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO J NN%%11111111®®, PRECAST CONC. OR 2x4 3/16" x 3 1/4" 12" O.C. 1 ®0� ��••••••®® •®• �/�°� o- /16" x 3 1/4" 12,, ��•.•° o00 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: EAM WINDOW PER > C� U) > Z LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE W W M Q �� 4" FROM ENDS AND 16" O.C. MAX. TAPCONS 70 BE 1 1/2" MIN. FROM EDGE 0 MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR Z = 0 EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO J NN%%11111111®®, PRECAST CONC. OR P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO �N%% ®/�® 0) �.�� ®®oma Uj SCHEDULE ®0� ��••••••®® •®• �/�°� o- W Is EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS 04® ��•.•° o00 STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK.'�ls o� si a°� ° . LL.I LL MAX. 2 PLIES OVER INITIAL P.T. BUCK. • q' O p® _j Z �� 00 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME ,^ 4�-1 0. U o OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS r ;�, z° p J W 00 0. (FASTENING) ARE MET. �, ef. �� ;, y.� • «. LLj ��®® 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID z ®®•••®®°•' �� LU GROUTED CMU.��,/i®A®' P�®� ®® ¢ O Q_ 6. WINDOW OR DOOR INSTALLATION BY OTHERS o �' W • .F MAIN FLOOR •� z ELEV 0'-0" +" 1/2"=11-011 p • z CONC. SLAB - VERT REINF. BEYOND 0 SEE FOUNDATION W STRUCTURAL ENG: BAD PLAN FOR MORE INFO - a O �... DRAFTING: II—III: III - MASONRY WALL PER -STRUCT: TW _ QC CHECK EA - PLAN SEE FOUNDATION ,JOB No. DWH 0204742 DETAILS FOR FTG INFO /— SHEATHING PER PLAN STRUCTURAL C� TYP. TRUSS TO FRAME SHEATHING o W DATE: 3/26/18 Z w 0 CONNECTION PER TYP. TRUSS TO FRAME =j Q TYPICAL ONE STORY CMU WALL SECTIONCn SD1 STD. CONNECTOR CONNECTION PER m 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. NOTES STD. CONNECTOR o FRAME OUT TO BLOCK NOTES o EDGE AS REQ'D FRAME OUT TO BLOCK EDGE "- w F- LAST STUD OF 0 KNEE WALL JOINING (2) 2x TOP PLATE U) UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN O (2) 2x #2 SYP SEE PLAN WALLS SHALL BE FOR BEAM SIZE (ONLY cn O FOR BEAM SIZE ATTACHED TO MIN. � IF OPENING PROVIDED > (2) 2x FULL HEIGHT PER PLAN) a WALL STUDS W/ 2x4 SRF #2 KNEE WALL CL (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. O.C. W/ STRUCTURAL 2 1/2 1/2" x 8" ANCHOR BOLT SHEATHING FROM J W OR TITEN HD @ 32" TOP OF WALL TO q Q i O.C. & 6" FROM EACH BOTTOM OF WALL. END ATTACHED PER .. 2x PT BOTTOM NAILING SCHEDULE PLATE �'d OTHERWISE SP2 CLIPS w BUILDER FRAME • EACH STUD TO BEAM PRECAST LINTEL OR RADIUS AS REQ'D ABOVE AND SP1 CLIPS KNOCK OUT COURSE O EACH STUD TO U MASONRY WALL BOTTOM PLATE Z W ¢ CL fiFO KNEEWALL AT MASONRY WALL W T_ Ak� Ca o J W° z �... a O Z �- L.LI n. ui Q —I Lu .-Lu PRE-ENG.TRUSS PER od w o D Ia E z PLAN, 24" O.C. MAX W rn I— � v 8 ROOFING MATERIAL Q W Z VO P 1>1 . PER ARCHS U_ I— N a > v, J cnaa}oq ---- SEE FRAMING PLAN Z FOR CONNECTION 0 J F-' W = ¢ � o ¢ - W a H- N w Z ZQ5�ZEo Q INFO I'" 0 O ��Wgo= SEE ELEVATION 0 I— v U W Ia- w w o Ca .:,. • TOP OF MASONRY W .- Z 0 - SEE ARCH PLANS FOR h OVERHANG INFO z M �� RE. ELEV. 0 1~ FOR O.H. 04 TYP. SINGLE TIE -BEAM W W/ (1) #5 CONT. Q GROUT SOLID z UL a D W CD 0 a. m 0 p 2 U_ WINDOW PER > C� U) > Z FLOOR PLAN o W W M Q �� 0 0 w �-- Z = 0 PRECAST CONC. OR 2 POWERS STEEL SILL W Is TYP. @ ALL WINDOWS z J Z O �I 'd EXT FINISH PER PLAN z W 00 0. UQQ .f� •?' � z N • .F MAIN FLOOR '0Q 0 Q J W Qto ELEV 0'-0" +" • z CONC. SLAB - VERT REINF. BEYOND 0 SEE FOUNDATION W STRUCTURAL ENG: BAD PLAN FOR MORE INFO - a �... DRAFTING: II—III: III - MASONRY WALL PER -STRUCT: TW _ QC CHECK EA - PLAN SEE FOUNDATION ,JOB No. DWH 0204742 DETAILS FOR FTG INFO SCALE AS INDICATED DATE: 3/26/18 Z w 0 NOT USED TYPICAL ONE STORY CMU WALL SECTIONCn SD1 i 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. 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 BEAM CONNECTION 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 FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN FRAME WALL CONNECTION SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS H CONTRACTOR TO FIELD VERIFY WHICH 2x4 BLOCKING @ EA. - NO BRACE REQUIRED OUTLOOKER (MAX. ROOF SHEATHING PER ROOF SHEATHING CONDITION IS REQUIRED. CONTACT EOR SPAN 2'-0") w/ (2) 16d END NAILS EA. END STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" STRONGBACK W/ (2) 2x4 BRACE TRUSS PER PLAN FOR ADDITIONAL INFO AS REQ'D M- — MSTAM-24 TYP. EA. LINTEL SEE PLAN INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. - SIMPSON A23 @ EACH A36 DIAGONAL TO -iv NAILS INTO TOP PLATE BLOCKING @ 24" O.C. MAINTAIN 3 1/4"BRACE z W/ (2) 12d END NAILS TO PLATE TRUSS BOT. CHORD @ EACH END @ 6" O.C. O.H. SIZE FRAMEAND DETSEE AIL WALL SPLICE DETAIL CLEARANCE BETWEEN DOUBLE TOP PLATE VAULTED 1/2" J -BOLTS w/ FOR REQ'D FLASHING WHERE O.H. IS> 1'-0", NAILS @ EACH WEB 06 w z - E SCALE: INSIDE FACE OF CMU HEADER CONNECTION WASHERS MIN. 6" 2x4 SYP #2 BRACING @ DROP END GABLE w/ M AND CENTERLINE OF OUTLOOKERS @ 24" EMBED) MIN. 6" FROM 24" O.C. FOR FALSE BM 181��y®a rn J -BOLT EACH END AND 32" ATTACHMENT w/ (3) 10d 2X STUDS TYP. Q w p UL ��.` ®.®®.••.®d®® ��p'r � O.C. MAX. O STUDS U.N.O. WITH (3) 12d TOENAILS. vi ��. •r®.•• •% s� `Ill - Z_ TOENAILS EA. END FILLING AND BLKING y ®��' ® 'I, - U) cp N 2x8 P.T. PLATE, CANT.Ll GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. O T CO , 2x TOP PLATE TO I J FOR CLG. NAILING T v GABLE END W/ 16d II Lj 0 0 SURFACE 'q NAILS @ 6" O.C. - CONT. 2x4 P°''✓®g a®�¢ p m W "' ® PROVIDE 16d NAILS OFRAMING FOR FALSE T lL BASE PLATE TO BE 0 q 2 J W GABLE END TRUSS TO 4. BEAM, IF w/ (3) ATTACHED TO FTG PLATE @12" O.C. MAX. SHEATHING FASTEN HGA10 @ 32" O.C. 10d NAILS @ EA @ EA . }; ATTACH JAMB STUDS USING 1/2" 0 J-BOLTSZ TRUSS BRACE �.. Q TO EA. ADJ. DIAG PER PLAN TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. PER WF08/SD3 OR EPDXY ANCHOR @ CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D z SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS 2x4 OUTLOOKER @'24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES I 1 1 RAKED DOUBLE TOP PLATE CEILING NAILER AS JOTE: PROVIDE ADDIT'L REQ D 3LOCKING AS REQ'D 2x8 #2 SPF STUDS @ 'ER HIB -91 & TRUSS 16" O.C. TYP. AANU.'S DRAWINGS; ;EILING GYP. BD. IS 2x8 #2 SYP PT BASE JOT A DIAPHRAGM PLATE CMU WALL PER PLAN 3/4"=1'-0" NOT USED 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + 2x4 BLOCKING @ EA. - NO BRACE REQUIRED 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 VARIES I 1 1 RAKED DOUBLE TOP PLATE CEILING NAILER AS JOTE: PROVIDE ADDIT'L REQ D 3LOCKING AS REQ'D 2x8 #2 SPF STUDS @ 'ER HIB -91 & TRUSS 16" O.C. TYP. AANU.'S DRAWINGS; ;EILING GYP. BD. IS 2x8 #2 SYP PT BASE JOT A DIAPHRAGM PLATE CMU WALL PER PLAN 3/4"=1'-0" NOT USED 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK ADJ. BAYS @ EA. DIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS REQ'D) (5) 16d NAILS BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H A T-0" (1) 2x4 BRACE 7'-0" < H6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 914" < HA14'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H618'-8" 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 PROVIDE 2x BLOCKING FOR NAILING 2-0 MAX. (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.) 1'-9" MAX. `" - — HOLD WALL 3-1/2" TRUSS PER PLAN DOWN FOR OUTLOOKER SHEATHING PER PLAN \ 3/4"=1'-0" WHERE D.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN V-0" MAX PLYOOD CANT. O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. L- CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY \ \ REQ'D w/ \ STRONGBACK, SEE \ CHART GABLE BRACING(+) SEE CHART SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. ----� GABLE 2x4 BRACE WITH (2) 10d NAILS (1) A23 FROM STRONGBACK TO DIAGONAL 2x6 10d COMMON NAILS @ 8" O.C. STRONGBACK IF REQ'D PER CHART GABLE END T A SHEATHING FASTEN PER LAN, TRUSS PER PLAN EXTERIOR SHEATHING. z ATTACH PER PLAN FROM TOP OF WALL w TO BOTTOM cn 2x8 #2 SPF STUDS AT 16" O.C. — 1/2" x 8" J -BOLT @ 32" 2x4 BLOCKING (2) 12d — DTC CLIP, (2) 8d NAILS J W _ U NAILS, TOENAILED @ O.G. AND 6" FROM EA. c EACH END.AT 24" O.C. ROOF SHEATHING 2x8 #2 SYP PT. BASE END w/ NUT & WASHER PER PLAN 3/16" x 2 3/4" TAPCONS TRUSS PER PLAN DTC CLIP, (2) 8d NAILS M- — MSTAM-24 TYP. EA. LINTEL SEE PLAN INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. ., ANCHOR BOLT OR NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS z W/ (2) 12d END NAILS BRACE TO LEDGER @ EACH END @ 6" O.C. O.H. SIZE FRAMEAND DETSEE AIL WALL SPLICE DETAIL STD DOUBLE TOP PLATE VAULTED 2x4 LEDGER W/ (2) 10d FOR REQ'D FLASHING WHERE O.H. IS> 1'-0", NAILS @ EACH WEB 06 w z - E TRUSS PER PLAN EXTERIOR SHEATHING. z ATTACH PER PLAN FROM TOP OF WALL w TO BOTTOM cn 2x8 #2 SPF STUDS AT 16" O.C. — 1/2" x 8" J -BOLT @ 32" SHEATHING PER PLAN — DTC CLIP, (2) 8d NAILS J W _ U z O.G. AND 6" FROM EA. c • " 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" M- — MSTAM-24 TYP. EA. LINTEL SEE PLAN +"'*P' IN CMU. OR SIMPSON z ., ANCHOR BOLT OR SIDE EA. STUD. BLOCKS w/8d NAILS META16 z TITEN HD @ 32" O.C. & 6"FROM EACH END CENTERED BETWEEN JOB No. @ 6" O.C. O.H. SIZE FRAMEAND DETSEE AIL WALL SPLICE DETAIL STD CONDITION @ CMU VAULTED CONDITION @ CMU FOR REQ'D FLASHING WHERE O.H. IS> 1'-0", CV 06 w z - E SCALE: TRUSS PER PLAN 11 -SON DTC, (2) 80 ILS INTO BLOCKING, 8d NAILS TO TOP \TE USS 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. ��-- LAY 2x4 BLOCKING WALL SHEATHING PER 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 21"4 BLOCKS, (2) 1F-' NAILS @ EA. END. BLOCK ADJ. BAYS EA. DIAG. AS SHOWN. SHEATHING PER PLAN U) LL 0 z 0 o J Ill T f- J W _ U z -J c FASTEN ROOF - va STUD U.N.O. SEE 0� OR GREATER HEADER (2) ROWS 12d NAILS U SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. STAGGERED @ 12" a W z O.C. EA. FACE OR (3) BLOCKS w/8d NAILS SEE ELEV. FOR z ROWS 12d NAILS CONNECTOR LEGEND JOB No. @ 6" O.C. O.H. SIZE W ti JC6 SCHEDULE FOR O.C. FOR 2X10 OR 0 w WHERE O.H. IS> 1'-0", CV 06 w z - E SCALE: AS INDICATED HEADER CONNECTION 0 DROP END GABLE w/ M OUTLOOKERS @ 24" 181��y®a rn O.C. TO RUNBACK TO rm®mmr �®�� -�c �® ui o- 2X STUDS TYP. Q 1ST COMMON TRUSS p UL ��.` ®.®®.••.®d®® ��p'r � STUDS U.N.O. WITH (3) 12d TOENAILS. vi ��. •r®.•• •% s� `Ill - CONNECT TO DROP FILLING AND BLKING y ®��' ® 'I, - z cp N GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. O `"0 �_" LL! : U., czs ecu < P Uz e �q -V: o 11 Q Lj 0 0 ATTACH JAMB STUDS •®°••®®.® - CONT. 2x4 P°''✓®g a®�¢ p PER WF08/SD3 W "' ® " (5) 16d NAILS BRACE 2x4'S @ 24'" O.C. BASE PLATE TO BE 0 q 2 J W M TO BLOCKING GABLE END w ATTACHED TO FTG PROVIDE 2x4 BRACE SHEATHING FASTEN 0 }; ATTACH JAMB STUDS USING 1/2" 0 J-BOLTSZ 3:0 �.. Q TO EA. ADJ. DIAG PER PLAN 0 PER WF08/SD3 OR EPDXY ANCHOR @ BASE PLATE TO BE FASTEN TO DIAG.w/(2) w T z li-- Z O ATTACHED TO FTG OPENINGS & 32" O.C. o 16d NAILS. SPLICE AS REQ'D p w USING 1/2 J -BOLTS OR W/ 7" MIN EMBED. & 2" Q 00 0. G. 1 EPDXY ANCHOR @ 6" J LW FROM EA. END OF BASE OPENING STEP DOWNS, EMBED. T VZ Q PLATE & WALL OPENINGS & 32" O.C. W/ MUST BE 7" BELOW W (, ~ Q �— __ ----- SIMPSON H10A DIAG. Q Q STEP ZQ Q 7" MIN EMBED PER BRG TO BLOCKING o WALL SCHEDULE. AT p Q J W (0 �— SLAB STEP DOWNS, P,T BASE PLATE w 0- Q a W '---'- EMBED MUST BE 7" O_... U_ _.....-_.._ _.. - w h GABLE BRACING @ 48" ` �— PROVIDE 2x BLOCKING w O.C. MAX. 45° FROM FOR NAILING 0 HORIZONTAL (+/- 10°) z BRACE NOT REQUIRED 0 z 6' FROM EAVES.Q) TRUSS PER PLAN O SEE PLAN FOR a p~„ SUPPORT AND TIE DOWN OF JACK T V PROVIDE BLOCKING TRUSSES 0 W BETWEEN TRUSS BAYS @ 48" O.C. FOR FIRST 3 T BAYS SEE GABLE CONNECTION DETAIL WALL PER PLAN f= FOR REQ'D (FRAME WALL SHOWN; MAY ALSO BE CONNECTIONS MASONRY) _j o. 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** z LU Q IY GEO GABLE END @ FLAT CEILING W/ BOSTON HI'P 3/4"=1-0 W ° 2X '.CRIPPLES %_V 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 o LSTA30 HEADER TO STUDS U.N.O. DOWNFRAME TO U) LL 0 z 0 o J Ill T f- J W _ U z -J c (7 Z _ JCOMC1>- _ Z Q Z 0 - va STUD U.N.O. SEE 0� OR GREATER HEADER (2) ROWS 12d NAILS U z° BEARING WOOD WALL STAGGERED @ 12" a W z O.C. EA. FACE OR (3) SEE HEADER U z ROWS 12d NAILS CONNECTOR LEGEND JOB No. STAGGERED @ 12" W ti JC6 SCHEDULE FOR O.C. FOR 2X10 OR 0 w GREATER HEADER CV 06 w z - E SCALE: STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION 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. DOWNFRAME TO U) LL 0 z 0 o J Ill T f- J W _ U W W �•/ DRAFTING: (7 Z _ JCOMC1>- _ Z Q Z 0 Q z0 o M rn a, U~ 8 o 8 <C G O w .. 8 z ¢ � w o E o W g a � �U) (2) CO p v E STUD U.N.O. SEE OR GREATER HEADER DOOR SIM TO U BEARING WOOD WALL CK M TW ___ QC CHECK: SEE HEADER WF01/SD1 z CONNECTOR LEGEND JOB No. DWH-0204742 SCHEDULE FOR CV er SCALE: AS INDICATED HEADER CONNECTION 0 M INFORMATION LSTA30 HEADER TO 2X STUDS TYP. Q UL STUDS U.N.O. w FILLING AND BLKING O AS REQ'D W/ (2) ROWS Lj 0 OF 12d @ 16" O.C. TO ATTACH JAMB STUDS � - HEADER UNO PER WF08/SD3 W 2X STUDS TYP. BASE PLATE TO BE 0 q 2 J W M ATTACHED TO FTG 0 � }; ATTACH JAMB STUDS USING 1/2" 0 J-BOLTSZ 3:0 �.. Q PER WF08/SD3 OR EPDXY ANCHOR @ BASE PLATE TO BE 6" FROM EA. END OF BASE PLATE & WALL w T WS -J li-- Z O ATTACHED TO FTG OPENINGS & 32" O.C. o — 0 V -- USING 1/2 J -BOLTS OR W/ 7" MIN EMBED. & 2" Q 00 0. G. 1 EPDXY ANCHOR @ 6" DOOR WASHER. AT SLAB LW FROM EA. END OF BASE OPENING STEP DOWNS, EMBED. T VZ Q PLATE & WALL OPENINGS & 32" O.C. W/ MUST BE 7" BELOW W (, ~ Q �— STEP ZQ Q 7" MIN EMBED PER BRG 0 O; WALL SCHEDULE. AT p Q J W (0 �— SLAB STEP DOWNS, P,T BASE PLATE w 0- Q a W '---'- EMBED MUST BE 7" MIN. BELOW STEP P.T BASE PLATE -• ..,. - - . - - -• .- 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. I= DATE: 3/26/18 z w 0 TYPICAL HEADER DETAIL W 3/4"=1'-0" 1/2"= 1 1-01, I IIll Uz 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. SP4 @ BASE OF EA. W cn STRUCTURAL ENG: BAD DRAFTING: STUD U.N.O. SEE BEARING WOOD WALL CK -STRUCT: TW ___ QC CHECK: EA SCHEDULE ON NOTES & U CONNECTOR LEGEND JOB No. DWH-0204742 SHEET er SCALE: AS INDICATED MORE INFO. I= DATE: 3/26/18 z w 0 TYPICAL HEADER DETAIL W 3/4"=1'-0" 1/2"= 1 1-01, I IIll Uz COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT M (2) 10d NAILS @ 3" O.G. DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL ERE- LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBB LED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. N L O.C. (FOLLOW NAILS •'� n NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6 NAILING ) REQUIREMENTS THIS ATTACH 2x4 STUDS TO (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOP PLATE SPLICE WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT LOCATIONS) + THEN (2) ROWS 10d ALL LOCATION NAILS @ 8" O.C. • OTHERWISE 2x4 WALL BEYOND • AGAINST 2x8 STUDS ATTACHED PER AB,M/N (WF08/SD3) TOP SPLICE @ DOUBLE 2X4 TOP PLATE ATTACH 2x8 STUDS TO TOP PLATE W/ (4) 12d , ATTACH 2x4 STUDS TO TOE -NAILS TYPICAL TOP PLATE W/ (3) 12d AT ALL LOCATION TOE -NAILS TYPICAL AT ALL LOCATION BOTTOM SPLICE OVER STUD FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP SPLICE DOUBLE 2x8 TOP PLATE TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/_ 1/4" 1" EDGE 1 1/2" EDGE 10d x 3 COMMON 2 1/2" o z w 1 1/2" w N N r N CV N r1 ' 10d x 3" COMM( (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE ni r 01MC: i0% 2x4'S z uu `v C 4 C C G 0 EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10dx3" 10d x 3" OPP. SIDE kNCE PER 3/4"=1'-0" / 1-1/2"=1'-0" C C MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &BUILDER NOTE: 124 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT o a D= NAIL SPACING SOFFIT FRAMING NOT 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS — — — — — _ — BEYOND ) O @ M N p a o 0 0 o a o 0 0 � z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. � hT' -"p ? TI — �" PER NOTE #2 REQUIRED WITH ALUMINUM _ _ _ _OF SHEATHING, r I' I I I SHEATHING PER PLAN p s OR VINYL SOFFITS a - - — — 1r" WALL SPLICE, FIELD w z O NAILS @ 3" O.C.OP PLATE USING (2) ROWS OF 8d WALL DOUBLE TOP I D/2 I I k��FR C10 ROOF SHEATHING, 2p�FiQ�Cg6T FAOSTEN PER PLAN STRUCTURAL 5 I I I I I I VERIFY IF REQUIRED 'a I PLATE PER PLAN FNCAATR FASTEN PER PLAN -*4 "Vi SHEATHING C o u- 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS US y (/,9 ATTACHED PER II-7TII 11 11 11a p (n @ 3 O.C. IN HORIZONTAL CONDITIONS OA_ `� 0A, `s NAILING SCHEDULE U III JI— — _ _ __ _ _ — DOUBLE NAIL EDGE SPACING h� y E Go z z ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. 2x4 FRAMING @ 24" III I (( I I I I — WALL SHEATHING O U.N.O.ON PLANS. STAGGER ALL VERT. PANEL JOINTS O.C. MAX. C III III I I I I I I SPLICE, SEE SPLICE z 2x4 FRAMING @ 24" — 2x4 #2 SYP CONT. W/ 5U PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/$" S= NAIL SPACING O.C. MAX. PROVIDE (4) 10d x 3" (2) 16d COMMON G III III I I I I I DETAIL. MAX 1/8" w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP &_ 2x SCAB w/ 10d NAILS S S PER NOTE #1 @ 4 O.C. PROVIDE (4)10d x3"NAILS AT JOINT NAILS EA. STUD OR III OPENING III I 4 I I SPACE BETWEEN w I- BOTTOM M `' TRUSS MEMBER a III I I I I I I I PANELS — — T - PER -ENG TRUSSES — TYP. (MAX. 24" O.C.). � NAILS AT JOINT III 3 III I I I I ( PER PLAN 2x SCAB w/ 10d NAILS C TYP, I I I I I I I I p EXTERIOR SHEATHING SINGLE NAIL EDGE SPACING v4° TAPCONS W/ (2) C . @ 4.. O.C. IF MASONRY USE III AROUND I 2x STUDS BEYOND, NOTE TRUSS CONNECTION PER -ENG TRUSSES MIN. 2" EMBED. @ 24" u OPENING III I I I I I I SEE PLAN FOR MORE w u'` PROVIDE PIECE OF PER PLAN 2x FASCIA III _ _ — III I I I I I INFO z Imo- O SHEATHING BETWEEN MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE 2x FASCIA PER PLAN O.C. —j I T w z 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 _ III I II II I III II II II W � > O LII III I I I I I I � SHEATHING &BLOCKING. HORIZONTALLY LEDGER PER PLAN TO LEDGER TRUSS OR ROOF < 0 SHEATHING TO HAVE 2x4 PT LEDGER W/ SYSTEM IU_ — JI _ _ 1L —11 ? ( m 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d ----= — —— — SAME THICKNESS & 2x FRAME WALL PER NAILS @ 16" O.C. WOOD/MASONRY U- p U_ 0 STRENGTH ORIENTATION MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP _ O.C. PLAN WALL OR TRUSS, FLOOR SYSTEM "r AS EXTERIOR WALL BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED SEE ELEV. FOR SEE ELEV. FOR SEE PLAN — — — — — — — — SHEATHING O.H. SIZE O.H. SIZE s 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8 GAP CUT TO FIT NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS CONDITION @ CMU WALL CONDITION @ FRAME WALL 1 BEYOND SEE PLAN ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE [ OPENING SIZE SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING ISfi ` FLATWISE W/ (2) 16d @ 3" O.C. TOP &BOT. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS c fiF oF1 EXTERIOR SHEATHING SCHEDULENAILS EACH END OF SHEATHING SPLICE1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 3/4"=1'-0" C SEE ROOF SHEATHING, PLAN NAIL PER PLAN SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF u (2) 2x BUILT-UP COL. BLOCKING @ 24" O.C. G DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS C CONNECTION CONNECTION EACH END AM SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE ** @ EACH STUD (2) 12d NAILS @ 2x12 BOX HDR w/ 2x8's ° EACH END TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF PRE-ENGINEEREb SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. u ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS FRAMING PLAN FOR CORNER CONDITIONS :5+ WALL TO PRECAST NAILING SCHEDULE & EACH END c SPACING EXTERIOR SHEATHING STRAP AROUND a' LINTEL w/ (2)ROWS OF * *+ + (4) 12d NAILS EACH SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF a SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER XX MORE INFO & +; ROOF SHEATHING vy 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION CONNECTION i STAGGERED INTO TRUSS & 3 12d SEE WALL CLIP DETAIL + + O EACH VERTICAL � 2x BRG WALL, SEE TOENAILS INTO OTHER FOR MORE INFOu PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM BETWEEN C SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS LINTEL PER PLAN 2x8 #2 SPF VERTICAL 2x8 SPF VERTICAL @ 24" O.C. w/ EXT. @ 244"" O.C. w/ EXT. MORE BRG. WALL INFO LINTEL PER PLAN LINTEL PER PLAN C SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D UNDER GIRDER TRUSS i i SHEATHING PER SHEATHING PER < U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. NAILING SCHEDULE & NAILING SCHEDULE & - w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 112" '. (4) 12d NAILS EACH (4) 12d NAILS EACH C 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. TRUSS MEMBER TRUSS MEMBER (TOP j SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS STUD VERTICALLY VERTICALLY ALONG W/ WEBBING) F ATTACH 2x TO 2x6 2x8 w/ (2) 10d NAILS @ 's 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 @ 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" ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER ATTACHMENT BY C UNDER GIRDER TRUSS SEE PLAN FOR O.C. BUILDER BUILDER BUILDER C U.N.O. CONNECTION t t fii=l' SECTION @ DOUBLE BEARING fiF1' STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER W/TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER 3/4"=1'-0" 3/4"=1'-0" 1/2"=l' -O" 1/2"=V-0" 1/2"=1'-0" 1 /2"=1'-0" i 2x6 SYP #2 LEDGER. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN TO STUDS w/ (2) 1/4" X BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SSIMPS. SDS SC STRAP IS NOT REQUIRED. CREWS @ 16" O.C. MAX.; TO GABLE END STUDS EXTERIOR WALL/TRUSS c PT. POST (AS NOTED) w/ (2) 1/4" X 3%" SIMPS. EXT. AS NOTED L SDS SCREWS @ 16" 2x6 COLLAR TIE HALF WAY O.C. MAX.; UP HEIGHT OF VALLEY. LAP BEAM PLYS AND TO MASONRY w/ 2x6 w NAIL AS SHOWN (5) PT SYP #2 LEDGER w/ FASTEN w/ (5) 10d COMMON I O I c 0.131 x 3 1/4" NAILS 12NAILS @EACH END (TYP.) L] (2) 1/4 x 2 3/4" PER PLY 4 (MIN.) TAPCONS AT 12" O.C. HTS20 CLIP FROM SIMPSON H3 CLIP 2x6 RAFTER TO 2x8 RIDGE I I - POST TO BEAM SHEATHING PER PLAN BOARD W/ A35 ON ONE SIDE F OF RAFTER. ATTACH A35 ON EXTERIOR BEAM AS 2x4 SYP #2 LEDGER. E NOTED PLAN VIEW TOP OF POST TO STUDS OR BEAM w/ (4) 10d NAILS FOR ADJ RAFTER TO OPP SIDE CG CONV. FRAMED (AS SHOWN) PT POST (AS NOTED) (2) 1/4" X 4%" SIMPS. MEMBERS ONLY SDS SCREWS @ 16" 7 t ABU POST BASE O.C. MAX.' I — — ..... - i (AS NOTED) TO GABLE END STUDS FASTEN SYP OR SPF 2X6 (MIN. c NU THREADED RODE w/ (2) 1/4" X 31/" SIMPS. 3'-0" MAX WIDTH) PLATE THRU O.S.B G,9 �li� c o. NUT SET IN ADHESIVE SDS SCREWS 16"<< �w i @ \�L`FASCIAPER SHEATHING (THICKNESS PER F P O.C. MAX.; COMMUNITY SPECS PLAN) TO PRE -ENG TRUSS f i i TO MASONRY w/ 2x4 PT BELOW W/ 1/4"x4-1/2" c a I i a „ 2x4 SYP #2 OR 2X8 RIDGE BOARD Q SYP #2 LEDGER w/ 1/4 c I a SEE FOUNDATION PRE-ENGINEERED SIMPSON SDS SCREWS 2x6 F 11 ,, -''° x 2 3/4" TAPCONS @12" ROOF TRUSSES 24" PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER a I I / PLAN FOR ADDITIONAL @ O.C. MAX. EACH TRUSS BELOW FRAMING OR PRE -ENG VALLEY TRUSSES �Q �i � i INFO O.C. 2x6 s @ 24 ( ) SIDE VIEW @BASE OF POST SIMPSON H3 CLIP DESIGNED FOR O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR SHINGLE ONLY LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. t RAFTER TO PLATE CONN. DO CORNER COLUMN FRAMING D01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL - NOT USED _ 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. 1wn S OVERLAP TOP PLATE M 41, 4,J�J AT CORNER 10d x 3" COMMON OPP. w h - z 0 Q u� yam ® C) app® Q pp ®� so SIDE 000 ®r ®®\1? z �����/►r119�i'1l�1 } 0 NAIL BOTTOM PLATE p U � TO EACH PLY OF BUILT z m UP COLUMN BELOW W/ U Z i 0 (2) 10d NAILS CL i °D w J r^- O < FW- oa 8 i ry co Hz0) Up "N� U.1 TOP PLATE CORNER TRANSITION M Z P P ( U -j- LU Z (2) 2x4's (2) 2x6's TYPICAL BUILT-UP STUD COLUMN DETAIL 10d x 3" COMM( OPP. SIDE (2) 2x8's (2) 2x COLUMN 2 1/2" EDGE ni r 01MC: i0% 2x4'S z uu `v C 4 C C G 0 EDGE DISTANCE PER DETAIL INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN 10dx3" 10d x 3" OPP. SIDE kNCE PER 3/4"=1'-0" / 1-1/2"=1'-0" C C MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE &BUILDER NOTE: 124 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT o a D= NAIL SPACING SOFFIT FRAMING NOT 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS — — — — — _ — BEYOND ) O @ M N p a o 0 0 o a o 0 0 � z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. � hT' -"p ? TI — �" PER NOTE #2 REQUIRED WITH ALUMINUM _ _ _ _OF SHEATHING, r I' I I I SHEATHING PER PLAN p s OR VINYL SOFFITS a - - — — 1r" WALL SPLICE, FIELD w z O NAILS @ 3" O.C.OP PLATE USING (2) ROWS OF 8d WALL DOUBLE TOP I D/2 I I k��FR C10 ROOF SHEATHING, 2p�FiQ�Cg6T FAOSTEN PER PLAN STRUCTURAL 5 I I I I I I VERIFY IF REQUIRED 'a I PLATE PER PLAN FNCAATR FASTEN PER PLAN -*4 "Vi SHEATHING C o u- 3O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS US y (/,9 ATTACHED PER II-7TII 11 11 11a p (n @ 3 O.C. IN HORIZONTAL CONDITIONS OA_ `� 0A, `s NAILING SCHEDULE U III JI— — _ _ __ _ _ — DOUBLE NAIL EDGE SPACING h� y E Go z z ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. 2x4 FRAMING @ 24" III I (( I I I I — WALL SHEATHING O U.N.O.ON PLANS. STAGGER ALL VERT. PANEL JOINTS O.C. MAX. C III III I I I I I I SPLICE, SEE SPLICE z 2x4 FRAMING @ 24" — 2x4 #2 SYP CONT. W/ 5U PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/$" S= NAIL SPACING O.C. MAX. PROVIDE (4) 10d x 3" (2) 16d COMMON G III III I I I I I DETAIL. MAX 1/8" w HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP &_ 2x SCAB w/ 10d NAILS S S PER NOTE #1 @ 4 O.C. PROVIDE (4)10d x3"NAILS AT JOINT NAILS EA. STUD OR III OPENING III I 4 I I SPACE BETWEEN w I- BOTTOM M `' TRUSS MEMBER a III I I I I I I I PANELS — — T - PER -ENG TRUSSES — TYP. (MAX. 24" O.C.). � NAILS AT JOINT III 3 III I I I I ( PER PLAN 2x SCAB w/ 10d NAILS C TYP, I I I I I I I I p EXTERIOR SHEATHING SINGLE NAIL EDGE SPACING v4° TAPCONS W/ (2) C . @ 4.. O.C. IF MASONRY USE III AROUND I 2x STUDS BEYOND, NOTE TRUSS CONNECTION PER -ENG TRUSSES MIN. 2" EMBED. @ 24" u OPENING III I I I I I I SEE PLAN FOR MORE w u'` PROVIDE PIECE OF PER PLAN 2x FASCIA III _ _ — III I I I I I INFO z Imo- O SHEATHING BETWEEN MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE 2x FASCIA PER PLAN O.C. —j I T w z 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 _ III I II II I III II II II W � > O LII III I I I I I I � SHEATHING &BLOCKING. HORIZONTALLY LEDGER PER PLAN TO LEDGER TRUSS OR ROOF < 0 SHEATHING TO HAVE 2x4 PT LEDGER W/ SYSTEM IU_ — JI _ _ 1L —11 ? ( m 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d ----= — —— — SAME THICKNESS & 2x FRAME WALL PER NAILS @ 16" O.C. WOOD/MASONRY U- p U_ 0 STRENGTH ORIENTATION MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP _ O.C. PLAN WALL OR TRUSS, FLOOR SYSTEM "r AS EXTERIOR WALL BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED SEE ELEV. FOR SEE ELEV. FOR SEE PLAN — — — — — — — — SHEATHING O.H. SIZE O.H. SIZE s 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8 GAP CUT TO FIT NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS CONDITION @ CMU WALL CONDITION @ FRAME WALL 1 BEYOND SEE PLAN ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE [ OPENING SIZE SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING ISfi ` FLATWISE W/ (2) 16d @ 3" O.C. TOP &BOT. OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS c fiF oF1 EXTERIOR SHEATHING SCHEDULENAILS EACH END OF SHEATHING SPLICE1 TYPICAL SCAB OVERHANG D02 LEDGER @ LOW ROOF SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 3/4"=1'-0" C SEE ROOF SHEATHING, PLAN NAIL PER PLAN SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR 2x4 #2 SPF u (2) 2x BUILT-UP COL. BLOCKING @ 24" O.C. G DOUBLE TOP PLATE MORE INFO & MORE INFO & w/ (2) 16d END NAILS C CONNECTION CONNECTION EACH END AM SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE ** @ EACH STUD (2) 12d NAILS @ 2x12 BOX HDR w/ 2x8's ° EACH END TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF PRE-ENGINEEREb SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. u ROOF TRUSS -SEE (22) 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS FRAMING PLAN FOR CORNER CONDITIONS :5+ WALL TO PRECAST NAILING SCHEDULE & EACH END c SPACING EXTERIOR SHEATHING STRAP AROUND a' LINTEL w/ (2)ROWS OF * *+ + (4) 12d NAILS EACH SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF a SEE PLAN FOR NAIL PER PLAN TALLER STUD) 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER XX MORE INFO & +; ROOF SHEATHING vy 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION CONNECTION i STAGGERED INTO TRUSS & 3 12d SEE WALL CLIP DETAIL + + O EACH VERTICAL � 2x BRG WALL, SEE TOENAILS INTO OTHER FOR MORE INFOu PLAN FOR STUD SIZE & TRANSOM BETWEEN TRUSS TRANSOM BETWEEN C SPACING. MIN (2) 2x SEE FLOOR PLAN FOR LINTELS LINTELS LINTEL PER PLAN 2x8 #2 SPF VERTICAL 2x8 SPF VERTICAL @ 24" O.C. w/ EXT. @ 244"" O.C. w/ EXT. MORE BRG. WALL INFO LINTEL PER PLAN LINTEL PER PLAN C SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D UNDER GIRDER TRUSS i i SHEATHING PER SHEATHING PER < U.N.O. 2x6 #2 SYP P.T. CONT. 2x6 #2 SYP P.T. CONT. NAILING SCHEDULE & NAILING SCHEDULE & - w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 112" '. (4) 12d NAILS EACH (4) 12d NAILS EACH C 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. TRUSS MEMBER TRUSS MEMBER (TOP j SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS STUD VERTICALLY VERTICALLY ALONG W/ WEBBING) F ATTACH 2x TO 2x6 2x8 w/ (2) 10d NAILS @ 's 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 @ 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" ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER ATTACHMENT BY C UNDER GIRDER TRUSS SEE PLAN FOR O.C. BUILDER BUILDER BUILDER C U.N.O. CONNECTION t t fii=l' SECTION @ DOUBLE BEARING fiF1' STEP @ BEARING FRAME WALL S01 HEADER @ POCKET SLIDER W/TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER 3/4"=1'-0" 3/4"=1'-0" 1/2"=l' -O" 1/2"=V-0" 1/2"=1'-0" 1 /2"=1'-0" i 2x6 SYP #2 LEDGER. CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN TO STUDS w/ (2) 1/4" X BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SSIMPS. SDS SC STRAP IS NOT REQUIRED. CREWS @ 16" O.C. MAX.; TO GABLE END STUDS EXTERIOR WALL/TRUSS c PT. POST (AS NOTED) w/ (2) 1/4" X 3%" SIMPS. EXT. AS NOTED L SDS SCREWS @ 16" 2x6 COLLAR TIE HALF WAY O.C. MAX.; UP HEIGHT OF VALLEY. LAP BEAM PLYS AND TO MASONRY w/ 2x6 w NAIL AS SHOWN (5) PT SYP #2 LEDGER w/ FASTEN w/ (5) 10d COMMON I O I c 0.131 x 3 1/4" NAILS 12NAILS @EACH END (TYP.) L] (2) 1/4 x 2 3/4" PER PLY 4 (MIN.) TAPCONS AT 12" O.C. HTS20 CLIP FROM SIMPSON H3 CLIP 2x6 RAFTER TO 2x8 RIDGE I I - POST TO BEAM SHEATHING PER PLAN BOARD W/ A35 ON ONE SIDE F OF RAFTER. ATTACH A35 ON EXTERIOR BEAM AS 2x4 SYP #2 LEDGER. E NOTED PLAN VIEW TOP OF POST TO STUDS OR BEAM w/ (4) 10d NAILS FOR ADJ RAFTER TO OPP SIDE CG CONV. FRAMED (AS SHOWN) PT POST (AS NOTED) (2) 1/4" X 4%" SIMPS. MEMBERS ONLY SDS SCREWS @ 16" 7 t ABU POST BASE O.C. MAX.' I — — ..... - i (AS NOTED) TO GABLE END STUDS FASTEN SYP OR SPF 2X6 (MIN. c NU THREADED RODE w/ (2) 1/4" X 31/" SIMPS. 3'-0" MAX WIDTH) PLATE THRU O.S.B G,9 �li� c o. NUT SET IN ADHESIVE SDS SCREWS 16"<< �w i @ \�L`FASCIAPER SHEATHING (THICKNESS PER F P O.C. MAX.; COMMUNITY SPECS PLAN) TO PRE -ENG TRUSS f i i TO MASONRY w/ 2x4 PT BELOW W/ 1/4"x4-1/2" c a I i a „ 2x4 SYP #2 OR 2X8 RIDGE BOARD Q SYP #2 LEDGER w/ 1/4 c I a SEE FOUNDATION PRE-ENGINEERED SIMPSON SDS SCREWS 2x6 F 11 ,, -''° x 2 3/4" TAPCONS @12" ROOF TRUSSES 24" PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER a I I / PLAN FOR ADDITIONAL @ O.C. MAX. EACH TRUSS BELOW FRAMING OR PRE -ENG VALLEY TRUSSES �Q �i � i INFO O.C. 2x6 s @ 24 ( ) SIDE VIEW @BASE OF POST SIMPSON H3 CLIP DESIGNED FOR O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR SHINGLE ONLY LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. t RAFTER TO PLATE CONN. DO CORNER COLUMN FRAMING D01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL - NOT USED _ 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. 1wn S - M 41, 8 by /i Qom' w h - z 0 Q u� yam ® C) app® Q pp ®� so 000 ®r ®®\1? �����/►r119�i'1l�1 } 0 .` � - U o CD � m W Z i 0 i w J r^- O < FW- oa 8 i ry Hz0) Up "N� U.1 M Z P P ( U -j- LU Z J (402 0<00 8 � � Q j U) 0 1= 1 o > I " 0� 0 (L J w U.) d _ w O V O i N > M i J t r U > m O Uo LL WLLIM<( J M co OW~ =>-°a J�z0 C LW 00 0. Q. LLJ zQN- a 0> — LL'aCLLJ to � qti STRUCTURALENG: BAD DRAFTING: STRUCT: TW QC CHECK: EA = JOB No. DWH-0204742 SCALE: AS INDICATED DATE: 3/26/18 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES -06 BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS --- �" SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING - U.N.O. INSULATION PER PLAN SEE DETAILS WS10, - WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED .J-, BEARING BOND BEAM a LINTEL AS PER PLAN WD. HD. HT. SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND ------- 1-4 e MASONRY WALL PER °j ' PLAN FIN. FLR. GRADE DBL. TOP PLATE HDR. PER PLAN — MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. — INT. FINISH PER PLAN — 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE -- FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION1 FLOOR SYSTEM DRAFT " STOPPING AT 1000 SQ NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED TRUSS STRAP - SEE ROOF TRUSS - SEE FRAMING PLAN FOR FRAMING PLAN FOR CONNECTIONS LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE PRE-ENGINEERED 3/4" FLOOR SHEATHING ROOF TRUSSES AT 24" ATTACHED PER O.C. NAILING SCHEDULE TYPICAL TRUSS TO SIMP. HTT4 FRAME CONNECTION, W/(18) 16d x 22" NAILS SEE STANDARD CONNECTOR NOTES TO POST (U.N.O. ON FRAMING PLAN) & $' ALL THREAD W/7" MIN. REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 STRAP CENTERED PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER LATERALLOADS REQ'D # OF STUDS 3 , THEN RUN DOWN FACE OF JAMB STUDS/ DOUBLE 2x TOP PLATE U.N.O. ON PLAN 2x BOTTOM PLATE 3/4" FLOOR SHEATHING SEE PLAN FOR MORE ATTACHED PER POST BELOW U.N.O. NAILING SCHEDULE SIMPSON LSTA24 SOLID STRAP W/ (22) 10d FLOOR W/ (14) 10d NAILS. BEND STRAP SEE FLOOR FRAMING OVER TOP PLATE MAX. SYSTEM TO MATCH 3", THEN RUN DOWN FACE OF JAMB STUDS/ SYSTEM INFO. HEADER REFER TO PLAN FOR EXTERIOR SHEATHING FROM TOP OF WALL BUILT-UP COLUMN BEAM USING SIMP. SET FLOOR TRUSS SEE TO BOT, (RIBBON/ INFO. EPDXY ` FLOOR TRUSS PER BETWEEN COLUMN FRAMING PLAN FOR BEAM) ATTACHED PER PLAN AND GIRDER/BEAM CONNECTION INFO. NAILING SCHEDULE. PRE -ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL WS11THIS NAILS(2) 2x SILL AT WINDOW - SYSTEM INSTALL COL. EVEN WITHIN SHEET FOR MORE INFO FLOOR GIRDER. OR W/ 2x CRIPPLE STUDS KNEEWALL & PROVIDE FLOOR TRUSS MASONRY WALL SEE BEAM; SEE PLAN AT EA. END NAILED TO SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d UNDER COLUMN NAILS @ 8" O.C. THEN ABOVE SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. BAND JOIST & BLKG OR LVL GIRDER 3 , THEN RUN DOWN FACE OF JAMB STUDS/ 3/4"=1'-0" U.N.O. ON PLAN 2x 2ND FLOOR STUDS MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 POST BELOW U.N.O. tATA STRAPS CENTERED CPROVIDE SOLID FLOOR PLAN FOR MIN. FLOOR W/ (14) 10d BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS SYSTEM TO MATCH PLAN FOR FLOOR COL. DIMENSION SYSTEM INFO. *,4 w®N��,�. •• ��� �,�� W REFER TO PLAN FOR JAMB STUDS BUILT-UP COLUMN N ATTACH 2x STUDS W/ INFO. (2) SIMPSON LSTA18 (2)16d NAILS @ 6" O.0 CMU WALL BELOW PER DETAIL INCDICATED ON STRAPS CENTERED @ «`° q -k, o> •• W a BEARING WALL PER FLOOR W/ (14) 10d FROM TOP OF WALL PLAN BEYOND NAILS ` y ' J Z COLUMNS IF HEADER IS UPSET (2) SIMPSON LSTA18 MID -HEIGHT BLOCKING (2) SIMPSON META16 STRAPS CENTERED Cc PER BEARING WALL FLOOR TRUSS TO �- T-^ FLOOR W/ (14) 10d SCHEDULE MASONRY WALL NAILS z LOWER: (1) 2x SILL (3) 2x STUD PACK — COLUMN BASE EXT. SHEATHING ATTACH PER NAILING CONNECTION PER FLUSH W/ FACE OF SCHEDULE PLAN MASONRY ATTACHED .• ;` •®®•••• Q�. PER NAILING ATTACH 2x STUDS W/ REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.0 FOUNDATION PLAN 1/8" GAP BETWEEN FOR FTG. SHEATHING AND ®°A®rr►►sl�R °� m U. INFORMATION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR --- PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 1E FT MAX: DRAFT STOPPING MATERIALS TYPICAL TWO STORY COL. GIRDER MIN THICKNESS SHALL SO3 @ CALIFORNIA CORNER A -A ATTACH SILL W/ (2) 10d 3/4"=1'-0" TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SIMP. HTT4 W/ (18) 10d x 22" NAILS TO POST (U.N.O. ON (3) 2x STUDS FRAMING PLAN) & e" ALL THREAD W/ 7" MIN. EMBEDMENT INTO TIE BEAM USING SIMP. SET EPDXY U-/ — (4) 2x STUDS STANDARD CORNER A -A NOTE: WHEN 3 OR MORE WINDOWS ARE IN A ROW (ONLY JAMB STUDS BETWEEN WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS SOLID SHEATHING @ SOLID SHEATHING @ HEADER HEADER SIMPSON SP4 W/ (6) SIMPSON SP4 W/ (6) 10d x1-1/2" @ 24" O.C.<<� 10d x1-1/2" @ 24" O.C. SyF�j (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 yFFT (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE U.N.O. ON PLAN 3 , THEN RUN DOWN FACE OF JAMB STUDS/ U.N.O. ON PLAN PLAN FOR MORE INFO. --__-_- HEADER - SEE 2ND HEADER TRUSSES TO BE P.T, IF HEADER - SEE 2ND (1) SIMPSON LSTA30 FLOOR PLAN FOR MIN. (1) ROW 8d NAILS @ 3" FLOOR PLAN FOR MIN. �. `��iill"Il►Ir/® Vr /' rn (FELT PAPER OR SIM) IS HEADER SIZE & REQ'D TO BOTTOM PLATE/ HEADER SIZE & REQ'D Z *,4 w®N��,�. •• ��� �,�� W STRAP CENTERED O JAMB STUDS 2x SYP #2 RIBBON (MIN JAMB STUDS aim `�®®®.•° ••.® ®��, 000 00 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON EXTERIOR SHEATHING CMU WALL BELOW PER DETAIL INCDICATED ON a 3/4" PLYWOOD FLOOR «`° q -k, o> •• W a o SLOPE w DECKING ATTACHED FROM TOP OF WALL BRG DIRECTLY ONc i PER NAILING y ' J Z t!► IF HEADER IS UPSET TO BOTTOM OF FLOOR SLOPED BALCONY _ LLI S u!®d Q U_ AND GIRDER/BEAM FOR FLOOR AND WINDOW IS SYSTEM (RIBBON / 0 =�-0"C( o IF HEADER IS UPSET �. O -� �- o•>'� "� `C z LOWER: (1) 2x SILL BEAM) ATTACHED PER W ui D 7�,••••® BELOW W/ (22) 10d CONNECTION PLATE W/ (2) 10d NAILING SCHEDULE. AND WINDOW IS z O .• ;` •®®•••• Q�. TOENAILS. EXT. LOWER: (1) 2x SILL �'®®� ® Q �, , O NAILS S HEADER OPENINGS Z (!)H PLATE WI (2) 10d w ®°A®rr►►sl�R °� m U. O 0 LESS THAN 4FT:(1) 2x ---� TOENAILS. EXT. � IX Q J W m --- SILL PLATE W/ (2) 10d z 0-0 LL W HEADER OPENINGS � O TOENAILS. OPENING LESS THAN 4FT:(1) 2x w in W STRUCTURAL ENG: BAD LARGER THAN 4FT: (2) u) W DRAFTING: SILL PLATE W/ (2) 10d 0 2x SILL PLATE W/ A35 (2) 2x SILL AT WINDOW TOENAILS. OPENING U CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS LARGER THAN 4FT: (2) 0 z CRIPPLES @ 16" O.C. AT EA. END NAILED TO 2x SILL PLATE W/ A35 W W/ (2) 10d TOENAILS STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x i f- T&B (PLYWOOD NAILS @ 8" O.C. THEN CRIPPLES @ 16" O.C. m Q SHEATHING REQ'D STUDS @ 16" O.C. W/ (2) 10d TOENAILS o T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD O SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D T&B) --- UNDER WINDOW OF SILL (MAX OPEN'G w WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR U_ OPENINGS GREATER O THAN 4' BUT LESS z THAN 6' 0 z F/2x TOP & BOT. `` 0 IBBONS, CONT. CL NOTE: ALL FLOOR JOIST 2nd FLOOR WALL; SEE SCHEDULE PLAN FOR MORE INFO. ` IF SHEATHING IS NOT 3" O.C. WALL Q TRUSSES TO BE P.T, IF CONT. TO BOTTOM OF (1) SIMPSON LSTA30 NO MOISTURE BARRIER (1) ROW 8d NAILS @ 3" PROVIDE ADEQUATE STRAPS FROM EA. M (FELT PAPER OR SIM) IS WATERPROOFING. NO STUD TO TRUSS REQ'D TO BOTTOM PLATE/ PROVIDED STRAP CENTERED O W 2x SYP #2 RIBBON (MIN SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON a 3/4" PLYWOOD FLOOR FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO 2nd FLOOR CORNER FRAMING ATTACHMENT SO HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR 3/4"=1'-0" % 3/4"=1'-0" 3/4"=1'-0" 15/32" OR 7/16" OSB. ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS W/ 8d NAILS AT FLOOR SHEATHING & FLOOR SHEATHING & TRO.C. TOP AND NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING BOTTOM CHORDS FRAMING NOTES 2x STUDS , SEE FRAMING NOTES 2x STUDSSEE NAILING SCHEDULE SCHEDULE FRAMING PLAN FOR FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS , SEE 2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE @ 48" O.C. W/ (2) 12d TO VERIFY SIZE AND SEE ARCH PLAN RIBBONS W/ SIMPSON AND SEE ARCH PLAN TOENAILS EACH END SYS. 42 FLOOR TO VERIFY SIZE GIRDER TRUSS PER 2x BOTTOM PLATE W/ TRUSSES @ 24" O.C. A35 EA. END TO VERIFY SIZE PLAN 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C.(MAX) 2x BOTTOM PLATE W/ 2x BLOCKING FOR 2x BOTTOM PLATE WJ AGAINST TRUSS (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. VERTICAL @ 48" O.C. ROW 8d NAILS HI 3"WALL SHEATHING (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) (1) ROW 8d NAILS @ 3" W/ (3) 12d NAILS EACH O.C.O.O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING END TO BOTTOM PLATE/ TOP CHORD TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE PRE -ENG FLOOR TRUSS TOP RIBBON 2x SYP #2 RIBBON (MIN 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) -0R FIELD FRAME 2x4 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM SYS. S FLOOR KNEE WALL, STUDS @ 16d NAILS; BOTTOM CONC. SLAB - TRUSSES @ 24" O.C. RIBBON TO BE PT IF SEE FOUNDATION (MAX) 16" O.C. W/ (2) 16d NAILS RIBBON TO BE PT IF BRG DIRECTLY ON SEE TRUSS LAYOUT @ EACH END. TRUSS TO CMU FOR HANGER PLAN FOR MORE INFO BRG DIRECTLY ON CMU CMU W/ STRAP PER STANDARD CONNECTOR (2) ROWS 8d NAILS @I (2) ROWS 8d NAILS @ NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN .. �" O.C. WALL SHEATHING PLAN !.''I ' BOTTOM RIBBON MASONRY OR MTS12 RIBBON TO BOTTOM PLATE 1/8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR SEE FOUNDATION NOTE: ALL FLOOR � NOTE: ALL FLOOR DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING &CMU WALL TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE BARRIER FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER M JOIST 2nd FLOOR WALL; SEE SCHEDULE PLAN FOR MORE INFO. IF SHEATHING IS NOT 3" O.C. WALL Q 2x BOTTOM PLATE WJ CONT. TO BOTTOM OF (1) SIMPSON LSTA30 U (1) ROW 8d NAILS @ 3" PROVIDE ADEQUATE STRAPS FROM EA. M O.C. WALL SHEATHING WATERPROOFING. NO STUD TO TRUSS REQ'D TO BOTTOM PLATE/ CONCRTE SLAB STRAP CENTERED O W 2x SYP #2 RIBBON (MIN CL TOPPING INFO 2x4) TO TRUSS W/ (4) w 3/4"=1'-0" W 16d NAILS; BOTTOM a 3/4" PLYWOOD FLOOR O BETWEEN COLUMN SEE FRAMING PLAN SLOPE w DECKING ATTACHED BRG DIRECTLY ONc i PER NAILING CMU SCHEDULE SLOPED BALCONY W AND GIRDER/BEAM FOR FLOOR FLOOR JOIST (12" 0 =�-0"C( TALL) W/ LUS26 OR z LUS46 TO LEDGER W W �az0 BELOW W/ (22) 10d CONNECTION OV Q W 00 0. 0- 0 �? 2x8's MIN. SPF #2 @ 16" O.C. MAX W/ MID POINT BLOCKING (U.N.O.) 2x BASE PLATE W1(2) 2x BRG WALL W/ SIMPSON SP2 @ MSTAM24 EA. SIDE OF - 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN EA, STUD TO WALL OR LSTA18 TO WALL IS CONT BRG ON TRUSS BELOW W/ (9) 10d 2x BRG WALL W/ SIMPSON SP2 @ TOP & @ 2x BLOCKING W/ (2) 12d BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 NS SP1 BASE. LSTA18 @ TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) � ST TAPCE PER STRAP; CENTER MAY BE PLATE ATTACH PER CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN USED BS12 2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE MASONRY WALL AND 2x4 BLOCKING 12d NAILS @ 12" O.G. 2x BLOCKING W/ (2) 12d 3ER BY OTHERS FRAME WALL EXTERIOR SHEATHING BETWEEN STUDS W1 TOENAILS EACH END FLOOR TRUSS PER I ATTACH PER NAILING 3/4" FLOOR SHEATHING (2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE SCHEDULE ATTACHED PER BLOCKING W/ SIMPSON EACH END SIMPSON HTT4 AT W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 NAILING SCHEDULE HUC24-2 EACH END, 3S PER PLAN WINDOW JAMB STUDS (2) 2x4 #2 SYP 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING USE (4) 10d & (2) 10d 16" 0. C. MAX. & 3" INSTEAD OF INDICATED BLOCKING W/ SIMPSON 2x8 #2 SYP P.T. SILL NAILS. UNDER ISN USS IDIREC EXTERIOR FLAT STRAP. HUC24-2 EACH END, D, (3) SCREWS FOR 24" I TO.C. WINDOW JAMBS USE SEE PLAN INTERIOR FLAT STRAP USE (4) 10d & (2) NAILS. UNDER SEE Pte" (2) 2x6 W/ HUC26-2. (TRUSS. VERIFY W/ IS STILL REQUIRED AT ANCHOR BOLT OR IF 2 -PLY TRUSS (TI-RUSS SHOP 9 RAWINGS "'' JAMB STUD CONDITION WINDOW JAMBS USE L--------------- --......... J LOW ROOF TRUSS SEE 2x8 #2 SYP P.T. SILL CONNECTION (2) 2x6 W/ HUC26-2.` DRAFTING: TRUSS PLAN FOR SIMPSON CS18 SEE ARCHS FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH CONNECTIONS DATE: 3/26/18 ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER - MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN OR WOOD WALL PER ON WOOD USE HGA PLAN PLAN CLIPS @ 24" O.C.) SECTION (&, RAISED HEEL TRUSS 47c;v \ SECTION ((D_ COMBO TRUSS (2) 2x SYP #2 BUILT-UP STU[ COLUMNS 1/2"=11-011 % 1/2"=11-011 WALL SPLICE DETAILS EXTERIOR SHEATHI"" EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" v ADDITIO \ ARCHS O.C. - SEE FRAMING SIMPSON H2.5 2X4 #2 SYP NAILER TRUSS TO LEDGER PLATE ATTACH PER TO STUDS W/ 3-16d PLAN FOR MORE INFO. NAILING SCHEDULE IY4"x3" SDS WOOD Z ISCREWS @ 16" O.C. 1 E3< ROOF SHEATHING — IMAX - EQUALLY 2x4 BLOCKING (SPACED & 3" FROMH. F3 PER NAILING 3ER BY OTHERS ITRUSS i BETWEEN STUDS W1 L-------------------------- -----------------------OPT. I I PRE-ENGINEERED — SHEATHING PER PLAN (2) 12d TOE NAILS ATTACHED PER TRUSS PER PLAN w NAILING SCHEDULE ATTACH PER NAILING EACH END 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 LEDGER W/ (2) %"x3-1/2" LEDGER W/ (4) 16d 3S PER PLAN SCHEDULE JL SDS WOOD SCREWS @ r-- -�-- 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING 16" 0. C. MAX. & 3" STA30 HEADER 2x8 #2 SYP P.T. SILL FROM EA, END - USE ISN USS IDIREC O.C. MAX. (INSTALL (4) ( (3) SCREWS FOR 24" I TO.C. SIMPSON LUS26. USE PLATE W/ 1/2" EPDXY �2ECESS LEDGER INTO I LUS26-2 FOR 2PLY STUDS ABOVE TO (TRUSS. VERIFY W/ I ANCHOR BOLT OR IF 2 -PLY TRUSS (TI-RUSS SHOP 9 RAWINGS I SIMPSON LUS26-2 BEARING WALL EXTENSION L--------------- --......... J J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL CONNECTION W 8" CMU WALL TYP DRAFTING: SIMPSON CS18 13/4 EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY U QC CHECK: EA 0 STUDS ABOVE TO FROM EA.END ANCHOR BOLT OR SCALE: AS INDICATED I— z DATE: 3/26/18 STUDS BELOW w 0 J -BOLT W/ MIN. 7" w � Da U.N.O. EMBEDMENT @ 32" MAX 1/8" GAP O.C. & 3" FROM EACH 0 o a o BETWEEN SHEATHING END o 0 AND CMU 2x SPF BASE CONT. #5 IN TIE BEAM PLATE EXT. FINISH PER ARCHS WALL SPLICE DETAILS EXTERIOR SHEATHI"" (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSSIDE OF G.T. USE (4) OPT TRUSS RECESS LEDGER LEDGER @ GIRDER 3/4"=1'-0" 16d NAILS) 603 LEDGER @ OPEN TO BELOW SEE 2NE I ---- --------------_...-.-..,._-----I WALL SE FROM TOP OF WALL ADDITIO FOR LOCATION INFORM) TO BOTTOM OF SILL SIMPSON H2.5 2X4 #2 SYP NAILER TRUSS TO LEDGER PLATE ATTACH PER TO STUDS W/ 3-16d -----------_..........._-.------------- NAILING SCHEDULE IY4"x3" SDS WOOD Z ISCREWS @ 16" O.C. 1 E3< ROOF SHEATHING — IMAX - EQUALLY ISIMPSON H2.5 EA.ATTACH (SPACED & 3" FROMH. F3 PER NAILING 3ER BY OTHERS ITRUSS i SCHEDULE L-------------------------- -----------------------OPT. I I PRE-ENGINEERED — CONT. ADD BLOCKING SYSTEM BELOW ATTACHED PER TRUSS PER PLAN w NAILING SCHEDULE o MIN. 2x6 #2 SYP CONT. PLYWOOD FLOORING — 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 LEDGER W/ (2) %"x3-1/2" LEDGER W/ (4) 16d 3S PER PLAN PLAN FOR MORE INFO JL SDS WOOD SCREWS @ r-- -�-- 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING 16" 0. C. MAX. & 3" STA30 HEADER FLOOR TRUSS, 24" FROM EA, END - USE ISN USS IDIREC O.C. MAX. (INSTALL (4) ( (3) SCREWS FOR 24" I TO.C. SIMPSON LUS26. USE 'PER PER PLAN �2ECESS LEDGER INTO I LUS26-2 FOR 2PLY STUDS ABOVE TO (TRUSS. VERIFY W/ I TRUSS IF 2 -PLY TRUSS (TI-RUSS SHOP 9 RAWINGS I SIMPSON LUS26-2 BEARING WALL EXTENSION L--------------- --......... J 2x8 SYP #2 LEDGER W/ (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS T ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWSSIDE OF G.T. USE (4) OPT TRUSS RECESS LEDGER LEDGER @ GIRDER 3/4"=1'-0" 16d NAILS) 603 LEDGER @ OPEN TO BELOW SECTION Ccs LOW ROOF 3/4"=1'-0" NOT USED 3/4"=1 "-0" 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2 EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END SECTION a- OPEN TO ABOVE 12 PER PLAN MASONRY WALL PER PLAN (2) 2x TOP PLATE --- (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS SEE 2NE I ---- --------------_...-.-..,._-----I WALL SE SEE FLOOR ADDITIO FOR LOCATION INFORM) U.N,O. ON FRAMING SIMPSON H2.5 2X4 #2 SYP NAILER TRUSS TO LEDGER IMIN. 2x6 #2 SYP TO STUDS W/ 3-16d ICONT. LEDGER w/ (2) IF WALL SHEATHING IS IY4"x3" SDS WOOD Z ISCREWS @ 16" O.C. 1 E3< ..El IMAX - EQUALLY 4 \_ (SPACED & 3" FROMH. F3 R H END OF LEDGER - IUSE (3) SREWS IF 24" LEDGER RECESSED INTO TRUSS. VERIFY IO.C.IS REQUIRED w/ SHOP DRAWINGS L-------------------------- -----------------------OPT. OPT.TRUSS RECESS LEDGER SECTION Ccs LOW ROOF 3/4"=1'-0" NOT USED 3/4"=1 "-0" 1-1/2"=1'-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2 EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END SECTION a- OPEN TO ABOVE 12 PER PLAN MASONRY WALL PER PLAN (2) 2x TOP PLATE --- (2) 2x HEADER SEE - PLAN FOR MORE INFO & CONNECTIONS 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 AB TO STUD BELOW 1 END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE ATTACH TO DOUB TOP PLATE W/ (2) 4-1/2" 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 fi!Fl BRACING @ 2 STORY FRAME WALL 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE STUDS TO ALIGN W/ TO BEARING WALL WINDOW SEE PLAN SEE FLOOR STUDS ABOVE USING SIMPSON H10A L FOR LOCATION FRAMING PLAN FOR U.N,O. ON FRAMING 2x BLOCKING w/ (2) 12d - 2X4 #2 SYP NAILER PLANS TOENAILS EACH SIDE TO STUDS W/ 3-16d F2SECTION @ 2 -STORY BRG. IF WALL SHEATHING IS @ EA, STUD, Z STOPPED BELOW ATTACH TRUSS TOEXT. SHEATHING FROM ROOF LINE NAILER W/ (3) 10d ALIGN 2ND FLOOR ,--' TOP OF WALL TO DBL TOE NAILS. STUDS w/ 1ST FLOOR BOTTOM PLATE. IF 2x BASE PLATE W/ 12d - ROOF AND EXTERIOR STUDS SHEATHING IS NOT @ 24" O.G. TO FLOOR SHEATHING CONT. ADD BLOCKING SYSTEM BELOW ATTACHED PER (2) 2x SPF#2 BASE@ SHEATHING SPLICE w NAILING SCHEDULE PLATE. ATTACH 1 ST PLY W/ (3) 10d TOENAILS PLYWOOD FLOORING — 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 SEE FLOOR FRAMING LEDGER W/ (4) 16d TRUSS, THEN ATTACH @ TOP REQ'D PLAN FOR MORE INFO NAILS, ATTACH NAILS 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING INTO END OF EA. @ 12" O.C. ATTACH PER NAILING STA30 HEADER FLOOR TRUSS, 24" SCHEDULE SIMPSON CS18 PER ISN USS IDIREC O.C. MAX. (INSTALL (4) WF16/ 2x4 SYP#2 BLOCKING &MORE INFO NAILS AT EA. SIDE OF W/ (2) 10d TOE NAILS 2x STUDS SEE PLAN G.T.) LOW ROOF TRUSS W/ STUDS ABOVE TO SIMPSON LUS26 OR (2) 2x TOP PLATE 16" TALL RAISED HEEL IF 2 -PLY TRUSS SEE PLAN FOR BOTTOM CHORD FLOOR GIRDER SEE SIMPSON LUS26-2 BEARING WALL EXTENSION PLAN FOR TRUSS LEDGER REQUIREMENTS. ATTACH EACH TRUSS CONNECTION W 8" CMU WALL TYP DRAFTING: 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 AB TO STUD BELOW 1 END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE ATTACH TO DOUB TOP PLATE W/ (2) 4-1/2" 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 fi!Fl BRACING @ 2 STORY FRAME WALL 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 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. J `9�r�1r►'r'rr�®���� O.S.B. TO OVERLAP TRUSSES PER PLAN tw+` ,zr ®�°°. p �� � BOTTOM PLATE 1-1/4" � ; :T®°4 co 9 tL A (MIN.) w �, ®z N' O U 0®n Z vrs 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL ` iwj 0 V FLOOR WALL W/ BRACE @ 48" Q.C. MAX. w°. �d a z n v® ® C%j 1/4" X 3-1/2" SIMPSON 450 FROM N�' •® �o SDS SCREW @ 16" O.C. HORIZONTAL BRACE , Z �� ®'°" ° �L� Z NOT REQUIRED O ®`® Q (2) 2x4 TOP PLATE 6' FROM EAVES. o ®®'®Srrllll ll� >- CL w �- < 1 11=1'-011 W O U (9 z W (2) 2x SPF TOPp h J STUDS TO ALIGN W/ TO BEARING WALL — SEE TRUSS LAYOUT SEE FLOOR STUDS ABOVE USING SIMPSON H10A L FOR TRUSS LOCATION FRAMING PLAN FOR U.N,O. ON FRAMING & CONNECTION INFO MORE INFO. VERIFY PLANS C0 0 U. PLAN FOR LOCATION F2SECTION @ 2 -STORY BRG. `/F1 TYPICAL CONNECTION @ GIRDER OR BEAM �� AND DIRECTION Z (2) 2x HEADER 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. J `9�r�1r►'r'rr�®���� O.S.B. TO OVERLAP TRUSSES PER PLAN tw+` ,zr ®�°°. p �� � BOTTOM PLATE 1-1/4" � ; :T®°4 co 9 tL A (MIN.) w �, ®z N' O U 0®n Z vrs 2x LEDGER TO UPPER 2X4 SYP #2 DIAGONAL ` iwj 0 V FLOOR WALL W/ BRACE @ 48" Q.C. MAX. w°. �d a z n v® ® C%j 1/4" X 3-1/2" SIMPSON 450 FROM N�' •® �o SDS SCREW @ 16" O.C. HORIZONTAL BRACE , Z �� ®'°" ° �L� Z NOT REQUIRED O ®`® Q (2) 2x4 TOP PLATE 6' FROM EAVES. o ®®'®Srrllll ll� >- CL w �- < 1 11=1'-011 W O U (9 z W (2) 2x SPF TOPp h J M <;( M 0 0 ._.I M LL LLZ_W0j w F- Z O� c0 ©W F LL F- N O ��yy o =i O — 0 Z O LLJ C) =h-©w� 0 0 (nOLIJ J��fY d LL 1-Q. _ W or z Ja0�z Cr HD'~Uj 0 W H how>- Q o W~LLZ(n I -- H u a w �WW 9� ILL N 0 O LL U 0 LLI CK ri X w Q~. ° Ad. U da TO O J 8 ° z z Q� . 0 U " W 0e O W Z �m Qn. Z w � D U'^) vJ U ti M U � Lu J p p rn u~i [�� Iw-Zcna� 8 p Q E ' C'4 I— ZU Cl) I- (N�°N SEE FOUND. PLAN FOR FTG. REQ. LL W �, _I E �: a C STRAPS TOP & = Q o o m J sOd..� 0 I— U) 0P�nw o (a)1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2"' ATTACH BOTTOM OF EA. STUD I-- 0 Z Q ¢ w Y O E WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL v ~ O w o w g MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE O W Q 0 WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER w LU w v o OSEE HEADER SUPPORT SCWEDULE ~ O ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS IFIT Y s (n L) M z 1`... Q � O M v J 2 S OR INTERIOR BEARING WALL z 141 1' % 3/4"=1'-0" PLATES U.N.O. 1"=1'-0" w Ll 0 C0 0 U. 1�j Z (2) 2x HEADER z WLUMa SEE FLOOR PLAN rn " 0 OWF_� FOR MORE INFO z°a w SP4 TOP OF EA. z Wooao. STUD U.N.O. STA30 HEADER �oz0 SIMPSON CS18 N TO BUILT UP STUD •• 2x STUDS SEE PLAN p!a�WCO STUDS ABOVE TO w C>L D 0. OC et STUDS ABOVE ARE z (n STUDS BELOW W TO ALIGN W/ STUDS U) DRAFTING: SIMPSON CS18 -STRUCT: TW BELOW U QC CHECK: EA 0 STUDS ABOVE TO JOB No. DWH-0204742 SIMPSON CS18 SCALE: AS INDICATED I— z DATE: 3/26/18 STUDS BELOW w 0 STUDS ABOVE TO /HEADER w � Da U.N.O. BELOW B 0 o a o s o 0 2x SPF BASE PLATE PROVIDE SOLID BLOCKING PRE-ENGINEERED WITHIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM 0 0 (2) 2x SPF TOP 0 0 •; 0 PLATES U.N.O. (2) 2x HEADERSIMPSON B SEE FLOOR PLAN CS18 FOR MORE INFO STUDS ABOVE STUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS 0 STA30 BELOW HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO AL A M <;( M 0 0 ._.I M LL LLZ_W0j w F- Z O� c0 ©W F LL F- N O ��yy o =i O — 0 Z O LLJ C) =h-©w� 0 0 (nOLIJ J��fY d LL 1-Q. _ W or z Ja0�z Cr HD'~Uj 0 W H how>- Q o W~LLZ(n I -- H u a w �WW 9� ILL N 0 O LL U 0 LLI CK ri X w Q~. ° Ad. U da TO O J 8 ° z z Q� . 0 U " W 0e O W Z �m Qn. Z w � D U'^) vJ U ti M U � Lu J p p rn u~i [�� Iw-Zcna� 8 p Q E ' C'4 I— ZU Cl) I- (N�°N SEE FOUND. PLAN FOR FTG. REQ. LL W �, _I E �: a C STRAPS TOP & = Q o o m J sOd..� 0 I— U) 0P�nw o (a)1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2"' ATTACH BOTTOM OF EA. STUD I-- 0 Z Q ¢ w Y O E WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL v ~ O w o w g MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND SCHEDULE O W Q 0 WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER w LU w v o OSEE HEADER SUPPORT SCWEDULE ~ O ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS IFIT Y s (n L) M z 1`... Q � O M v J 2 S OR INTERIOR BEARING WALL z 141 1' --• COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. % 3/4"=1'-0" % 3/4"=1'-0" 1"=1'-0" w Ll 0 C0 0 U. 1�j Z z WLUMa rn " 0 OWF_� z°a w wF- z Wooao. ' �oz0 N p p!a�WCO w C>L D 0. OC et z (n W STRUCTURAL ENG: BAD U) DRAFTING: w -STRUCT: TW U QC CHECK: EA 0 JOB No. DWH-0204742 SCALE: AS INDICATED I— z DATE: 3/26/18 w 0 w � Da --• 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 C OF LANDING W 16d NAILS FROA LEDGER TO STl PACK STANDARD (3) 2; STRINGERS W/ SIMPSON A35 /A 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 (2) 2x BEAM PER �'`a-- 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4"-0" MAX ATTACHING TO END OF LANDING FOR 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 TO LANDING O.G. 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"4" BEAM/FLOOR TRUSS STUDS REQ'D @ END (3) 2x12 3/4" PLYWOOD OR OSB OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH SHEATHING OVER 16d NAILS FROM OF LANDING r z LANDING ATTACHED PACKER TO STUD I I PER GENERAL FLOOR STANDARD (3) 2X1,' SYP #2 STRINGER SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDIN( FRAMING CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR WOOD WALL (2) 2x BEAM PER --l— 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @ LANDING MASONRY WALL) CONT 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 0 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING 4'-01" A35 @ EA. STRINGER TO LANDING 2x8 SEE ARCHS. FOR MAX. 11'-0" 6" MIN. ro STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING - MASONRY WAL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B -B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS RISE OF STEPS AND JOISTS MAX WIDTH AT LANDING MIN. TREAD DEPTH (#2 SYP) 3/4" O.S.B. W/ 8d NAILS (3) 2x12 2x8 @ 3" O.C. TOP AND (2) 2x12 2x6 6'-0" BOTTOM CHORD (1) 2x12 (1) 2x8 2x6 4'-01" -JOIST PER FRAMING (3) 2x12 2x8 PLAN W1 SQUASH 11'-0" (2) 2x12 2x6 BLOCK OR (1) 2x12 (1) 2x8 2x6 4"4" BEAM/FLOOR TRUSS d' (3) 2x12 2x8 PER PLAN 10'-0" (2) 2x12 PENDING LANDING 6'-0" (1) 2x12 (1) 2x8 2x6 HEIGHT AND PLAN (3) 2x12 LAYOUT. HEADER 9'-0" (2) 2x12 2x8 WITHIN SUPPORT 9'-01, (1) 2x12 (1) 2x8 2x6 WALL COULD BE 2x L -BRACE W/ 12d 2x6 VERTICAL AND (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 OF TRUSS (3) 2x12 SUPPORT A ONE @ MID -SPAN A 2x8 INFORMATION. A34 @ EA. STRINGER (1) 2x12 (1) 2x8 2x6 5'-0" TO LANDING 61-011 (2) 2x12 2x8 2x ATTACHED TO I I p 2x JOIST (P.T. IF ATTACHING TO STRINGER III I I I I 2x6 MASONRY WALL) CONT 5'-0" OR LESS I I I I 2x8 LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I 6"-0" TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III ( I x 3 1/2" TITENS @ 16" O.C. MAX. FOR I I I (2) 2X BEAM PER MASONRY WALL) A35 CONNECTION I I I I SCHEDULE. @ END OF z W W M LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR MORE INFO LET -IN FASTEN TO TO BEAR DIRECTLY ON 2 J SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED SECTION X -X BELOW. SCHEDULE TAPCONS @ MIN. END o MIN. (3) 2x4 SPF #2 0 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" (2) 2x12 2x6 6'-0" 12'4" (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"4" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 9'-01, (1) 2x12 (1) 2x8 2x6 5'-01" 2x L -BRACE W/ 12d 2x6 VERTICAL AND (3) 2x12 2x8 9"-0" (2) 2x12 2x8 7'-0" 81.011 (1) 2x12 (1) 2x8 2x6 5"-0" L -BRACE @ V-0" O.C. & OF TRUSS (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'-0" 7"4" (1) 2x12 (1) 2x8 2x6 5'-0" 61-011 (2) 2x12 2x8 8'-01" 0 p (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" LL. (1) 2x12 (1) 2x8 2x6 6"-0" NOT USED NOT USED a ®���rrrA. �ll'wrarr®r° U) °.••••• IR ® 0 o0 � ®w 00 CLI � Q E:i.. ®® ®I P ®®�®� _j < w wl''na r (D w 0 O 0 o W _j 3 Q CO 0 w O U_ w 2 E - w 0 U) z 0 U) O O Lr_ cr w U O U) J W Q H w J CL O U O W a DC ri H U 0 CD O U O Q Z 00� OO a z w U) ,^ LU VJ V h M U w H U �zU �8 Z Ohm w 0 W Z = Qoowo• M Z O IJ— W Z z�zLyz E SEE ARCH PLAN — 2x4 CONT, TOP PLATE 0 1--V g o 0 MAX. ABOVE FLOOR ATTACH TOP PLATE TO _j W Q ?� U) STUDS W/ (2) 16d TOE 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6'-0" @ 24'" O.C. 2x4 SILL PLATE W/ (2) I 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY O.C. NAILS @ 4'0.C. ( 24" O.C. W/ (2) 12d G W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM M w W Z ULU Z (n w M �. z BASE PLATE PER FLOOR PLAN NOTE: SPACED/CENTERED IN TRUSS SEE PLAN ATTACHED PER PLAN 1, BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE DATE: 3/26/18 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT u FACE OF TRUSS w 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR (ST03 SECTION HANDRAIL W/ L LANDING NG STRINGER ATTACHMENTS, SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL w (SjjTa01 GENERA (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. ,� _ �_ �� SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR � FLOOR TRUSSES SCALE: 3/4 -1 0 of I of 4 BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID N.T.S. T ST1 STAIR FRAMING INFO SCALE: 3/4 =1-0 . UNDER BEAMS LESS THAN 2x12) 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. COPYRIGHT MCD 2015: The information contained In this document Is copyrighted and Is the ex c p p y OPENIN VERTICAL LOCATIONS). ¢ n HANDRAIL NOTCH SILL PLATE M KNEEWALL FOR VERTICAL NOTCH SILL AND O PLYWOOD FLOORING V J Fn TO ALLOW VERTICAL d LL 2x L -BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO z p Q NAILS @ 4" O.C.FACE L -BRACE @ V-0" O.C. & OF TRUSS U) - @ ANY OPENING 2x4 CONT. TOP PLATE O in 0 p (ATTACH TOP PLATE � = LL. ATTACH 2x6 VERTICAL TO STUDS W/ (2) 16d > Z TO TRUSS W/ (3) %4' x 3" 3 1/2" TOE NAILS z W W M Q 11 DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS a 2 J SECTION X -X N.T.S. EQUALLY 2x4 #2 SPF STUDS @ o 0 W 0 SPACED/CENTERED IN 24 O.C. EVERY OTHER z _ J Q 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE STUD BE Uj W M ATTACH TOP PLATE TO FACE OF TRUSS ATTACHH ED TO TRUSS = 0 STUDS W/ (2) 16d TOE 3j" BELOW (OTHERWISE �— _jZ � Q — V NAILS SEE ARCH PLAN i ATTACH W/ (2) 12d z Wco 0 CL— MAX. 4'-0" ABOVE FLOOR l TOENAILS @ BOTTOM) W 0) [L _T_ ��' et V Z Q 2x4 #2 SPF STUDS @ Xr X I NOTCH FLOOR 2x4 SILL PLATE W/ (2) � h W Q Q 24" W/ (2) 12d 24" O.C.O.0 SHEATHING TO 16d TOE NAIL EA. S � — z (' N LS BOTTOM CONT. BRACE & 10d O 0 ACCOMMODATE 2x NAILS @ 4" O.C. TO �- p (� Q J W to 2x4 SILL PLATE W/ (2) FLOOR SHEATHING w CL 0.. d' NOTCH SILL AND 10d NAILS @ 4" O.C. z PLYWOOD FLOORING TO ALLOW VERTICAL (NOTCHED @ 2x6 VERTICAL LOCATIONS). l ATTACH 2x4 TO TRUSS U) o STRUCTURAL ENG: BAD ---__..-- DRAFTING: DRAFTING: _ () � TO SLIDE DOWN TO W/ 2 Y4"'x3"" SDS FACE OF TRUSS 4c� SCREWS EQUALLY SPACED & CENTERED w-STRUCT: TW ATTACH 2x6 VERTICAL 2x6 VERTICAL AND IN TRUSS QC CHECK: EA TO TRUSS W/ (3) %4' x 3" L -BRACE @ 6'-0" O.C. & @ANY OPENING I-- JOB No. DWH-0204742 SDS WOOD SCREWS EQUALLY _j SCALE: Q-- . _._ AS INDICATED — - ...-- BASE PLATE PER FLOOR PLAN NOTE: SPACED/CENTERED IN TRUSS SEE PLAN ATTACHED PER PLAN 1, BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" TRUSS TO OUTSIDE DATE: 3/26/18 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT u FACE OF TRUSS w 3.(1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR (ST03 SECTION HANDRAIL W/ L LANDING NG STRINGER ATTACHMENTS, SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL w (SjjTa01 GENERA (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. ,� _ �_ �� SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR � FLOOR TRUSSES SCALE: 3/4 -1 0 of I of 4 BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID N.T.S. T ST1 STAIR FRAMING INFO SCALE: 3/4 =1-0 . UNDER BEAMS LESS THAN 2x12) 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. COPYRIGHT MCD 2015: The information contained In this document Is copyrighted and Is the ex c p p y