The URL can be used to link to this page

Home My WebLink About2958 Gipper Cir 18-2318 (a)x�*��^U�� U ��x��~�~�� n��~�n��k�~ U`��~� U �� FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TOBECOMPACTED TOATLEAST 95%OF MEANSANDMETHODS` MAX. DRY DENSITY ASDETERMINED BYASTK8O1567(MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OFTHE BEARING CAPACITY 2ODOPSF CONTRACTOR. THE STRUCTURE |SUNSTABLE UNTIL ALL LOAD BEARING WALLS ARE T�z��A��T ��F�TK8[cMJT TERMITE ERECTED & TRUSS /FRA&4EK82K8BER8ARE CONNECTED PROPERLY PER APPROVED REFERTOSE�T|ONR318PRDTECT|[)NAQA|N�TTERK�iTEG.{�FTHEFL(J�|OA FRAK8\N[�PLANS / DETAILS ALONG ��CONNECTOR &COK8PONENTK�ANUFACTURERG' BU O C � S CU T|DN FORFULLL|8TOF � . SPEC|F|�AT|CJNG UNT|L�U�HT|K�ETEK�Pr>RARYBRAC|NQ&GHOR|NGOFV�\LL8AND REQUIREMENTS. |FPERIMETER TREATMENT USED, INSTALL SENTR|CONBAITING FRAME MEMBERS |STHE SOLE RESPONSIBILITY OFTHE CONTRACTOR. STATIONS. UNDER STAIR CAST IN PLACE CONCRETE 1.ENCLOGEDACCEGS|BLESPACEUNOERSTARSSHALLHAVEVVALLG.UNOERSTAR 1.ALL CONCRETE SHALL HAVE AMINIMUM COMPRESSIVE STRENGTH AT2ODAYS OF SURFACE AND ANY SOFFITS PROTECTED ONTHE ENCLOSED SIDE WITH 1/2-|NOH 2S0OPSI, ASLUMP OF4"PLUS DRMINUS 1^.AND HAVE 2TD4Y6AIR ENTRAINMENT, (127yWyN)GYPSUM BOARD. ANDWATER/CEMENT RATIO OFD.58 2.ALL REINFORCING STEEL SHALL BEDEFORMED BILLET STEEL CONFORMING TD METAL ASTK8A-615GRADE 4UMIN. |T|STHE BUILDER'S RESPONSIBILITY TOENSURE THAT ALL METAL CONNECTORS, 3.WELDED WIRE FABRIC SHALL CONFORM TOASTMA-185FOR Sx6xVV1.4xVV.4 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL VVVVFSHALL BELAPPED ATLEAST G"&CONTAIN ATLEAST ONE CROSS WIRE WITHIN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES THE 6''F|BERK8|)<OFEQUAL SPECIFICATIONS MAY BEUSED |NLIEU OFVVVVF. DFPRESSURE TREATED WOODS, ASPER THE FOLLOWINGGU|DEL|NES. 4.ALL CONCRETE WORK SHALL BE|NACCORDANCE WITH "THE BUILDING CODE 1.WOOD TREATED WITH DOT SODIUM BORATE(GBX):CONNECTORS SHALL BEA REQUIREMENTS FOR REINFORCED CONCRETE" AC|318LATEST EDITION, AND MINIMUM G5DZINC COATING "SPECIFICATIONS STRUCTURAL CONCRETE FOR 8U|LD|N88."AC3Ui. 2.WOOD TREATED WITH ACO'CORACQ'O(CARBONATE)OROTHER BORATE 5.HORIZONTAL FOOTING BARS SHALL BEBENT MIN. 12BAR DIAMETERS (EXCLUDING (NON'OQT)TREATMENTS: CONNECTORS SHALL BEAMINIMUM G185ZINC COATING. BEND) AROUND CORNERS ORCORNER BARS WITH MIN. 24^LAP EXCLUDING BEND 8.FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OFTHE ATEACH END SHALL BEPROVIDED. PRESERVATIVE WOOD TREATER. 8.MINIMUM LAP SPLICES DNALL REINFORCING BARS SHALL BE48BAR DIAMETERS. 4.STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 7 SLAB ON GRADE REINFORCEMENT SHALL BESUPPORTED |NPLACE FROM THE OFPRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF CENTER U UPPER 1/3OFTHE SLAB. AGTyNF1887 BOLTSE PREFABRICATED 1.ALL BOLTS & THREADED RODS TOBEAST&1A3O7ORBETTER (U.N.{}.) 1. ALL PREFABRICATED WOOD TRUSSES SHALL BESECURELY FASTENED TOTHEIR D. STEEL BOLTS LESS THAN ONE -HALF -INCH (13.7 mn) IN DIAMETER USED AS SUPPORTING WALLS DR BEAMS WITH HURRICANE CLIPS [>RANOHORB.UpL|FT FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL 8ECJF CONNECTORS8UCHASHURRKCANECL|p`.TRU88ANCHORGANDANCHORBOLTSARE - HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE ' ONLY REQUIRED ONMEMBERS |NWALLS THAT ARE EXPOSED TOUPLIFT ORLATERAL OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH AGTKUA 153. FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 3 FA�TENER�OTHERTHAN NA|L�ANOT|K�BER RIVETS SHALL BEPERK�|TTEDTOBE THE MEMBERS OFTHESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OFTHESE WALLS ACCORDANCE WITH AGTK8 BG9S. CLASS 55, MINIMUM. AND STRUCTURALPLANS FOR MORE INFO. MASONRY WALL CONSTRUCTION 2, TRUSSES SHALL BE DESIGNED BYK8VVFR8 METHODOLOGY FOR LONG SPAN TRUSSES TO 1.HOLLOW LOAD BEARING UNITS SHALL BENORMAL WEIGHT, GRADE N.TYPE 2. DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TOBE CONFORMING TOAGTKUC9U.W1AMINIMUM NET COMPRESSIVE STRENGTH C}F2OUO CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY PG( (fm = 1900 98|) TRUSS ENGINEER OF RECORD 2. MORTAR SHALL BE TYPE K8 OR S. CONFORMING TOASTKA C270 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED iNACCORDANCE WITH THE 8. HEAD MORTAR JOINTS ATPRECAST WINDOW SILLS TO BE NO MORE THAN 1" LATEST EDITION OF ANSI TP| 1. 4. COARSE GROUT SHALL CONFORM TOASTKUC47GWITH AMAXIMUM AGGREGATE 4.BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BEASREQUIRED BYTRUSS SIZE OF 3/8''AND A K8|N|K8UM COMPRESSIVE STRENGTH OF 3000 P8|. MANUFACTURER UNLESS NOTED ON PLANS 5.VERTICAL REINFORCEMENT SHALL BEA8NOTED DNTHE DRAWINGS WITH CELLS G,TRUSS ELEVATIONS ANDGECT|ONSAREFORGENERALCONF|GURAT|ON{}F FILLED WITH COARSE GROUT AND GRADE 40STEEL. REINFORCEMENT SHALL BE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BEDESIGNED BY ' PLACED IN CENTER OF MASONRY CELL W/ KU|N 1/2^ CLEARANCE TO INSIDE FACE. TRUSS MANUFACTURER IN ACCORDANCE WITH THE OE8i8N LOADS. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/BLOCK TRUSS DESIGN LOADS: WALL ATTHE TOP & BOTTOM & MAXIMUM W'-O" U.N.D. VERTICALLY. TIES T[)THE TOP CHORD: Lr= 18 PSF FOOTING & LINTEL STEEL IS ADEQUATE @TOp & BOTTOM OF WALL; REBAR OL= 7 PSF (SHINGLE TYPE ROOF COVER) PC)S|T|(}NER8 IN MIDDLE OF WALL OL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) 7. REINFORCING STEEL SHALL BE LAPPED MIN. 25" U.N.O. OL= 14 PSF (TRUSS OVERBUILD) 8. HOOKS ATTHE TOP & BOTTOM OF VERTICAL REINFORCING BARS TO BOND BOTTOM CHORD: DL= 5 PSF COURSE AND FOOTING TO BE NO LESS THAN 12 BAR DIAMETERS EXCLUDING BEND 01|N|K4UM FLOOR DESIGN LIVE LOADS: Q. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED A) FLDORQ =4U PGF B) BALCONIES = GOPGF/1O0P$F(|F BALCONY> 100GQ FT) ANCHORS OREPDXY FASTENED STUDS SHALL BEUSED. C)DECKS =4UPSF D)STAIRS = '/` 10. MASONRY ROUGH OPENING TOLERANCES - 1/4"TO + 1/2" E) BONUS ROOM/GAME ROOMS =6hPSF U.N.O. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC QCREEN, METAL M|N|K8UK8 FLOOR DESIGN DEAD LOADS: LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW DF GROUT INTO Aj FLOORS = 15 PSF 8)BALC{]N|ES = 15 PSF CELLS BELOW. THE USE DF FELT PAPER A8ASTOP IS PROHIBITED. GENERAL LOADING: . 12. TEMPORARY BRACING AND SHORING OFWALL TD PROVIDE STABILITY OVR|N8. ATTIC WITHOUT STORAGE = 10 PSF . CONSTRUCTION SHALL 8ETHE RESPONSIBILITY OFTHE CONTRACTOR ATTIC WITH L|K0|TEO STORAGE =20 PSF 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FDR(3) DAYS AND NO GUARDRAILS /HANDRAILS =20D LB POINT LOAD /S0 PSF CONCENTRATED LOADS FOR (7) DAYS. PER CODEAC| 318, LATEST EDITION. GUARDRAILS |N'F|LLCOMPONENTS = 50P8F 14.DURING CONCRETE POURS, GCTDADEQUATELY VIBRATE THE FILLED CELL W/ GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS EITHER RODD|NG DR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE 'ADD|T'L BRACING & BLOCKING PER BCG|-1 &TRUSG MANUFACTURER'S DVVGG CONSOLIDATION. ` TO PROVIDE MIN 2xGYP#2 BLOCKING BETWEEN TRUSSES TDODK4PLY��APA WOOD CONSTRUCTION-8.C. RECOMMENDATIONS FOR MIN. 7/18^ (]SB SHEATHING -MIN 2xSYP#2 BLOCKING REQ'DALONGSIDE TRUSS TOP CHORD 8� ROOFH|P/R|D��E WOOD CONSTRUCTION SHALL CONFORM TC}THEAN8|��O "NATIONAL DESIGN �� TOPREVENT SHEATHING SPAN FROM(NOT REQ'D|FSHEATHING SPAN IS SPECIFICATION FOR WOOD CONSTRUCT|ON^, LATEST ED|T|ON.(NOG) LESS THAN 2FT). BLOCKING T[TRUSS ^6P'OHORDm/ ) 12d NAILS @ 12^J.C. MAX &4^FROM 2' LUMBER DENOTED AS SPF#2 OR 8PF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE KA|N 2x4 GYP#2BLOCKING w/(3) GRADED "No.1/No.2" BY NLGA, OR BETTER. 1�d TOENAILS EACH END. 3 � LUMBER -TRUSS '�X^BRACING: MIN 2x4SYp#2ATANGLE APPROX. 4S"FROM VERT.TOEA, TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED ^Nm2^ BYSFIB. OR BETTER. MEMBER v/(3) 13d NAILS. SPACE ^X' BRACING ALONG TRUSS SPAN @ 1O'-0^ MAX AND 4. OTHER LUMBER SHALL BEVISUALLY GRADED "No.2"ORBETTER, REGARDLESS OF EQUALLY SPACED FROM END ()FTRUSS. ''}" BRACING TOSTART 20''U^MAX FROM #1HIP GPEC|EG, U.N.O. ON FRAMING PLANS OR DETAILS. GIRDER AND /OR (4) BAYS AFTER GABLE ENO BRACING. SEE BCG|'138 SECTIONS 1, 2AND 3 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS, VVALL8, SHEAR WALLS, AND K8|SO. K8EN1E8ERG (|.E. BLOCKING OR GABLE END BRACING) -PERMANENT 2x4 GpF#2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING SHALL BE GPF#2 OR BETTER U.N.[>.. PERPENDICULAR TOTRUSS SPAN AT 15�0^ O.C. MAX W/|N TRUSS SPAN OR PER TRUSS 8. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED (NANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/(Z) 18d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST (GRAVITY OR WIND) CONDITIONS. E.D.R. TO REVIEW |F INSTALLED. ONE TRUSS SPACE (24^) PLUS G^ K8|N PAST BOTTOM CHORD. T. FIELD -CUT ENDS. NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD -INSTALL PERMANENT 2xCONTINUOUS LATERAL BRACE (CLB)ACROSS TRUSS WEBS SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AVVPAK84. AS INDICATED ON TRUSS SHOP DRAWINGS & BC8|-83. (''T^ BRACING MAYBE USED I.L.O. � B. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT F{}RKA THE STRUCTURAL pEMANENTCLB IF IT EXTENDS MIN. 90Y6 OF THE TRUSS WEB (SEE WEB REINFORCEMENT SUPPORTS OF 8U|LO|N8 OR OTHER STRUCTURE AND ARE EXPOSED T{}WEATHER TABLE WITHIN BC8|_B3). AND NOT PROPERLY PROTECTED BY RC>C>F EAVE OR SIMILAR COVERING SHALL 8E ' -AT RAISED HEEL TRUSSES, 2x4 SYP#2 (MIN.) AT TOP AND BOTTOM OF HEEL W/(2) 12d PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY TOENAILS REQ.D.EXT. SHEATHING MUST BEATTACHED TC}RAISED HEEL TRUSS AND DURABLE OR PRESERVATIVE -TREATED WOOD. INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12^TALL: 2x4 8Yp#2 8 ALL LUMBER ON DRAWINGS |G INTENDED FOR DRY ONLY � BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN CONTENT 1996 OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE BOTTOM TOTOP Vm(2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) THE RESPONSIBILITY {JFTHE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED DIAGONAL BRACING REQUIRED ATCLB PERBC8|-BD. BY OTHERS. ` 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING 1O.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE POINTS, AND G|K8|LAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL CENTER OF THE STUD UP TO 1^ D|A. SHALL HAVE STUD PROTECTION SHIELDS. ALL BRACING K8EMBERG, AND ALL TRUSS TOTRUSS HANGERS. HOLES OVER 1" IN O|A FOR PLUMBING L|NEB, ETC. SHALL BEREPAIRED WITH 8|MP8ON FIELD S HSG2STUD SHOES, TYPU.N.D. 11. MANY OFTHE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1. OMITTED REBAR TOSTEEL. |T|GTHE BUILDER'S RESPONSIBILITY T{}VERIFY THE TYPE OFWOOD DRILL A3/4^0HOLE MIN. $" DEEP ATLOCATION DFOMITTED REBAR.AND INSTALL #5BAR TREATMENT AND TD SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE. EPDXY TO BE Q|M98ON STRONG TIE EPDXY OR EC}. FOLLOW FOR EXAMPLE. ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR MANU'SINSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED STAINLESS STEEL FASTENERS. DORSODIUM BORATE (S8X)DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 12.ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'G SPEC|F|CAT|ONG, THEN FILL CELL IN NORMAL WAY DURING BC)NO8EAK8 POUR. USE . IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE 30^ MIN. LAP SPLICE. HOOKS ATTOP OF BAR TO BE MIN. 12 BAR O|AK4ETERG(EXCLUD|NG 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 v/STRAPS/CONNECTORS OF EQUAL (}RGREATER UPLIFT WOODEN TOP PLATES. 8 LATERAL RESISTANCE VALUES IN FIELD WITHOUT VERIFICATION, PROVIDED ALL 14.SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION ENGINEERED LUMBER 2X12'S MAYBE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. R|W1 BOARDS MAYBE 1�EN8|NEEREDLU&4BERPR�JDU�T�8HALLCDNFORK8T{}THEQURRENTED|T|ONOF � � USED FOR RISERS |LO2x12'8 (SEE GEN. STAIR DETAIL FOR INFO.) THEAN8VAVVO NATIONAL DESIGN SPECIFICATION FORWOOD CONSTRUCTION (NDS 4. METAL STUD SUBSTITUTION 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS VyO{}O STUDS MAY BE SUBBED v/METAL STUDS IN NON -LOAD BEARING WALLS DEFINED NOS SECTION 8.1 (INCLUDING LVL. 98L, AND LSL LUMBER) 5 . OMITTED J-BOLT '1/2'ALL THREAD RODv/ 2"x2^ GO� WASHER DRILL & EPDXY v/G|KP8ON GET EPDXY WITH 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN 8|N. 7^ EMBEDMENT. VALUES AS FOLLOWS: -1/2'4^8|MpSON T|TEN HID THREADED ANCHORS W/LBP1C2WASHER MAY BE USED ILO 1/2" COLUMNS BEAMSc STUD J-BOLT. TAPCON FASTENERS MAY BE USED ILO 8(K8PQON T|TEN8 � x E=1.7UU.O00|b�n U.N.O. E=2.O0D.U0D|b�n U.N.O. E=i.600.OUO|t�n U.N.D. 8. MORTAR JOINTS Fb =2650 Fb = 3000 Fb =2200 -FOR BED JOINTS 1/3%1^. GROUT FILL CELLS IN BLOCK AFFECTED (NOVERT. RBNF.RE{],D) -FOR HEAD JOINTS GREATER THAN 3/4",��ROUTFILL CELL IN BLOCK AFFECTED JN === Ft1650 Ft1700 Ft1G8O EA.S|OEOFJOINT. PROVIDE (1)#5VERT. RE|NF. IN EA. OELLCDNT. PER PLAN. Fc 11= 3000 Fc 11= 3000 Fc 11=2100 "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TVVD COURSES BELOW, ASWELL AS 1ot(2) Fo}=45� Fc�=8OU Fc�=4�8 COURSES FROM FNO HAVE HEAD FALL THE 8PEC|F|EDTOLERANCE8 ' . === Fv285 Fx285 Fv150 THE ADDED VERTICAL F�BNFOROEK8ENT|8NOT REO'OTOBEEPDXIED INTO TIE BEAM/FT8 'FOR BLOCKS NOT 8TAGQERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1)#5 WOOD BEARING SURFACES ARE TO BESYp#2OR BETTER END GRAIN VERT. RE|NF. IN EA. CELL, CONT. PER PLAN. CC)ND|TiONU.N.O.' 7. OVERHANGING CMU WALL CEILING CONSTRUCTION -FOR ON1UDVERHAN<3|NG FOUNDATION <1/2^. NO FIX IS REQ'O POURT|EBEAyN &VERT. � ' � � � 1 USE 1/2"OEiL|NG OR SAG RESISTANT FOR F��K�|NG U N.O �ELLGpERPLAN . -FOR OVERHANGING FOUNDATION FROM +1�2'�14/8'' GROUTF|LLF|R8T��OURQEQ 2 S/�"TYPE"X"GYPGUN1 BOARD USED �E|L|NC� |N GARAGE � - ' |NVVALLALON{�AREA AFFECTED & TIE BEAK8AND VERTICAL CELLS PER PLAN LIVING SPACE |8ABDVETHE8ARAGE ' -FOR OW1U OVERHANGING FOUNDATION OVER 1'1/8'', CONTACT EOR FOR REPAIRS. STRUCTURAL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTPNAAQ?.GRADE 3G.Fy=3GKGiTUBE STEEL (HGS):AGTMA6OU.GRADE 8.Fy=4GKSiPIPE STEEL: A8TKUAB3.TYPE EOR8. Fy=3SKS|.ALL OTHER STRUCTURAL &MISC. STEEL: A36Fy=38KGi 2. GTRUCT.CONNECTIONS: ALL GTRUCT.BOLTS TOBEA325NU.ND.ALL A325NBOLTS SHALL BEAT'ySNUG-T|GHTCONDITION AODEFINED |NTHE SPEC. SLIP CRITICAL (8C) BOLTS MUST BEFULLY TENSIONEDPERGPEC8TRUCT.8OLT8GMALLERTHAN5/M O|A.TOBEA307THREADED ROD & CONFORM TD/\3SORA3O7ANCHOR BOLTS SHALL CONFORM TOAGTMF1554ALL BOLTS CAST |NCONCRETE: AGTMA30DRAGTM A-307 SHOP AND FIELD WELDS: E7OXXELECTRODES STEEL RE|NFTSHOP DVV8STOBE PROVIDED TDEORBEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES 'E70XXUNO(LOW HYOROGEN).FILLET WELDS SHALL BEzKo''UNC>. 8. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS C>FSTRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OFPRIMER (COLOR ASDIRECTED 8YARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. ACERTIFIED TESTING AGENCY SHALL BEENGAGED T(}PERFORM INDUSTRY STANDARD INSPECTIONS TOENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROV|OED).SUBMIT REPORTS TOARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 1139 mph WIND SPEED (ALLOWABLE) "1'08 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND N VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA (D WIND PRESSURE/ SUCTION DIAGRAM 5 5 65 5 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 3OFT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 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. I \11:C (1) ik" D P y Rp-VG�r �,ODOMPLIANCE PLANS EXARi�ER DATE APERMI-f/SSUED�H�LLBECONSTRUEDT08EA UCEN�ET0PROCEED WITH THE WORK AND NOT xS AUTHORITY T0VIOLATE, CANCEL, ALTER ORSET ASIDE ANY DrTHE PROVISIONS OFT HETECHNICAL CODESNOR SHALL ISSUANCE 0FAPERMIT PREVENT TH E REQUIRING ACORRECT|0N0FERRORS |NPLANS, CSTRUCTION 0RVIOLATIONS 0FTHIS CODE COnmsA»~xI=^^~ "^^=° REQUIRED Results to be Ver�fied at slab inspection QN David Weekley mm mm�� LOT �rNN ��N � �w��^_��kN �� 0-' �u^��yNN �� N N �� m��~ "�� _~~-~ ~~ � ~ _~- ~~ � ~ ~~�_ - 2958 GIPPER CIRCLE SANFORD, ��'N��' ��^� _�� m �� w� MODEL 7510 11.1 �� NORTH �. -�N��N �-'�N� � � 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 ELE-1 UTILITY PLAN INT-2 CLOSED STAIR SECTION ELVA FRONT AND1,,REAR ELEVATIONS RFP-1 ROOF PLAN PLT-1 PLOT PLAN S2 FOUNDATION PLAN S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND S5.2 ROOF FRAMING PLAN SD1 GENERAL DETAILS SD2 GENERAL DETAILS SD3 GENERAL DETAILS SD4 TWO STORY DETAILS SD5 TWO STORY DETAILS ST1 _7GENERAL STAIR DETAILS MASTER UPDATES NUMBER DATE DESCRIPTION INTIALS 2 1/19/2017 UPDATED TO NEW STYLE AND APPLIED ARCH UPDATES THRU 12/6/16 EA 3 1/3012017 FIXED BEAM HEIGHT CALLOUTS, OPT FRENCH DOOR LINTEL DEPTH & CONNECTOR FOR COLUMN TO CMU ON ELEV C EA 4 6/21/2017 UPDATED FLOOR TRUSS LAYOUT TO WORK WITH ALL MASTER PLUMBING OPTIONS; ARCH UPDATES 5/10/17 EA 5 2/26/2018 PLANS HAVE BEEN UPDATED TO MEET F.B,C 6TH EDITION (2017) RESIDENTIAL AND UPDATED ELEV. A TRUSSES PER RPT-3 DJ W mo 0 CD Lq co CL DO Cj co, CEO r- . 04 M 00 LL � + LL 0 mJ� 6 r� 0 -j w � < TE Uj CL ^c Kry 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, ortransfer ofthese documents withoutthe expressed, written consent ofMONTA CONSULTING & DESIGN, OF WMR &ASSOCIATES, LLC is strictly prohibited. ARCHIVE REVISIONSPLAN # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 -ADD COOKTOP WITH DESIGNER HOOD OPTION -ELEVATION A&B; REIVSE ROOF PITCH TO 6:12 2. XS 05-04-16 -REVISE BEDROOM #3 WINDOW TO 5040-HS -ELEVATION A: REMOVE SIDING RETURN ON LEFT ELEVATION 3. HST 06-07-16 -ADDED ELEVATION "C" 4. XS 09-07-16 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION -REVISED OPT. SGD TO BE 9-4 8-0 OXXO -REVISED WINDOWS @ OWNER'S RETREAT TO 4-0 5-2 SH @ 7'4' 5. LW 11-4-16 -REVISED WINDOWS @ FAMILY TO 3-0 6-0 SH -REVISED WINDOWS @DINING TO 3-0 5-2 SH - ADDED OPT. 8X8 BEAMS W/ TRAY CEILING AT OWNER'S RETREAT - REVISED DOOR SWING TO O.S. BATH 6 W 11-21-16 - ADDED 25SH @ 7'4' AT ENTRY ALL ELEV: - REVISED T.O.M. TO 9-4 ILO 10-0 AND SECOND FLOOR PLT TO 19-8 ILO 20-4 7 LW 12-6-16 - REMOVED 1ST RISER FROM STAIRS ELEV B & C: - EXTEND PORCH OUT 2" TO BE ALIGNED WITH FLOOR WALL ABV ALL ELEV: - REVISE WALL AT REFRIGERATOR TO BE 10" WIDE AND 4" LONGER 8 MR 5-10-17 - MOVE KITCHEN ISLAND 6" TOWARD DINING ROOM - REVISE SWITCH LOCATIONS AT OWNER'S BATH - RECENTER LIGHT AT RETREAT ALL ELEV: - REVISE WINDOWS AT STAIRWAY TO BE FIXED GLASS ILO SH, REMAINING THE SAME SIZE 9 MR 6-27-17 ALL ELEV: -ADDED OPTION DOOR AT ENTRY 10 JS 12-14-17 ALL ELEV: -ADDED OPTION DOOR AT ENTRY 11 JS 12-20-17 ASR REVISIONS # BY DATE DESCRIPTION 1. XX XX-XX-XXXX COMMENTS HCR DESCRIPTION 1.) BACK DOOR UPGRADE TO 8' 2.) 8' DOOR TALL ON 1ST FLOOR 3.) MOVE ENTRY GARAGE DOOR OFF OF ENTRANCE HALLWAY _ G> O s � � � C O N d~ C E u - m C!. 'a U E __d _ m c s G E_ .� 4 m =U=— c p p a: c) � d N U O N tC O �r E N 'm GoO O U N 3 ® = O _0�� "E- > �r Q a) m ._ L P m E m n o Q�ao M u- W Q1 jLU c Q co Z2 W t 0 N •� O Li r 1 A � r m r r 0 .. Z ~ Z O r L $o a N O W M � V � N. Z V J 0 oC Lim a. w p Z �' DC aO Q C� UL W co Z oCLoQ N NORTH 751 OmB PHS LUBBOCK ORLANDO 9 r,1 1 In 01 14'-0" 16'-011 I � o r I --- I I- I I L f � W Ci7 I I 10'-611 ELEC. --W _ — — — - l ! ! L - .. - LOOPED II II o I� i d �. I EUT � I l I i l I I "ll l I I i,•.. �.oe.rwre — — — — — — — — — ! I I I f + I T 7-r 15" 16' - 3" I I I I I I I I I I I I I � I I I rc> I � I I so 3' - 411 16' 011 16" 4 L-----------i 61 - 811 51 - 611 12'-211 17'-10" 30'-0" FROM SET PLAN m L O cfl wL°"°'°'•° t° L L N .°a 4 U) 4) C != E •a mo E a t0 = C N O 0 O t C V J Q� •0 N O E +•' E C t C C� pp O a+ O _ _ �p°�E3ai �C2° 6 .C' C .0 �1 z E w v v y LL tm m E m 0 .. W w cD L ar°<® —� — �.. � W TOM ®®//till m „ cq qe ft co r W o N Si Z AI z � N �O W J M I�- V � Z V J 0 LL am ❑ o. Q (950 W oo Z LL Lo Q N NORTH 751 OmB FSm1 LUBBOCK ORLANDO PRE -CAST LINTEL TYPE & SIZE PER ENGINEER �ZZ W M ry 06 TIE BEAM PLAN c m o L L L � C E �' .a •L1 � 0 O v •cam E O Z .■ Z ■ O W „J M [*4*a d' V � N Z M V J O UL CL uJ Q O V LL W ocLoQ co Z N � NORTH 751 0mB TB-1 LUBBOCK ORLANDO 0 0 141-011 0 0 , ,It aeu:.�+'. a _ i � spa • ■ � n OWNER'S ■ r b� RETREAT Gij ,r M , 5 pS • �j� J b21 Of' " - �j t : M1' • p� Px s� z; f� • k •Wy 1 q' • • \ r • x • �0■m ssa.Si�o ,filar ,'4, .N:,. [5�AIN PAN • yU T I IIIA1 .0 r DRYER s »�• .. r ■ rr� s r µ t5�'�` k� {� • � 4 Jdri _© • 4} lay • � �F7 —� • ■ - M1rrt � F 4Vdt� „a RETREAT .et P a« ( 4112X6 WALL r7 a>1* I • WALL 0 o o o o 0 SECOND FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 9' - 0" UNLESS NOTED OTHERWISE (2) # 2/0 XHHWALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY AMP PEDESTAL NEMA 3R0 1201241 VOLT 30 COMBO CIRCUITS MLO DISCONECT AND METER CAN SERVICE BY OTHERS AMP NTS (2) # 2/0 XHHW GRND.. OPTION 1: #4 BARE ALUMINUM WIRES CU TO GROUND 8FT.. (1) #XHHW GROUNDING RODS ALUMINUM WIRE 8 FT. APART ELECTRICAL RISER NTS NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS RND. OPTION 2: FOOTER SHALL COMPLY W/ APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. 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 3/4" HIGH * MAX 1 1/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 1 3/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE& LIVING SPACE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4-IN- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT, VARIES PER TUB MAN. TUB/WALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD FIRST FLOOR NOTE: ALL 1ST FLR. CEILING HEIGHTS 9' - 4" UNLESS NOTED OTHERWISE � � 011 eta®r�s 00 ®®�;�®®®►r W ram- 0 ram- ` 0� o z o F�. �wU ao o0 o� Q V Z Z Z W J W uj O N W Lu Lu Q ♦� v♦ WWwww Z OP()ww ❑ uj a ZNMIt > NW W 0. SQ W o Z _, LL PLAN SQFT. TOTAL LIVING 2174 1ST FLOOR 917 2ND FLOOR 1257 2 - CAR 375 LANAI 75 ELV. B 93 SLAB 1460 ISTER PLAN N/ c L 0 •L Q 0 a F- 41 N 0 tq d C C E Li E a = 0 c G> 0 0s ai ° (A °'_°* _ 0 = Eo0o03 c2y o2 c 0 40 y y m 0 y L 'c = — 1`0 0 00 0, C� 2 NORTH 751 OmB PLNml LUBBOCK ORLANDO 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 INTERUPTERS1 (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES... .... 42" OUTLETS .......14" OUTLETS W/ MOULDING .... 9" A.F.F. TELEPHONE .... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD r� r� L�J L�J SECOND FLOOR FIRST FLOOR PRE -WIRE COACH LT.@ 8" ABV. HDR. PER COMM SPEC UTILITY LEGEND 110V OUTLET 12" A.F.F. (U.N.O.) GFI GROUND FAULT INTERRUPTOR 6 (WEATHER PROOF AS NOTED) 1 1pV, HALF HOT OUTLET 220V OUTLET cuV (36" A.F.F. @ UTILITY) PHONE LINE TV1 TELEVISION CABLE STANDARD SWITCH (3 OR 4 WAY AS NOTED) SURFACE MOUNTED LIGHT Q WALL MOUNTED LIGHT RECESS CAN LIGHT ® (EYEBALL AS NOTED) VT Q EXHAUST VENT SD SMOKE DETECTOR ® (CARBON MONOXIDE AS NOTED) D DOOR BELL H®S DOOR BELL CHIMES E0 PANELBOARD W/ CIRCUIT BREAKERS H BTHOSE BIB GAS GAS TAP CW HW Tt COLD/HOT WATER SUPPLY O L .a L L d N N CL G. �vomoo t� J C00 C A W N E C L C G> � *' a 3 d C*��' c v o� �oc000_c �� o �= 0 iN C L �= ._ O y°00) 4- 4) w 0 CL d Z L. 0 0 M CL � 0 Li+ 5 lu >' m L mCL w im m E N FN SSO W mi M u w N H Z M u 0WLL (ML W Q Z ao a Cr) 0 u_ W oc oo LO Z N Cl) NORTH 751 OmB ELEml LUBBOCK ORLANDO B39 B24 636 B24 COOKTOP WI DESIGNERHOOD WI DOOR @ENTRY LIGH LIGH 82"x42" MIRROR FILL 4" PLASH b 7 7-711 1 �r 1 1 J11 I I IG 36 x46" MIRROR 4"SPLASH 00 VS42 VS42 VS48 OWNER'S BATH W/ SUPER SHOWER BATH 2 UTIL OPEN ABOVE 2X4 CLEAT ANCHORED OR FASTENED TO STUDS ADD BRACING WHEN COUNTERTOP WIDTH IS 7'-0" OR GREATER IGH PWDR u BRACING c OPEN BELOW c BS24 UTILITY W/ COUNTERTOP (TYP.) MICRO 2'-0" 2x4 BRACING -' 2x4 CLEAT ANCHORED OR FASTENED TO STUDS COUNTERTOP DETAIL SCALE: 1 /2" =1'-0" OPEN TO DINNING 341/2" HIGH WALL ° DW B30 SB36 FILL ISLAND q0, OPEN TO FAMILY Z0 341/2" HIGH WALL END PANEL E� STAIR SECTION W/ 42" HIGH GUARDRAILS c • �° -a coo = y�LD o a i 6- ++ I- 05 �;1 d mc=iotp0 "" are J =.°ay=X,d "Ui E a >-- Lu ti C� ',' p s C �' 2 �o�"-°'3 �� ,'ac N=off p o ®®ve�'�y�o�V ®®®®®••®®•®®®��®® Q � _ C Q L `G •- 7 ° co 0° 2' V •Q 7 A RJ • ® <C ®• F- to Rf E iC N e0® � ii N 4� 4� Wo 2N .� � 0 A z U � �O N W M OC N � Z M V J 0 W LL CL W p z a0 a u W oo Z La N NORTH 751 OmB INTml LUBBOCK ORLANDO i 1x BLOCKING 2x12 TREADS 11" 1 rr 10rr 2x6 RISERS NOSING (TYP. ) 2x4'S STUDS @ EACH TREAD ON _ @ r_4" BOTH SIDES r: 97 CLG. 2x12 STRINGER 11" 1 10rr ONE ON EACH AND DOUBLE NOSIN (TYP.) I SIDE I I Ak @ MID -SPAN .. @ ' I , I " r rr I ,�. 10 -0 , I 2x4 KICKER I PLATE HANDGRIP BALUSTERS 2x12 TREAD -- \ 2x12 STRINGER 1x6 TRIM W/ROUTERED EDGES OR PER COMM. SPECS. 2" CASING OR MOULDING 2x4 STUDS GYP. BOARD — SOLE PLATE OR EQUAL W/CIRCULAR OR WINDING STAIRS 11" 1" 10" NOSING4 (TYP.) 9r_Orr HANDGRIP BALUSTER THAN 411 0.1 � MAXIMUM; a J� od 1x6 TRIM = Z AS REQ. P COMM. � SPECS. 2" DOOR CASING 0 MOULDIN( I I I I , 3/4" PLYWOOD DECKING 2x12 STAIR HEADER I%,_r I max. 4__ J I ALTERNATE STUD WALL I I I I I I I SOLE PLATE FIN. FLOOR 1x8 TRIM BALUSTERS TO SIT ON RAISED WALL 2x BLOCKING FILLER, TRIM TO FIT I I I I 1 .I I I I I I I I I I STAIR NOTES GYP. BOARD FINISHED WALL * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS * HORIZONTAL 1x6'S TO EXTEND TO SIDE WALLS * VERTICAL 1x6'S TO EXTEND TO SIDE WALLS * CIRCULAR OR WINDING STAIRS MAY CONSIST OF 2x4 WALLS, 3/4" PLYWOOD IN PLACE OF STRINGER (OR AS REQ. ) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) 1x12 TRIM ROUTERED ON UPPER SIDE `—WOOD BASE 2x12 STRINGER OR EQ W/CIRCULAR OR WINDING STAIRS c i o 6. F•• L CL cE2'- E G. IavC= 0 0 J o 0 N 0N,;�� •_iir�� E E ro- c� 4) 0 E C 5 O aC = C O O p wrnom0 vo ++ rn �_ ___ L 0 a+ N O N O N�C- • � 9 v 2 omEwo Z ~ a N Z� �O w M DC N h Z -- � M JZ O W LL a-WQ. Z 0' CL � a LL W 00 Lo Z a 4m N NORTH 751 0mB INTm2 LUBBOCK ORLANDO CLOSED STAIR SECTION DETAILS - _ I 1 I1 i , l l l,1 l SIDING FLASHI 2x LED( STRUC' 9-4 TON COMP. SHINGE ALUM. I ALUM. I 2x6 SUE ALUM. CHANN 2x LEDGE STRUCTU ELE B GARAGE CORNICE DETAIL SCALE: 1" =1'-0" , 12 -�- 5� - /- DB @ 9-4 PER ENG. 9-4 PLATE ------------ - �' -- 1611 ALUM. DRIP EDGE SOFFIT MATERIAL ALUM. FASCIA a io 2X6 SUB FASCIA ' ALUM SOFFIT W/'C' CHANNEL ---� 4" WIDE RAISED SINGLE BAND STUCCO 4" WIDE RAISED SINGLE BAND 12" SQUARE COLUMN W/SAND FINISH 0-0 F.F. 4" WIDE RAISED SINGLE BAND CORNICE DTL, SCALE: 1" =1'-0" FRAME DB AREA EQUAL TO COLUMN - BLOCKING AS REQUIRED 'TEM )ARD NISH CMU ,TING 11 91_4T----- 6" WIDE RAISED SINGLE BAND 0.01 (TYP.) TEXTURED COATING (TYP.) 00 % 00 0" FIRST FLOOR ENTRY DETAIL SCALE: 1 /8" 1'-0" 6" FASCIA (TYP.) — 19' - 8" PLATE 4" FRIEZE (TYP.) — 6" TRIM (TYP.) 4" TRIM (TYP.) SIDING W/6" TRIM (TYP.) 9'-4" PLATE AT PORCH____ SEE CORNICE DETAIL TEXTURED COATING — (TYP.) SEE ENTRY DTL -0"FIRST FLOOR _____ FRONT ELEVATION''B" M=Em 00�0000� �00�00�00 Imm: I I 12 6 p• id y ---191_8"PLATE --- - ' -'- - • - �- \ , , ` ,- \ , r ` \ 12 Q6 LL9 ccti C 00 op � C .E Q z CDui n� LL. 01� ®� •• obi®� �® �,g�®'�® •• � ®� � • 2 U— U ®- c) Z �N 19' - 8" PLATE 9' - 4" T.O.M. 6" WIDE RAISED SINGLE BAND ----- 0"FIRST FLOOR __ 19' --8" PLATE- .6" FASCIA (TYP.) / c \ - , IL % TEXTURED COATING - ' (TYP.) -- 9 -4 T.O.M. -_-----=-' -- - �, 1 �9 -4 - -- , , , FIXED SGD SGD FIXED Z? \ 0" FIRST FLOOR , - - - %- - • \ ' - ` ---------------------___/_ �'___�_ _______ _ -FIRST FLOOR -_ - -_ -- - REAR ELEVATION WI SLIDING GLASS DOOR d O N + '� L L d V�d•. cE�''aaE N d Q. d m p c 0 p 0 J 0 0 0 0 rn oM 41 E o .�ccuE� 4) ° o o o -� c o o. -o ° o ENL�;cc 0 m o o — Q�ma�iCL °"•�~N3 " E > d R: L �N �O W M N z cl 0 o�G UL LL„WCL Z a O 0 0 LL W oo Z Lo 4 Vr CV NORTH 751 0mB ELVm1 LUBBOCK ORLANDO -19'- 8" PL STUCCO BAND (TYP.) SIDING W/6" TRIM (TYP.) 12 51i 9'-4" PLATE AT PORCH_ 0" FIRST FLOOR SIDE ELEVATION W/SUPER SHOWER 19' - 8" PLATE 12 Q6 � M 00 a Q IAI 2 _J -j Ll» xJPle 00 z "t o o`s °° u 0. ® •° co 0 19' - 8" PLATE -- - - - - - - -- ---------------- - TEXTURED COATING (TYP.) ---__0"FIRST FLOOR- - - 19'- 8" PLATE ,- - �- % - - - „ � - ' - - , SIDING (TYP.) 9'-4".PLATE AT 9'-4"TO.M. - - - - - - - - ` - --------------- _ _ PORCH _ _ _ ,- TEXTURED FR!DR. COATING (TYP.) _ _ - _ \ / - - - - - - 1 / / \ \ , , ---0"FIRST FLOOR----- -- - -=--------y---_----- '-------------------IRSTFLOOR \ \ SIDE ELEVATION C O O d AR r •C s O G! .4+ cE .1'vE a0 om c o J,OamN�o .� to a +• E C L c 0> o 0 = o0oE3ai >+ C H 7 O �c d �oNco=_ C O O p �C d owomm E V- i+ O y d C L 0 i_ G C E m � (� L F-wrnm'Ec�'ay YEN �N �O - W J M � � cm- F ZVJ ... M 0 W UL Q. W Z a0 a 0 U. W 00 Z LO N � NORTH 751 0mB ELVm2 LUBBOCK ORLANDO ROOF PLAN C O .a N GCi t2. C E a `°0o=�° oo yea ® 0 z O c G C t '6 QuJ a-' •_ (D � E a�co._ v N m O Q y 0 Q ®�� o�®� Lij CD 0 w �.<•. . a�-�'ImcvaEcya� 0 ® ®® O rN o� 4� W tt� r uj o N A z V z 00 �. Z O �— II © M � M Lo N II _a C) d. Z Q M H M N t W > �: U- NO `-- eM W O U �«., w Q u- O O NORTH 751 OmB RFPml LUBBOCK ORLANDO I3i 40 " 0 0 40' N0010'56"W a V1%\14i1WAA GIPP R CIRCLE il 40 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB:1460 FLATWORK; 380 LOT:3200 COVERAGE:57.5% SOD AREA: 1060 ------------ NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. LU M CD re C-Q 00 a 2 uj � L^ <� U. ca .%�%%%%%IIII1//®/r r ®�� * bf -* % ®�j m . � ® ®®W +_ Z+ i y r W0 1A # Li•<Z y•. .•� c O o lV V d N d Gr. c E "o.Q E d ec0cOwo J 0 N c� E •C p`rOct _ oc000�c o ICD�N�y L :-=_— � o4- a~ N•3 CL Z% 0 A.) • 3 L > L E U) tm w m r r O ZIt ■ . - O $ O N -© W J M 1` N ZJ M - 0 W LL O. W p Z CI` W Q0 C� u. W OC oo Lo Z Q 4 t/) N NORTH 751 0mB PLTml LUBBOCK ORLANDO 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. 30'-0" 6, CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE 2.6 F in o0 q S3 FO S3 LL s � 0p O M o is ap 14'-0" 16'-0" TWO STORY FTG 8" 1314" DO SD1 A/C PAD DO SD1 ■ a FO p FO S3 F1 S3 I ■ DO 2.6 1 • F1 S3 -31/2" S3 I • • 2.6 DO 1 SD1 ■ e ■ 21-4„ I 10'-8" 0114" F.F. I ■ FO S3 ■ 3.112" THICK CONIC. SLAB WI 6X6 W11.4 X W/1.4 W,W.F. OVER 6 MIL VAPOR BARRIER OVE I FO IS3 COMPACTED FILL. El I ■ ■ I I16"-11" 2.3 o FO S3 ■ I ■ o o I FO _ S3 - VARIES I ■ ■ I I I I w a 0 I ■ 16'-11" I I I I I ■ ■ I in IFO I 1 FO S3 ■ I S3 6'-8" I■ I I TWO STORY FTG 6'-0" IF1 F1 I S3 ® IS3 ®® . e• Ole FO S3 o Fp S3 2 DO SD1 DO SD1 -3 1/2" FO w S3 p 2 FO S3 FO S3 2 8u 8„ -4� 5' 1114" 5- ,t 16-0" 12'-2" 17'-10" 30'-0" SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. Q 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY 0�1111111///®® a r COMMUNITY & COUNTY CODES. �r�°® ®®/® oo ...- c= ®.o®® 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL FINISHED GRADE w ®-INN 4:� ••®•••®®��`%�/1jr w z eiD SYSTEMS SHALL BE RAISED AT LEAST 3 ABOVE THE ® •m •® (� ' _ ® o�j� w �' V AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION ti a sS®e �Q Q® INSTRUCTIONS. O O J Q W ® Fw- cr_ Q =11J 9. NO WOOD STAKES PERMITTED IN FOUNDATION. ®U Q O. — 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED i y % �.•` ��- O ®® • CJ DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO p v CSC ®®®® ® ��@ U_ DETERMINE STEP LOCATIONS IF REQUIRED w ®® m 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDSQ0 AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD w FOOTING STEP DOWN AND CORNER INFORMATION. 0 O 12, ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE U 0 SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH z PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER m Q COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS Q FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO j- FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS f" DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). p THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 z O PSF. 0 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE a STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES 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— O CONTACT E.O.R. PRIOR TO CONSTRUCTION Q Q U. 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING _r O SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE U) H FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION U)MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION U O PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE a s� CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT U REQUIREMENTS ARE MET. z t.LJ FOOTING SCHEDULE Qcli U ° w w 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. " O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. a °Q BARS & 3" MIN. COVER TO EDGE OF CONC. 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. HORIZ. CLEARANCE BETWEEN 24" SIDE @3" O.C. & MIN LL 0 g ° 1A WAY MIN. 2" (3) #5 PARALLEL TO 12" z BARS & 3" MIN. COVER TO EDGE OF CONIC. SIDE 6" O.C. U O)0 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W.E.W, j " Z --�a BARS & 3" MIN. COVER TO EDGE OF CONC. 0 m 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. a Z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS & 3" MIN. COVER TO EDGE OF CONC. MIN (4) # 5 E.W. L a O z (A U 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. U .� UJ J T 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. Q rn UJ CO BARS & 3" MIN. COVER TO EDGE OF CONC. U) L- � w z = ( " E ~ (0,_t 8 2.6 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. 2 z Z U 9 > M I? BARS & 3" MIN. COVER TO EDGE OF CONIC. [0 u- z OO m i 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O J J (n o > o $ = Q Od w O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. Y_ p ¢ Z BARS & 3" MIN. COVER TO EDGE OF CONC. O i- z � z W z 0 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. Q f- O Q LL w Y O O OofWAY MIN. 2" HORIZ. CLEARANCE BETWEEN BARS TO EDGE OF CONC. MIN (6) # 5 E.W. UO LL �,, & 3" MIN. COVER -.i LU of u, 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. W I¢- u- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. I— _ Z BARS & 3" MIN. COVER TO EDGE OF CONC. T. U) 4 O 48"x48"'x12" dp w/ #5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W.w 2.6 M BARS & 3" MIN, COVER TO EDGE OF CONIC. z 4 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. - BARS & 3" MIN. COVER TO EDGE OF CONC. O J U LL 48"x48"x24" dp w/ #5's EQUALLY SPACED EA, 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. Z wWAY m IO 0 52"42"x12" dp w/ #5's EQUALLY SPACED EA. MIN # 5 E.W. 4 3 NCE BETWEEN (7) a W BARS &IN. 3" M IN. TOREDGE OF CONC LL Q 0 r C7 W Z i/i Q 4.5 54"x54"x16" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. EDGE OF CONC. z WLO BARS & 3" MIN. COVER TO 2 54"x54"x24" dp w/#5's EQUALLY SPACED EA. Q (,� LLI WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. C] = in J (� 60"x60"x16" dp w/#5's EQUALLY SPACED EA. Z—Z m IVBARS O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN & 3" MIN. COVER TO EDGE OF CONC. MIN (9) # 5 E.W. 2 W = �• J J Z 1, F- p 0 0 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. z W r W � BARS & 3" MIN. COVER TO EDGE OF CONIC. U) a. h—> J Z a SYMBOLS LEGEND WC) 0 W O> 00 �— ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO O W TIE BEAM( 7'-4" MAX U.N.O.) z M0 CV O • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. w ENG: BAD TO TIE BEAM. TO O U) DRAFTING: INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. W w -STRUCT: JW - - - -- - U QC CHECK: EA INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. JOB No. DWH 0205115 #5 CONT. FT.G TO TIE BEAM. --- — SCALE: AS INDICATED Q z DATE: 05/04/18 PLAN w 0 FOUNDATION (n w Of 2 1/4"=1'-0" SQ 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. _. SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 7'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. z ��dr��lrl6irrr/I .CO Ile T— oo % J Z Cc ®®®I<e 2 ®0°Co c) ® ®°®� f Q V O ® ay Z� 00 • rrrr'nIIA®,, w 0 ,. O U z o J_ F- � Q Q 0 w O_— J LL w h U- O z 0 z U 0 0 w z U o c/7 Ca w N 01 0 4cli � EE d' ', Q U ° ■ e Q ao N M U- $ ■ ■ O ` ° z O E r \ �" , 4,, o�e� z Z 9 d 0 W 00 Q' U ``23 V N ■ h (.� 7 ` W J �fM� J r ■ < e Oo p i h J Z N / 11 Z r� a Q ® U) P Uj _ 17�■ %LL O I— U) 0P�2z o ® r F- O Q<WYOE LU UJI � Z 0cWi� ■ ao _ 10 0 z e C ■■ ■ •• • h~- N i� wO M z I 00 LL w m ® 1'-0" Elw 1'-0" U' Q 6'-8f` 4'-0" 16 -0 1-4 CL O W W LL Z Lj 0 Q Q � o Q I— J InQ w .J _J Z o Q a h � LU W) E ?� Z L W Q oUja O jw 0 �(� Q W 0) _ z ce w STRUCTURALENG: BAD DRAFTING: w -STRUCT: JW U QC CHECK: EA h JOB No. DWH-0205115 J SCALE: AS INDICATED I*' z DATE: 05/04/18 w DOWELPLACEMENT PLAN S201 , ., 1 /4„= 1 -0 h COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTH CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Ilk (1) #5 FROM FTG. TO (1) #5 FROM FTG. TO IF BEARING WALL HOLD BRIG WALL BACK 2x BRG WALL PER BOND BEAM IN FULLY 2x BRIG WALL PER BOND BEAM IN FULLY PENDING SITE ABOVE - WALL SO GYP FINISH IS PLAN AND BEARING GROUTED CELL. PENDING SITE A WALL SCHEDULE GROUTED CELL. FLUSH W/ WALL SCHEDULE 1 CONDITIONS, SEE ANCHOR TO HAVE MIN. PLAN AND BEARING REFER TO MD08 FOR d I.1 CONDITIONS, SEE REFER TO MD08 FOR DETAIL MF20 FOR T" EMBEDMENT BELOW FOUNDATION BELOW SPLICE INFORMATION DETAIL MF20 FOR SPLICE INFORMATION DEEP MONO MIN 5" CONC. SLAB PER LOWEST STEP OF 2x P.T. BASE PLATE DEEP MONO M I M CONC. SLAB PER I CLEAN COMPACTED ti FOUNDATION PLAN CURB FOUNDATION PLAN d I ° MASONRY WALL :vI I. Q " vI I MASONRY WALL O w w t, DIENSLL @ITY /o STANDARD 1 #5 CONT. W/ 1-1/2 M > SEE PLAN g COVER TYP. ¢ CONC. SLAB PER SEE PLAN I CONCRETE SLAB PER I I cn W z ¢ > I 2x P.T. BASE PLATE FOUNDATION PLAN - W CONCRETE SLAB PER W � > CONCRETE SLAB PER FOUNDATION PLAN a a _ � FOUNDATION PLAN FOUNDATION PLAN7 I VARIES I: > I' 4• C d II SEE PLAN e , d ° '.L: °.. 4 ° 4 °. I " .° - d II - 47 ° ° .4° 00 _ - z ° 4 •. I rl I I=III 1115, a I_ III—� 11—I I 00 I ° kGRADE ° ..° ''a' _ (D e' °. e a e4 °' .4 I—OI z 00 z — —III GRADE_ - _ ' P —Q I I I- _ °' - __ __ z ,0o III_°. °I:d . -- I I— . °I•° I z I —I _ I III— I u_ I °° —I = e tl • " I —III; I `° z `° — 4. ° — I 1— _ _ 1-_ I II I II I II; d 4 _ r I— 8 6' — -- I I III - I I -III— I I —III III --I' °4 I - 1=I=1 �.°.�.'°_� 1=-�II�I� III I — — - 1 — _ — _ — I — _ — _^ I e r — a P °° _I =1_I III ; — III = , I I I —I I ► ► I I _ 111=1 J _I I -I I . I. I I_ (1) #5 BAR CONT. I I II I I- - I I I I I I I I (2) #5 BARS CONT. W/ Q • I W/ 3" COVER TYP. 8" 16" 4" 3" COVER TYP... gl" 8" 81" 81" ®e®rr�l� BI//®®®®® � ai (2) #5 BARS CONT. CLEAN COMPACTED (2) #5 BARS CONT. =I - I 11 III=I I L III" CLEAN COMPACTED®��®®•••®®®•�`�J%®o® a00 (2) #5 BARS CONT. W/ + • W/ 3 COVER TYP. -� I I I I W/ 3 COVER TYP. FILL @ 95% STANDARD o g" 8° 8" 10" cn �® + ••®/ ®, LLI CLEAN COMPACTED DENSITY FILL @ 95 /o STANDARD 3 COVER TYP. w � • • ® Y o FILL 95% STANDARD 81" 1" pl, DENSITY ®®� 0 00 �T Z 8" 1" 0" @ (2) #5 BARS CONT. W/ _ _ DENSITY 3" COVER TYP. CLEAN COMPACTED GLEAN COMPACTED ti L W P-J m• Q �¢ FILL @ 95% STANDARD FILL @ 95% STANDARD N i o Q O® z : A WHERE 2ND STORY OCCURS, FTG • > �+ Q uj O WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS FTG •' WHERE 2ND STORY OCCURS, FTG SHALL BE 1'-4" WIDE W/(3) #5 BARS Z '7° ® • GJ e Z SHALL BE V-4" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS O ®®i d ••+•+®o••• •® @® `� O SHALL BE 1 -8 WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS r= ®� >- O W �®�®\�� pip U_ FO TYPICAL EXTERIOR FOOTING FO TYPICAL GARAGE CURB FOOTINGAM-NON-BEARING SLAB STEP DOWN 4F DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN FO FOOTING AT INTERIOR BEARING 3/4"_V-03/4"=V-0° 3/4"=V-0" 3/4"=V-0" 3/4"=V-0" 3/4"=1'-0" w "" O U NOTE TO CONTRACTOR: z ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D VERIFY W/ DETAILS FOR REQ'D W FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS w NOTE: AT FRENCH U 00<SEE PLAN FOR ADJACENT MONO AND/OR STEM WALL DOOR LOCATIONS. © 0 SHOWER SIZE FOUNDATIONS AS SPECIFIED THIS DETAIL CONTRACTOR TO �r OPTIONAL CURB BY MIN. 24" BEFORE MASONRY WALL z I ° �d:.. as VERIFY WITH DOOR C SEE PLAN 0 BUILDER cx z ANOTHER STEP <�' 811 MIN. I CONC. SLAB PER M O I ' MANUF. FOR (1) #5 FROM FTG. TO FIELD VERIFY I 8 x12 THICKENED o F �' 'd Q REQUIRED RECESS SLOPE w z CONC. SLAB PER FOUNDATION PLAN SLAB W/ (1) #5 CONT. Z ¢ ��, I I . TIE BEAM MIN. 25' g ¢ FOUNDATION PLAN W/ 3" COVER TYP. z > #5 CONT. CONC. SLAB PER SPLICE GROUT CELLILL G ,. C N O .a ° °°. e .°e . =.. e° 1� I= .°: P I .�° .° .; I : °d... THRESHOLD PER MFR S F W Z - rmm,, -•� 1i w L� I REINFORCEMENT SEE µ ° SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS O Wn M ' • ; y GRADE > ,...�' 4 . ° ' W [� 4. I FOUNDATION PLAN THRESHOLD PER ° Z _ b I. m A r.: FOR QUANTITY O g 4 III=III=III1= = I=1 I a I I I_II - °.I ° —_ <� ,,,�,�.� I °,. MANUFACTURERS Z 00 °�• Q a0 'p• • .° ' — — eG . ° 4°,d ° ° P• e d #5 x 25 x 25 CORNER SPECIFICATIONS 4 ° e. — - _III —III --III I I III III —III- I.. —III °.•° ' "" ° ° ' d' .° d . ° . ° GRADE I .. a _ - `r _ d d . d. a BAR, ONE FOR EA. cn b a I d °' n CL — _ -III—III— I I- a ° . , III III- ° d ' I I :. HORIZONTAL cwi : z _=I I = a _ _- IEEE - '-I I —III III III III III III _ ° �. °W rY z - a - - I I I I - I I II = I- 8" - 8" - - w °' VERIFY PLAN DETAILS 4 °' 4 ° 1� CONC. SLAB PER W oo - - I_ - " " ICI- III —I I- I I II III _....__ — II= -I I� —III _ -_ j' . -_ _ w p a . 4 . < _-FOR REQUIRED #5 ° . . . ° ° d REBAR, TYP. U.N.O. FOUNDATION PLAN i- °' d °' - _ I-- U III -I -1 I I-- W --- I d ° ° >AI ° _ _ _ _ _ ° - CONT. BARS. MAINTAIN e d I= I I= =I PENDING SITE -III. I I i lI I I I=) I I=1 - - _ - _ 3" COVER TYP. � � � � � � ` ° e M -III = -III I I I I =I I I I I o W I-III=1 I I- CONDITIONS, SEE III —II I _ I I —III— —11I-I I 'a . • e . e � .... •,.. � � � • . ; :. -III III_.-. I I III=I I "1 ° ° °e Li (2) #5 BARS CONT. "1 I 1 11 7 -16' MIN.- 16 MIN. � � � —SLOPE 8 8 8 8 DETAIL MF20 FOR _ _ W/ 3 COVER TYP. 1'-0" DEEP MONO VERIFY PLAN DETAILS III—III-1 1 I -III yd ,..tl,. .° (2) #5 BARS CONT. FOR REQUIRED #5 BEND EACH #5 PER MFG " SLOPE EXT. SURFACE 4- CLEAN COMPACTED BAR AT STEP DDOWN, WOR GRADE 1/8" PER o W/ 3" COVER TYP. CONT. BARS. MAINTAIN OR INSTALL #5 HOOK FILL @ 95 /o STANDARD CLEAN COMPACTED 3" COVER TYP. FOOT AWAY FROM M ° BARS FOR EACH CONT. DENSITY � FILL @ 95 /o STANDARD BUILDING O WHERE 2ND STORY OCCURS, FTG BAR. LAP REBAR PER WHERE 2ND STORY OCCURS, FTG U SHALL BE 1,4, WIDE W/(3) #5 BARS DENSITY DETAIL MD08 ON 1/2" FIBER EXPANSION SHALL BE 1'-4" WIDE W/(3) #5 BARS n I, j LINTEL PLAN AS REQUIRED Q 1F FOOTING SHOWER AT MASONRY #FO THICKENED EDGE AFO TYPICAL STEP FOOTING DETAIL fiF1 TYPICAL CORNER BAR DETAIL (TOP VIEW) F1 EXTERIOR DOOR POURED SILL F1 IF AT INTERIOR BEARING WITH CMU W 3/4"= V-0" 3/4"=1'-0" 3/4"= V-0" 3/4"= V-0" 3/4"= V-0" 3/4""=1 "-0" Q_ o < A Id (2) #5 x 4'-0" BARS WOOD POST PER PLAN "J g FOR SIZE AND BASE ® FILLED CELL PER PLAN CENTERED AT PIPE PVC OR SCH40 SLEEVE V) PENETRATION CONNECTION z0 U TOP COURSE TO BE 4 a, 4 4 4 CHAIR BLOCKS. > Z U ` ° _ a ENTIRE BASE TO BE Q m " CMU �• 4 :Q GARAGE FINISH PER ELEV. I _ _ a . - = I FILLED SOLID SEE ELEVATION o. Z ° I I -I ..._. _ ....J � CONC. SLAB PER " _I _ I I I =� I I VERTICAL CMU BASE W/ (1) #5 _ z � U FOUNDATION PLAN FINISH FLOOR ELEV. C.M.U. FINISH PER _ - 4 I� M 4 =I- CORNER. S@EE PLAN U W J w TOP VIEW CORNER FINISH FLOOR °� z =I I I FOR BASE SIZE; BARS %O � PENETRATING = a. a - REFER TO A. F— 06 W Z 5 0 � 8 _ TO TIE INTO EXT. FTG. 1 CONC. SLAB PER 9 • d 4 ° GRADE PIPE. MAX 4" PENETRATING PIPE I =) I III=III=I I= I (-FORND -FOUNDATION PLAN BY TIE IN OR EPDXY ' J.A. z o r Z U O M FOUNDATION PLAN GARAGE WALL MAX. SEE FDN. O CO CONNECTION I ° I. O - _ - _ _ I FOUNDATION d i= U) H �O U °, _ _ . BEYOND - r d. .:{ 4 +..:' OOP TIE (TYP.) I I S F INFORMATION THICKENED EDGE �. ' ° I m ' O W J o o V PLAN FOR L...., _..w...-.. _ - .- , ' , , < .. ° . #5 L IZE &REIN W Q II FOOTING PER MF08 ON a d 4 e I W I. z0 I_.J- Z Z 4� 0 I DRIVEWAY BY PVC SLEEVE MAX -+ LL ----� I M Z "�: • , .�, REFER TO PIPE PERPENDICULAR TO FND THIS SHEET BEYOND ° W Z Q ¢ W Y o I 11 - = II + FOUNDATION PLAN BUILDER- CONCRETE 6 DIAMETER F =I 41" _ . cd..-._. z ' 4 _ , . FOR CONT. - PITCH ) I p d T E R FOR ADDITIONAL REVIEW CONC. SLAB OR 4 Od.' U ~ o a OR PAVERS M - �. FOOTING PER PLAN z CONTACT O O A O PAVERS PER PLAN ° `� I I— ° ° I I10 FOUNDATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS d, 4 ° w W O w . .°d ° •4 Z I =1 I I-1 I I— CLEAN COMPACTED INFORMATION I_4 ad I`° GRAD L Z O U .- _ - FILL @ 95% STANDARD a 4 4 c _ —IiII =III = _ a ' �, • I d 4. = CLEAN COMPACTED (SIDE VIEW) DENSITY FOOTING PER PLAN 44 a ° °' _ - a I= I II -I SEE FOUNDATION FOR I 4.PVC SLEEVE ' '4 .-�- 1. 1. PAD SIZE d I --I I •r-' UFILL @ 95% STANDARD DENSITY (FRONT VIEW) MAX 6" DIA. ° Ito z CLEAN COMPACTEDQ81x 8"THICKENED 4'A• 4 FILL 5% STANDARD 7,= 04 8„ EDGE W/ (1) #5 CONT. ° W/ 3" COVER, TYP. .4 4a DENSITY 1-1 °' tML F1 THICKENED EDGE @ GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS —' I I=III-III=III AF1 IF @ ENTRY MASONRY COLUMN z m 13 3/4"=V-0" 3/4"=1.41 PIPE PARALLEL TO FND 3/4"=V-0" W > W ° W LL o W Z MIN. (2) #5 DOWEL W/ (9 Cl)<( CONIC, SLAB PER ALL REINFORCEMENT SHALL CONC. SLAB PER MIN. 6" EMBED. INTO o W FOUNDATION PLAN MAINTAIN 3 CLEAR TO FOUNDATION PLAN MAIN FOOTING W Q V GRADE AND 1-1/2" CLEAR TO SIMPSON EPDXY @ 0 0 0 Uj ANY FACE EXPOSED TO 12" O.C. WEATHER ALL REINFORCEMENT z 3:m � V SHALL MAINTAIN 3 CLEAR CONCRETE STAIRS AS TO GRADE AND 1-1/2" REQ'D PER GRADE W/ W J J Z (� CLEAR TO ANY FACE MIN (1) #5 BAR EXPOSED TO WEATHER z W 8.W d° �W�Za . A.8 d.. �•. 4°:a �' '•'. v 64°. .� a� SEE TZ - - b _ _ - e4.... PLAN wp W C� 0 _ 1 W 2 #5 BARS TOP z ¢� (2) #5 BARS @ TOP - ° d W Z o0 n, WHEN MONO DEPTH _ I= ° WHEN MONO DEPTH - W F_ IYa�W� =.._ W Lio2WN _ I I— EXCEEDS 26", IF I I I :° : a° 2 O O EXCEEDS 26 , IF A f ° d " _ ° . " s F- fA DEPTH < 26 THESE I_= I I I �, `• �p ° DEPTH < 26 THESE _ I: .. 'Ip n STRUCTURAL ENG: BAD BARS ARE NOT REQ'D = <f , ° I : GRADE BARS ARE NOT REQ'D ( (— ° °. .�i l• �°°� "'� °.� A. 44 GRADE DRAFTING: #3 STIRRUPS @ 48" � I I a I ° I _ #3 STIRRUPS @ 48"' 4 I ' O.C. WHEN MONO A.' dI 4 I =I = zI O.C. WHEN MONO III=I • f . . ° °j.'� -= I I z STRUCT JW I DEPTH EXCEEDS 26 , - ° DEPTH EXCEEDS 26", I I I=I II I . e L° =III= " _) I I I. —= I ~ QC _.._ IF DEPTH < 26" THESE '_ - .4 I o IF DEPTH < 26" THESE I - 4 ° U CHECK EA JOB No. DWH-0205115 — _ _ -- --- .: ey� ' = I, II � BARS ARE NOT REQ'D. _I ..•. ', �°� ' m BARS ARE NOT REQ'D ' 1= �' . �'° . �jl� - - I= 111- CLEAN COMPACTED I I"I -_- SCALE: AS INDICATED (2) #5 BARS CONT. W/ ; , (2) #5 BARS CONT. W/ - - - _ CLEAN COMPACTED 3" COVER TYP. 1'4' FILL @ 95% STANDARD 3" COVER TYP. I I I I 1 '4 =I I FILL @ 95% STANDARD z DATE: 05/04/18 DENSITY -I DENSITY W F2 DEEP MONOLITHIC FOOTINGA1F2 DEEP MONOLITHIC FOOTING W/ STAIR - NOT USED W 3/4"=V-0" 3/4"=V-0 �_ 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 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 CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOK PER HOOKED INTO MD08 SIDE VERTICALS ' ad A'. "' a a d� . a e d .�6 d: a d.... a . .. .w.. .a . e a ° a e aty o ad. ° .. 0 '° Via..... ° 0- J U_ ' b .d q. ;.. I' t O Q w z wQQw g e a N Q LL' to d 4 W d. BOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ,'L, ° 4 °C d -a ROUGH OPENING PER PLAN — `d . e 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 4 d I t 1; '. CONC. w/ (1) #5 DIA. REBAR r: ' r� ° e d IQ 1.4 ra i 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 a MD08 FOR LAP INFO. e NO -SHEAR WALL AT OPENING TYPI AL SHEAR WA L SEGMENT q a14 1 a I, a. -7-7 4,.-. d n 111 d, e' �• TYPICAL MASONRY CONSTRUCTION SCALE: 3/4" = T-0" (2) 2X8 SYP #2 P.T. WOOD HEADER TURNED SIDEWAYS. ATTACH (2) 2X8 SYP 4.2 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 . LINTEL PER PLAN <3 ` y. . '. TRANSOM OPENING FRAME INFILL AROUND \ + WINDOW BY BUILDER SEE WF01/SD2 FOR MORE INFO • 'I SEE DOWEL LAYOUT PLAN FOR FILLED CELL `' INFO. MIN. (1) IS REQ'D 61 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 1 1KMCA %A// -rM A AIC%P111A MC:"rA 11 3/4"=1 "-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ",Alt "Bit licit "D"� "A"" "Bit licit "D" #3 1 7/8 4 1 /4 7 15 2 1 /4 4 1 /4 9 1 /4 18 #4 2 1 /2 5 5/8 9 1 /2 20 3 5 5/8 12 1 /2 24 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 30 #6 3 3/4 8 1/16 14 1 30 1 4 1/2 8 1/16 18 1/2 36 #7 4 3/8 9 13/16 16 1/21 35 1 5 1/4 19 13/16 21 314 42 e •l. A. 9•• .e a A. `Q e V as e U e. x e ° c o '�" 4 'e 4 a ° e a e,' .: a.'. e . LAP SPLICE EMBEDDED AD�08 REBAR SPLICE DETAIL SCALE: 3/4" = T-0" PRECAST LINTEL LOAD TABLE GENERAL CONCRETE LINTEL SCHEDULE LOADS LISTED BELOW HAVE BEEN CALCULATED OR COMPILED FROM DATA FROM THE FOLLOWING APPROVED LINTEL MANUFACTURERS: APPROVED MAN. CAST-CRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE CASTE-CRETE, QUALITY, AND LOTTS STANDARD LINTELS STANDARD LINTEL NOTES ,LEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-0B 8F16-1 B /8F16-0B 81`24-1 B / 8F24-0B 8F32-16 / 8F32-0B 1'-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 1 . AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2'-2" 1783 3069 / 3069 6113 / 5163 8974 / 8054 10000 / 10000 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY 2'-8" 1343 2693 / 2561 6113 / 3820 8974 / 5961 10000 / 8107 OPENINGS. U.N.O. T-2" 1217 2165 / 1969 6113 / 2931 8672 / 4576 10000 / 6224 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO 3'-4" 1006 1663 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 HAVE MIN. 8" BEARING EA. END 4'-0" 860 1651 / 1349 5365 / 1999 7342 / 3123 10000 / 4249 4. LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN 4'-6" 710 1423 / 1105 4360 / 1631 6036 / 2549 8328 / 3470 INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT 5'-2" 570 1232 / 1232 3480 / 2580 8360 / 3586 8825 / 4592 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 6'-2" 488 991 / 991 2661 / 2143 5681 / 2698 6472 / 3685 7'-0" 416 752 / 699 1843 / 1625 3486 / 2602 6390 / 3302 5. (*) ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD 8'-0" 354 726 / 699 1843 / 1625 3486 / 2255 6205 / 2885 CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS 9'-2" 315 618 / 535 1533 / 1247 2781 / 1946 4754 / 2489 ADEQUATE FOR THE LOADS. 10'-01, 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIF �' �rr11111O1®® 1 V-2 255 471 / 352 1075 / 1075 1838 / 1567 2883 / 2003 WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH FOR AS REQ'D. ®®��®r�®®®® U j CIO 12'-0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL Lj00 n ®� �� •°®®s•°®••®/j/ ®�� 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 'r ®�' ®•®® % o SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS Uj ®�, Cb 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 a LLI ®�®!� U 14'-0" 0 292 / 0 1160 / 0 166010 2439 / 0 : _ ®= _ _ 16'-0"' 0 284 / 0 950 / 0 1379 / 0 1997 / 0 �, ' Z U O� -� 18'-01, 0 211 /0 750/0 1177/0 1676/0 MATERIALS v :> �0 ®Z w p 18'4" 0 142/0 598/0 1114/0 1468/0 Z �y ®®®® •°°®SOp Z 1. fc PRECAST LINTELS = 3500 PSI, O �, •®® ® ®� Q 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 2. fc PRESTRESSED LINTELS = 6000 psi. o ®®i�A P ®e®� 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 3. GROUTED PER ASTM C476 fig = 3000 psi W/ MAXIMUM 3/8"AGGREGATE AND 8" TO 11" SLUMP. w ®�/adotlgprrl m LL 22'-8" 0 110 / 0 450 / 0 824 / 0 1 1147 / 0 RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE CLEAR OPENING 8R6-1B/8R6-0B 8R14-1B/8R14-06 8R22-1B/8R22-0B STRENGTH = 1900 PSI. 00 2'-4" 1694 / 1694 3725 / 3280 5499 / 5421 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW O 2'-8"" 1425 / 1425 3343 / 3280 4933 / 4933 RELAXATION. 7/32 WIRE PER ASTM A510. (D T-0" 1230 / 1230 2769 / 2769 4085 / 4085 LU 3'-4" 1081 /920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE ° 1- 4'-4" 846 / 833 2121 / 1716 3127 / 2839 °n Q 5'4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL F = FILLED WITH GROUT Q 6"-4" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED o 7'-4 480 / 322 1334 / 1334 1964 / 1552 R = RECESSED & FILLED WITH GROUT 0- 8'-4"' 1 415 / 235 1 1152 / 1152 1694 / 1552 0 8R6-1 B/1T ' — QUANTITY OF #5 REBAR @ LL BOTTOM OF LINTEL CAVITY M 8F8-1B/1T 8F1.6-1 B/1T 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER U_ 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. O 8R14-1 B/1T ��— QUANTITY OF #5 REBAR AT TOP z NOMINAL HEIGHT O 8F16-1B/1T Z 0) O TYPE DESIGNATION NOMINAL WIDTH 5 O E 8R14-0B/1T CL 0 8F16-0B/1T 1-1/2" CLEAR W V 0 8F20-1B/1T Q O W O#5 REBAR AT TOP MIN. (1) REQ'D a 8F20-0B/1T Q Q C.M.U. O 8R22-1B/1T O GROUT S O 8F24-1B/1T L6 z d #5 REBAR AT BOTTOM OF LINTEL w %c CAVITY n BOTTOM REINFORCING PROVIDED - - - - O 8R22-0B/1T 7-5/8"" ACTU L IN LINTEL {VARIES) OU O8" NOMINAL WIDTH z W 8F24-OBf1T Q 8R30-1B/1T FILLED C w 8F32-1B/1T 1-1/2" CLEAR a U ° o O 8R30-0B/1T U A •:. ` a _ #5 REBAR AT TOP MIN. (1) REQ'D w0 PA 8 0 8F32 -0B/1T U _, o O 8F38-1B/1T ro 0 (/i zbfioa z Z z0 0 Go $F12-1B/1T ILO d t- 8F40 -OB/1T BOTTOM REINFORCING PROVIDED L% j O 7-5/8" ACTUAL IN LINTEL (VARIES) 8F8 -0B/1T 8" NOMINAL WIDTH U W 8F40-1B/1T UNFILLED 06 W z 5 � E Wv ¢ z N C. SAFE LOAD TABLE NOTES Q l7it - z _ 0 W L J U) W 0 >= 3 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED z J = Q o o Q LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 I— Z z � z W z E RECESSED LINTELS BASED ON 4" NOMINAL BEARING. U i— O < o W g O 2. 0 = NOT RATED. 0 I- U 13. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. L j W w w o 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM FOR _ Z 0 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING V% ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY, U --� 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY o N CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF X M SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. O LL. 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z Q m � 0 W LL WALL LEGEND a.a w z CO Q = 9'-4"T.O.M. = INTERIOR/EXTERIOR 0 * O H LLI UJI BEARING WALLS VERIFY O HGT. W/ ARCHITECTURAL z = m J V PLAN U.N.O. OR LINTEL co w W � I- V x J Z � � c O � a Wj trill a p">ti za WIOW� LINTEL PLAN 0 o;oa� "=1'-0" ry < O W 0) 1 /8 — lJ U w STRUCTURAL ENG: BAD 07 DRAFTING: W -STRUCT: JW QC CHECK: EA JOB No. DWH-0205115 SCALE: AS INDICATED z DATE: 05/04/18 w w X S4 H -- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. STANDARD 90e HOOK 1 STANDARD 180° HOOK #3=2%2" #4=2%2' #5=2 z" #6 = 3" #7=3%2" PROVIDE CLEAN OUT OPENING@ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING O 3"-0 1 " 3"-0" T-Ol' WALL LEGEND B2x12 TOP @ GEO SD2 B2x12 TOP @ 9'-4" 'PEil W E01 SD2 B2x12 TOP @ 9'-4" B2x12 TOP @ 9'-4" 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL FIRST FLOOR FRAMING PLAN - NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/4"=11-011 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. '- LLI �� ®O.•®® •®•• 2®c�®� W 00 o .® •• 2 Z ; O i=•o J > U p Q Q ®� Z co o �i®• � � Q yd� i� 00000•®® �t��®>� } ® 0 �® fill LL ' Z i O CL = U i (n J W O W ry J U i O p�bJ M 0 j U Wz Qp� _. z m O_j z O CL i J W LL (D i �z 06UjO rZ`_ N- Q Z �r N [L1 W J �aor08 Q o 0 : m I_ U— I.t.. z Z °zM<WY0 E 2LuZ o i— V— Q CD J W Q W to i W OUo O J M ti � J C LL Im Q W LL 0 - J �W a i W Y co 11 i =00 J C� m J_ JJZV c W ;aW ' �� a J z Wo Uj 0Q0Wo J 64 i i J STRUCTURAL ENG: BAD DRAFTING: J STRUCT: JW QC CHECK: EA JOB No. DWH-0205115 SCALE. AS INDICATED DATE: 05/04/18 J S5 BEARING WOOD WALL SCHEDULE TAG STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TOP BOTTOM SPACING SPECIES (plf) (3)12d (3)12d BW1 16" SPF TOENAILS/ END TOENAILS/ END NO MID -SPAN NAILS NAILS UPLIFT BW2 16" SPF SP4 W/(6) SP4 W/(6) 570 pif MID -SPAN 10d x 12" NAILS 1 Od x 12"" NAILS BW3 16" SPF SP4 W/(6) 1 Od x I" NAILS SP4 W/(6) 10d x 11" NAILS 570 plf 3rd. PT. BW4 12" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN UPLIFT NAILS NAILS BW5 12" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 13" NAILS 760 plf MID -SPAN BW6 12" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 13" NAILS 760 If p 1 3rd. PT. BVV7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN UPLIFT NAILS NAILS BW8 16" SYP SP4 W/(6) 1Od x 1 ' NAILS SP4 W/(6) 1Od x 1�' NAILS 664 If p MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 1 3rd. PT. 10d x 11' NAILS 10d x 11" NAILS BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN UPLIFT NAILS NAILS BW11 12" SYP SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 11" NAILS 885 plf MID -SPAN BW12 12" SYP SP4 W/(6) SP4 W/(6) 885 plf 3rd. PT. 1 Od x 1 "' NAILS 10d x 11" NAILS BW13 16" SPF SP4 W/(6) SP4 W/(6) 280 pif MID -SPAN 10d x 12" NAILS 10d x 11" NAILS @ 32"o.c, @ 32"o.c. 12" SPF SP4 W/(6) 10d x 13" NAILS SP4 W/(6) 10d x 1'NAILS@ 380 plf MID -SPAN 24"o.c. @ 24"o.c. NDARD BEARING WALL W/STRAPS NOTES r3,CONNECTORS Y WPLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. UMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL S TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2" J-BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS& AT 32" o.c. W/ 7" MIN. EMBEDMENT, 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. L 11. COLUMNS WITHIN BEARING WALLS w/UPLI FT 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 <8> (4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN < E > (3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN <8> (3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN OK (2)2X8 SYP #2 BUILT UP STUD COLUMN O4x4 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. O3-1/2"x5-1/4" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. 3-1/2"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. O3-1/2"x9-1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. O5-1/4"x7" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. O3 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER SHEET 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER SHEET STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & 8" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & $" EPDXY ANCHOR w/MIN. 7"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)$" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS. 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 10d .148" x 3" 12d .148" x 3a' 16d .162" x 33" 8d RING SHANK .113" x 2$" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE SYP(Ib) META16 w/(8) 10dx12" NAILS OR META20 w/(8) 10d x 11"NAILS FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 (1)ply TRUSS (10)1Od x 12" NAILS FRAME TO CMU (1)ply 1985 (1)ply 1985 (2)ply TRUSS (14) 16d x 12' NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 11" NAILS OR H10A 1015 H10A 1140 R (2)ply TRUSS H10A-2 w/(18) 10d x 13" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)1 Od x 12" NAILS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12' NAILS a (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 H2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 11" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) MGT w/(22)10d g" EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 12" EMBEDMENT w/(18)16d x 2"' NAILS & s"" EPDXY ANCHOR w/SIMP: SET ElHTT4 MIN. 7" EMBEDMENT FRAME TO CMU 3640 4235 10 HGT-2 w/(16)10d NAILS w/$"' EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4) 4"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)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833plf 928pif 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) 10d NAILS & a" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 0 1500 EPDXY MIN. 7" EMBEDMENT CMU 19 HTT4 w/(18) 16d x 2 " NAILS w a" 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 (3)HTS20 w/(24)10d x 12" NAILS 20 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 3735 4350 21 MSTCM40 W/ (14) 16d SINKERS AND (10) 1/4"x2-1/4" TITENS FRAME TO CMU 2420 2800 22 SIMPSON HGUS 5.50/10 W/ (63) 16d NAILS GIRDER TO COL./ BM 9100 4095 MGT w/ (22) 10d NAILS TO GIRDER & (1) 5/8" A.T.R. THRU 23 DOUBLE TOP PLT. TO INVERTED HDU5 ATTACHED TO POST. FRAME TO FRAME 3300 3965 INVERTED HDU5 TO POST w/ (14) 1/4" x 2 1/2" SDS SCREWS STANDARD CONNECTOR NOTES 1. ALL TRUSS/BEAM TO MASONRY CONNECTIONS TO BE SIMP. META16, U.N.O. ON PLAN. AT FLOOR TRUSSES PARALLEL TO MASONRY WALLS CONNECT w/SIMP. META16 @ 24"O.c: OR 32"o.c.VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.'c. MAX. AND AT EACH CORNER. 12. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2-PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO: BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)1Od NAILS & (14)4"x24" PLATE TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)1'x24" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od PLATE NAILS & (18)4'x2' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10)10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)1Od NAILS & (18)4"x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"x2a' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4"xA" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2-PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS @ 6" O.C. (TYP. ONE SIDE) MIN 2" FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA, END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS 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/z' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/�' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2" FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.25x11.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/FLITCH ATTACH KING STUD TO HEADER w/(10) PLATE BETWEEN PLIES 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. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 1 Od 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_ % e) z V O De !Zl] o z LLD S w, . m 4r hw- ® I 0 -� w .a®® m LL cfl w 0 O 0 ®®®'/Alllll 0 z o LU J n m � Q 0 �t 0 O - - - - w wT-- U- 0 m z O O O U = o W d � z t- m w J o- 0 U > Q 0� M w a 0LL O O 0 U) z 0 U in O � LU z L o. ui z 7 z F- 0wZ) 0 C) C� ~ o W WAx J U o W LU 0 U 0W0 I- ~ w W z � F- 2 U) L)LLJ r. M oLL z m 0 0 O 0 LU -.I U. Z LU U) z W 0 0 0 1- W J z >- m IonoG J J Z V Q W�,aa W 1--� r- Z 0. ❑ Uj O 0 �Q0W(7) 0 00 w p_ n 2 W CV U ° ° U z ,onto c� z° e� m 0 LLJ 06 LU Oz 5 E I-Zcn�a, 8 Q O M c Z p U H 7 5mwJ H J cn❑�o 8 Q X 0 -:- (n F-3w o O <OWg° (t LO LU M ZLL 00c, O 2 z C� w STRUCTURAL ENG: BAD u) DRAFTING: LU -STRUCT: U QC CHECK: JOB No. U) - --- SCALE: DATE: z w F w JW EA DWH-0205115 AS INDICATED 05/04/18 S501 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. H2x6 CONT. HEADER ATTACH TOP OF COL TO HEADER W/ (2) A34 ti��9 U Mh w w Iti h I` w w w w w LO M r- wzi ca U CJ 1 .� .._. ._._ � CA -00 W 17 12 B Q CJ3A CJ3 CJ5A CJ5 So C A 3 WALL LEGEND 9'-4" T.O.M. ® = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS, U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS @ 2ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW: OPENING SITTING ON MASONRY- WS06/SD4 (STRAPS/ BASE CONNECTIONS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) OPENING SITTING ON WOOD BEAM- WS07/SD4 (STRAPS SHOWN ARE ONLY REQUIRED WHEN CALLED OUT ON PLANS OR SHEATHING IS NOT CONTINUOUS) 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 8'-0" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C, MAX 9'-0" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9'-4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 10'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR 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. r= w 0)z M Woo � w �®®%tee®��111111/®r�® �® Y cs •° °% Q w % n J O ter, ..,, ° oz —uj Uj 00 s Ec ° o 'Lu P n es. ® cq �� ••®•®� a •®°®®®® p J u w ®•°®!� ��® m w®01111010 n O U ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B p LIJ Q M d 0 0 U- w F- w 0 z 0 z O 'o h- w w U 0 W -� W Q 10 x t w J d O U n W Q IY M w w h U C Q Ua 0 CA ZC O Al cn 0 ...� U ll�. > zoe (D cfl III a Z Z (D JAW /A5 U) n F- z l7 O Qo 'M ° ° A6 O W LL J CD 8 SO4 J =o¢ .. Z QQwX0 SO B3 3 F SD4 J A 3 SD4 U �O'"� 0 O Woa�a O W LL. Q W LO W w w w w w w U) O B3 D H2X6 CONT. HDR. w M B3A LO U U y�� O M J7 ILL 61 H2X6 CONT. HDR. Q m 18 12 E n O U E-1 B2 ATTACH TOP OF COLUMN TO o W O HEADER W/(2) A34 g W Z 118112 E GEO z .. ATTACH TOP OF COLUMN TO SD2 Q � V HEADER W/(2) A34 n = COQ V w W z J J z U 0 z 1p��C W r a W i-��zCL wa Uj 0 o 0 0 0 00 � --- W .�....� z O W STRUCTURAL ENG: BAD DRAFTING: w j -STRUCT: JW j QC CHECK: EA � JOB No. DWH-0205115 ... . SCALE: AS INDICATED DATE: 05/04/18 �- z ROOF FRAMING PLAN w W NOTE° SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND S 1i4��=1�-0�� S5.2 . COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I.• a W Q a ua z ENTIRE COLUMN TO a BE GROUT FILLED W U.N.O. � a r I ;s 4 v a •J ALTERNATE CONNECTIONS I.L.O. J-BOLT: 1. MIN. (6) 1/2"x5" TITEN HD W/ 3-1/2" MIN. EMBED. PROVIDE STANDARD 2. MIN. (6) 1/2" ASTM F1554, Gr. 36 (OR BETTER) THREADED ROD W/ 4-1/2" MIN. HOOK EMBED. W/ SIMPSON SET-XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER _.- i __ ......._. _._._ ...-._._. 2x6x12 P.T. SYP #2 CENTER BUCK 1/2" J-BOLT W/ 5 1/2" EMBED. (1) #5 IN TIE BEAM 1 1/2" 2x P.T. SYP #2 NAILER (1) #5 BAR IN PRECAST MIN. OF OPENING W/ (1) 1/4"x2-3/4" LINTEL 4" MIN. FROM TAPCONS @ 24" O.C. & FACE OF CMU 4" FROM ENDS (2) #5's VERTICAL IN - - ANCHOR NOT PERMITTED TO BE GROUT FILLED CELL INSTALLED WITHIN 1-1/2" OF HEAD JOINT MIN. (6) 1/2" DIAMETER J-BOLTS USING 2"X2" SQ. WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BUCK, EA. SIDE OF OPENING. FIRST ANCHOR I (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" - BELOW TOP OF BUCK. SPACE REMAINING ANCHORS (1) #5 VERTICAL IN @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY GROUT FILLED CELL (IF W ( co O BUCK TO CMU ATTACHMENT REQ'D PER PLAN) LOCATIONS PER GARAGE DOOR j � MFR.'S WRITTEN SPECIFICATIONS NOTE: SEE MD08 ON `n W 0 W LINTEL PLAN Cn " " ¢ C� 45 DEG. BEVEL CUT m ¢ ¢ 2x6 P.T. SYP #2 BUCK END, 1 1/2" ABOVE O I.m._..-.._. GARAGE F.F., EA. SIDE SECTION OF OPENING VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL (MAX.170C) PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EA. SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCK PER DETAIL - MD04/SD1 1 /2"=1'-0" NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS ARCH WINDOW FRAMING DETAILS PRE-ENGINEERED -- TRUSSES PER PLAN @ 24" O. C. MAX. TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED - PER NAILING SCHEDULE FROM TOP OF KNEEWALL TO BOTTOM OR SP2 CLIPS AT TOP AND SP1 CLIPS AT BASE ARE REQ'D. 1 /2"=1'-0" LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE ARCH PER ELEV I I END VIEW w/ CMU --— HEADER (SEE PLAT` 2x BLK'G. TO O.S.B. (2) - 8d EACH END 7/16" O.S.B. EA. SIDI ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0 12 --_ (TYP) SEE ELEV. /-- DOUBLE 2x TOP PLATE 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 l COURSE W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL MEN E i-mm 1"=1'-01, O2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT ROOF SHEATHING FOR STRAP C CONT. ROOF SHEATHING NAIL PER PLAN 1 `` F PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END 1 OTO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW OF 2x PLATES OVER ROOF DECK PER VALLEY h• FRAMING DETAIL H A K <8> DOUBLE TOP PLATE E OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B RAFTER •, COMMON TRUSS PER PLAN OR CONV. FRAMING w/ \ I C JOSTRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS 1 �`b E CURVED ROOF TRUSSES PER PLAN OR CURVED t O RAFTERSw/ (2) LAYERS 3/4" CDX SHEATHING ' G NAILED @ 6" O.C. STAGGERED DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D - NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L 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" (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT. VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACEDTITEN HD ANCHORS W/ 01N. 1 t" EMBEDMENT FOR HOLLOW 3LOCK OR 3 1/2" EMBEDMENT FOR SOLID 3LOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" :ROM TOP AND BOTTOM AND 12" O.C. 3ETWEEN PT BASE PLATE 2x BUCK DETAIL SEE TYPICAL HEADER SHEATHING PER PLAN FRAMING DETAILS FOR TYP. TRUSS TO FRAME ADDITONAL CONNECTION PER INFORMATION STD. CONNECTOR (HEADER CAN BE NOTES EITHER UPSET OR (2) 2x PLATE DOWNSET) FRAME OUT TO BLOCK EDGE AS REQ'D 2x W/ (2) 16d TOE NAILS EACH END LAST STUD OF —'' KNEE WALL JOINING — HEADER PER LAST STUD OF KNEE WALL UP TO MAIN HOUSE LOCATION (3) 16d COMMON JOINING UP TO MAIN HOUSE � WALLS SHALL BE NAILS (TYP.) WALLS SHALL BE ATTACHED 2x T (2) OP PLATE ATTACHED TO MIN. TO MIN. (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS WALL STUDS W/ @ 12" O.C. (2)-16d NAILS @ 12" 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN BLOCKING ATTACH TO WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE 7/16" OSB W/ (2) 8d STRUCTURAL SHEATHING MIN. 2x4 SPF #2 KNEE i NAILS ON BOTH SIDES FROM TOP BUILDER FRAME WALL WITH STUDS @ 7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF RADIUS AS REQ'D 16" O.C. W/ STRUCTURAL 6d NAILS @ O.C. BEAM. ATTACHED PER BEAM. NAILING SCHEDULE I SHEATHING ON BOTH N TO SIDE &TOP N T OTHERWISE SP2 CLIPS SIDES FROM TOP OF 2x BUCKS, EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF IT PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER STUD TO BOTTOM PLATE NAILING SCHEDULE fiF70) KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM SEE GE02/SD2 FOR OUTLOOKER OR SHEATHING CANTILEVER 8d NAILS @ 4" O.C. IF REQ'D, PROVIDE VALLEY TRUSS CONV. FRAME OR CLOSURE WALL w/ VALLEY TRUSSES PER SINGLE TOP AND BASE PLAN PLATE w/ (2) 16d NAILS EXT, SHEATHING; TO TRUSS. STUDS @ ATTACH PER NAILING 24" O.C. & EXT. SCHEDULE SHEATHING INSTALLED PER NAILING PATTERN CONT. PLYWOOD ROOF SHEATHING PER NAILING SCHEDULE OR OPT, 2x4 BLOCKING PERP. TO EA. VALLEY TRUSS NAILED CRICKET AS REQUIRED TO TRUSS BELOW @ 24" O.C. W/ (2) 16d NAILS TYP. MAIN SPAN ROOF ATTACH TRUSS TO 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 rGEOkGABLE END AT VALLEY FRAMING CONNECTION TO TRUSS 3/4"=V-0" PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING #ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 3/16" x 2 1/4" 1x8 3/16" x 2 1/4" 12" O.C. 2 2x4 3/16'" x 3 1/4" 12" O.C. 1 3/16" x 3 1/4" " 2x8 3/16' x 3 1/4" 12" O.C. 2 LOCATION PER PLAN NOTES: (TYP). 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 4" FROM ENDS AND 16" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE MASONRY WALL PER OF BUCK. PLAN (TYP). 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR - - -- -- -- - EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. P.T. BUCKS PER I- 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO Z®�1rr61I�tI1®®�rd� ujIn It SCHEDULE EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS o ,�s�r�� ®6�� a T_ STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK, ® cc + �, •®®®®°°•O®°®® ®J, ®i' Li MAX. 2 PLIES OVER INITIAL P.T. BUCK. ®° °�� _j Z n 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME ®�. °' OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS pjj ®w ® ® p (FASTENING) ARE MET. Z% o B j <t 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID Q- ®� ®® C, ®E GROUTED CMU. �? �Td. ®°®° .• Q O 6. WINDOW OR DOOR INSTALLATION BY OTHERS p �� ®®°°•••p �� LL W P �� m "- 1 /2"=1'-0" W 0 0 U SHEATHING PER PLAN STRUCTURAL 0 TYP. TRUSS TO FRAME SHEATHING o W CONNECTION PER TYP. TRUSS TO FRAME STD. CONNECTOR CONNECTION PER m NOTES STD.CONNECTOR 0 FRAME OUT TO BLOCK NOTES EDGE AS REQ'ID FRAME OUT TO BLOCK EDGE "- W. z F- LAST STUD OF U_ 70 KNEE WALL JOINING (2) 2x TOP PLATE U) UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN z (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY U) 0 FOR BEAM SIZE ATTACHED TO MIN. IF OPENING PROVIDED 5; (2) 2x FULL HEIGHT PER PLAN) a WALL STUDS W/ 2x4 SPF #2 KNEE WALL (2)-16d NAILS @ 12" W/ STUDS @ 16" O.C. _ O.C. 2 1/2" W/ STRUCTURAL 1/2" x 8" ANCHOR BOLT SHEATHING FROM 0 W OR TITEN HD @ 32" TOP OF WALL TO Q Q O.C. & 6" FROM EACH BOTTOM OF WALL. END ATTACHED PER 2x PT BOTTOM NAILING SCHEDULE PLATE OTHERWISE SP2 CLIPS W • EACH STUD TO BEAM BUILDER FRAME PRECAST LINTEL OR ABOVE AND SP1 CLIPS RADIUS AS REQ'D KNOCK OUT COURSE EACH STUD TO 0 MASONRY WALL BOTTOM PLATE z W Q FO KNEEWALL AT MASONRY WALL — 1 Of o 3/4 =V-0" 3/4 -0 4 o .._I �a W 00 U oea`Oa� z 9 F_ z W W IL Lli X Q D F— J W J 0 p Jew PRE-ENG.TRUSS PER Q 0 � o = E PLAN, 24" O.C. MAX U) U, M- z � ti rn 8 Ll Q 0 N7 C �---- ROOFING MATERIAL �`¢� W Z 0 P co coU) PER ARCHS 7 I- c� R m 0 W L _I <00 SEE FRAMING PLAN Z J `� z O FOR CONNECTION 0 W Z z D z w z E INFO Q V O �U_w�a SEE ELEVATION O j-- U o W TOP OF MASONRY w W w o F- _ Z 0 '- SEE ARCH PLANS FOR OVERHANG INFO �"- ss 0 RE. ELEV. N FOR O.H. M TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. o LL GROUT SOLID z Q 0Uj m LU 0W O O � EL � J Z � WINDOW PER > 0 U) W Q FLOOR PLAN o LU 11 0 001--LU z O V PRECAST CONC. OR m POWERS STEEL SILL 3: W = �; TYP: @ALL WINDOWS _ _1 _I z Ci � � p O � EXT FINISH PER PLAN W I 0• � F-• > Iti z 0. L UCW<0 -) ��.. "�. 0 — 0� 00 a MAIN FLOOR L0 O W .�� ELEV 0'-0" W 110 N •� z CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION — I— I� W STRUCTURAL ENG: BAD PLAN FOR MORE INFO = — I I`-' co DRAFTING: MASONRY WALL PER STRUCT: JW PLAN ? QC CHECK: EA SEE FOUNDATION JOB No. DWH 0205115 DETAILS FOR FTG INFO SCALE: AS INDICATED --- -- - �' z DATE: 05/04/18 W a — NOT USED S0� TYPICAL ONE STORY CMU WALL SECTION W 3/4"= V-0" L SD1 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 HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM. BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONAL TO BEAM 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 BEAM CONNECTION FRAME WALL CONNECTION REQ'D GABLE END "L" AND/OR "T" BRACING STRONG BACK PER GABLE END BRACING CHART 2x4 SYP #2 TOP CHORD BRACING @ 16" O.C. MIN (2) TRUSS BAYS CONTRACTOR TO FIELD VERIFY WHICH BACK FROM GABLE END (MIN. 48") GABLE END CONDITION IS REQUIRED. CONTACT FOR A23 DIAGONAL TO TRUSS PER FOR ADDITIONAL INFO AS REQ'D TRUSS BOTTOM PLAN TYP. CHORD. REFER TO SIMPSON A23 @ EACH dV GE02 FOR REQ'D MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. CLEARANCE BETWEEN 1/2" J-BOLTS w/ 2x4 SYP #2 BOTTOM PLYWOOD INSIDE FACE OF CMU WASHERS (MIN. 6" CHORD BRACING @ 16" SHEATHING & AND CENTERLINE OF oo EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM NAILING PER J-BOLT EACH END AND 32" ATTACHMENT W/ (3) PLAN SHALL O.C. MAX. c� 10d TOENAILS EA. END w W RUN CONT. H io MIN. (2) TRUSS BAYS ACROSS GABLE 2x8 P.T. PLATE, CANT. < = BACK FROM GABLE END (MIN. 48) -� TO BOTTOM OF FOR CLG. NAILING v �� FALSE BEAM. SURFACE �, p m 2x TOP PLATE TO ATTACHED PER PROVIDE 16d NAILS O GABLE END W/ 12d NAILING GABLE END TRUSS TO NAILS @ 6" O.C. SCHEDULE PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) TIE TIE BEAM COURSE w/ B AM C 10d NAILS @ EA. TRUSS BRACE TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN CMU WALL CONNECTION W/ (3) 10d NAILS EACH END TYP. FALSE BEAM STUDS ONLY IF FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING'k*'k GEO GABLE END @ FLAT CEILING CONNECTIONS (150 MPH EXP. B) 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) II \\\II / \ WHERE O.H. IS > V-0", DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT. O.H. BACK TO 11ST COMMON TRUSS WITH SEE ELEV. FOR (3) 1.2d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. (5) 16d NAILS \ BRACE TO BLOCKING PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. w/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REQ'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 6 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'-4" < 11614'-0" STRONGBACK W/ (1) 2x4 BRACE 14'-0" < H 618'-8" STRONGBACK W/ (2) 2x4 BRACE SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA, GABLE 2x4 BRACE WITH (2) 10d NAILS A23 FROM 2x4 BRACE IF REQ'D S STRONGBACK TO SEE CHART. DIAGONAL -- 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL — 2ND 2x4 BRACE IF I x REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING 3/4"=1'-0" 2x4 #2 SYP P.T. 2x6 10d COMMON NAILS @ 8" O.C. CONT. 2x4 2x4 DIAGONAL BRACE @ 48" O.C. TO 3RD BAY REQ'D w/ STRONGBACK, SEE CHART GABLE BRACING (+) SEE CHART ` z STRONGBACK IF REQ'D PER CHART Q A GABLE END SHEATHING FASTEN PER LAN. 2x4 BLOCKING @ EA. PROVIDE 2x BLOCKING OUTLOOKER (MAX. FOR NAILING BLOCKING @ 24" O.C. 2x4 BLOCKING (2) 12d ROOF SHEATHING TRUSS PER PLAN W/ (2) 12d END NAILS NAILS, TOENAILED @ ROOF SHEATHING PER SPAN SHE w/ IN 16d (2)16d NAILS PLT. TO TEACH END EACH END.AT 24" O.C. ROOF PER PLAN SHEATHING PLAN —� 2 0 MAX. END NAILS EA. END STUD TOP &BOTTOM TRUSS PER PLAN 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS TRUSS PER PLAN VARIES 1 1 RAKED DOUBLE TOP PLATE CEILING NAILER AS NOTE: PROVIDE ADDIT'L REQ'D BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ PER HIB-91 & TRUSS 16" O.C. TYP. MANU.'S DRAWINGS; CEILING GYP. BD. IS 2x8 #2 SYP PT BASE NOT A DIAPHRAGM PLATE CMU WALL PER PLAN GEO GABLE END @VAULTED CEILING 3/4"=1'-0" NOT USED 3/4"=1'-0'' 1 /2"= V-0" L (150 MPH EXP. B) fw 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'-9" MAX. (TYP.) (END NAIL PLTS. TRUSS PER PLAN DTC CLIP, (2) 8d NAILS TO STUD) INTO BLOCKING, (4) 8d 2x FASCIA w (2) 16d (2) 16d TOE NAILS NAILS INTO TOP PLATE END NAILS @ EA. 11116A BRACE TO LEDGER OUTLOOKER SIMPSON H2:5(TYP.) a SIMPSON LTA2 DOUBLE TOP PLATE BLOCKING TO CMU W/ 2x4 LEDGER W/ (2) 10d HOLD WALL 3-1/2" MASONRY WALL OR (10) 10d NAILS AND NAILS @EACH WEB DOWN FOR LINTEL SEE PLAN ' *°' MIN. 4 1/8" EXTERIOR SHEATHING. OUTLOOKER EMBEDMENT OR g ATTACH PER PLAN SIMPSON META16 a FROM TOP OF WALL STD CONDITION @ CMU w To BOTTOM !11 — SHEATHING PER PLAN 16'" O.C. PF STUDS AT SIMPSON DTC, (2) 8d — 1/2" x 8" J-BOLT@ 32" NAILS INTO BLOCKING, ��____�---" 2x8 #2 SYP PT. BASE O.C. AND 6 FROM EA. (4) 8d NAILS TO TOP MASONRY WALL OR END w/ NUT & WASHER PLATE LINTEL SEE PLAN PLATE W/ 1/2" x 8" TRUSS PER PLAN ANCHOR BOLT OR — MSTAM-24 TYP. EA. TITEN HD @ 32" O.C. & SIDE OF EA. STUD. 6" FROM EACH END CENTERED BETWEEN TRUSS PER PLAN FRAME AND CMU SEE WALL SPLICE DETAIL FOR REQ'D FLASHING �- 2x4 SYP #2 BLOCKING, @ 24" O.C. W/ (2) 12d VAULTED CONDITION @ CMU — TRUSS PER PLAN SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM 10 W/ (4) 1/4" x 1 1/2" SIDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS _�— LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL 2x4 BLOCKS, (2) 16A NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOVI FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @6"O.C. %THING PER PLAN WHERE O.H. IS > V-0" DROP END GABLE w/ OUTLOOKERS @ 24" rn O.C. TO RUN BACK TO �rr11v11�® w ®®d/m®®® ,d 1ST COMMON TRUSS a �� I 00 WITH (3) 12d TOENAILS. CONNECT TO DROP q) ��®+r� �" ��. �® W �,®®°°®®•®.•®®®®®®® �® �J z Q GABLE WITH H2.5 CLIP. �® '" ®� k, rn ®'®0 3: V MAX 2'-0" O.H, ® ®® W410 .� v ®v ® ti cr®Q= Q� �L� :° p CONT. 2x4 N-1 v® y� e ®co LL 2x4'S @ 24" O C = �®® [aR® (5) 16d NAILS BRACE m TO BLOCKING GABLE END w PROVIDE 2x4 BRACE — SHEATHING FASTEN 0 ®s��®16111@el®®®®®® TO EA. ADJ. DIAG. PER PLAN U FASTEN TO DIAG.w/(2) SPLICE AS REQ'D z 16d NAILS. __ -- SIMPSON H10A DIAG. TO BLOCKING o O w -� GABLE BRACING @ 48" PROVIDE 2x BLOCKING U_ O.C. MAX. 45' FROM FOR NAILING O HORIZONTAL (+/- 10°) z BRACE NOT REQUIRED 0 Z 6' FROM EAVES. TRUSS PER PLAN a 64 SEE PLAN FOR a SUPPORT AND TIE W LU W DOWN OF JACK r (� TRUSSES W PROVIDE BLOCKING LLJ BETWEEN TRUSS BAYS Q 0 @ 48" O.C. FOR FIRST 3 = BAYS SEE GABLE WALL PER PLAN ~ CONNECTION DETAIL 3: (FRAME WALL SHOWN; FOR REQ'D MAY ALSO BE w CONNECTIONS MASONRY) 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING'° � p W Q ry GEO GABLE END @ FLAT CEILING W/ BOSTON HIP W U° 3/4 =1 -0 a U , 2X CRIPPLES @ 16" O.C. W/ SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER IS NOT FLUSH AGAINST TOP PLATE * WHEN STUD LENGTH IS < 12" USE LSTA30 O g ° —� a .�... U a 0 Q y 2 ROWS 12d NAILS O z °� - - rid STAGGERED @ 12" a W Z O.C. EA. FACE OR (3) w Ur ROWS 12d NAILS Q STAGGERED @ 12" U W J O.C. FOR 2X10 OR p GREATER HEADER W J C) w 06 w z � co E STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W/ (11) 10d NAILS SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12 O.C. FOR 2X10 LSTA30 HEADER TO STUDS U.N:O. DOWNFRAME TO Q O z Q UO w X y LU --1 f— W = W W r ^ ~/ Z J (1) Z, C7 la— z Z N °' U o U)- o} 0 8 0 P O M Uj o Q ¢ w Y o E " w a i? O OR GREATER HEADER DOOR SIM TO U SEE HEADER WF01/SD1 z N SCHEDULE FOR HEADER CONNECTION O INFORMATION LSTA30 HEADER TO 2X STUDS TYP. ❑ STUDS U.N.O. Q m FILLING AND BLKING U) W 0 AS REQ'D W/ (2) ROWS o- J Z 0 OF 12d @ 16" O.C. TO ATTACH JAMB STUDS V) W Q HEADER UNO PER WF08/SD3 z WYd,tn' 2X STUDS TYP. BASE PLATE TO BE p Q (� ATTACHED TO FTG 00 m O W ATTACH JAMB STUDS USING 1/2" 0 J-BOLTS z = J V PER WF08/SD3 OR EPDXY ANCHOR @ Im TO 6" FROM EA. END OF W W D N V BASE PLATE BE BASE PLATE & WALL z _I Z ATTACHED TO FTG OPENINGS & 32" O.C. o Y O O � USING 1/2" J-BOLTS OR W/ 7" MIN EMBED. & 2" z W � a W 1 EPDXY ANCHOR @ 6" DOOR WASHER. AT SLAB Q �- W LO Z 0. a. FROM EA. END OF BASE OPENING STEP DOWNS, EMBED.01 _ ~ U� J PLATE &WALL MUST BE 7" BELOW W Q W � (29 OPENINGS & 32" O.C. W/ 7" MIN EMBED PER BRG STEP � —' (�� Q W) 00 01: O W 0) WALL SCHEDULE. AT P.T BASE PLATE p w [] N SLAB STEP DOWNS, z 1. /n 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 w STRUCTURALENG BAD SP4 @ BASE OF EA. cn DRAFTING: STUD U.N.O. SEE X -STRUCT: JW BEARING WOOD WALL -- SCHEDULE ON NOTES & U QC CHECK: EA CONNECTOR LEGEND JOB No DWH-0205115 SHEET _ — - _..... SCALE: AS INDICATED Q END NAILS @ EACH END. `` -- WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION fi_F0_'kNON-BEARING WALL CLIP DETAIL MORE INFO. z DATE: 05/04/18 w p TYPICAL HEADER DETAIL W ix D2 NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLF^ PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAA BE LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP WALL OR PRE - LONG, TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NA PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW •'� NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6 NAILING ATTACH 2x4 STUDS TO ) REQUIREMENTS THI (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d DETAIL FOR ALL TOF 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 MAN ATTACHED PER I (WF08/SD3) 1 TOP SPLICE,-., DOUBLE 2X4 TOP j 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 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 11/4"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 0 )01 2 1/2" z z w 1 1/2" z N LU N _ � N N N N 10d x 3" COMMC PLATE 10d x 3" COMMON OPP. SIDE z TO EACH PLY OF UILT z_ I I a UP COLUMN BELOW W/ U U) (2) 10d NAILS °O 00 10d x 3" COMMC ALL LOCATION TOP SPLICE BOTTOM SPLICE OVER DOUBLE 2x8 TOP TOP PLATE CORNER TRANSITION OPP. SIDE STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's (2) 2x COLUMN FO TYPICAL TOP PLATE SPLICE @ BRG. WALL TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) 3/4"=1'-0" MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 4 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT ° ° ° ° ° ° ° ° ° D= NAIL SPACING 2 OR HORIZONTALLY TRUSS TOP & BOTTOM USING 1 ROW OF 8d NAILS rrOP ° 0 o o ° BEYOND ) O @ — w O 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. IT —D — TI —` _ PER NOTE #2 SHEATHING PER PLC TT---I1--1i I l— 7, % U C� J 2U NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d WALL SPLICE, FIELD w z _j ¢ NAILS @ 3 O.C. WALL DOUBLE TI D/2 1 I 5 I I I I I I VERIFY IF REQUIRED a z O3 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS PLATE PER PLAN II I I a 0 r @ 3" O.C. IN HORIZONTAL CONDITIONS DOUBLE NAIL EDGE SPACING z ® NAIL INT. W/ 8d NAILS @ 12" O.C. & NAIL EDGES 6" O.C. III III I I I I WALL SHEATHING 0 IIIILIIIIII IIII IIII III IIII III III III II I1I U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS SPLICE, SEE SPLICE w= SHEATHING PER MPLA N 3" DETAIL. MAX 1/8" PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO S= NAIL SPACING I— HEADER W8d NAILS @ 3" O.C. (2) ROWS @ TOP & PER NOTE OPENING SPACE BETWEEN w 1'4 BOTTOMPANELS a - III TYP. III I II II o SINGLE NAIL EDGE SPACING EXTERIOR SHEATHING III AROUND III II II II 2x STUDS BEYOND, w 0 � III OPENING III I I I I (I SEE PLAN FOR MORE Of w PROVIDE PIECE OF III III (I I I I INFO F Z � O SHEATHING BETWEEN _ III 1 _ _III I I I I 11 O EXTERIOR WALL III I I I I I I I II I I I I I I W SHEATHING & BLOCKING. I 1 _ IL _ 11 _ 11_L _ .JJ _ _ LL _ _IL_ _ z (n O SHEATHING TO HAVE —_ —_ —_ _ — _ — — 0 v� Co SAME THICKNESS & U- O LL 0 STRENGTH ORIENTATION FLOOR SYSTEM `" W AS EXTERIOR WALL — — — — — — — SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP 1 OPENING SIZE BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. 171 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE 6FO TYPICAL BUILT-UP STUD COLUMN DETAIL 2 1/2" EDGE 1-1 /2"=V-0 BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM OtiOR VINYL SOFFITS oF R�AeTO ROOF SHEATHING, 2R�9pe�0 cTti T,�� FASTEN PER PLAN T A of ss OP F° 2x4 FRAMING @ 24" / 2x SCAB w/ 10d NAILS O.C. MAX, @ 4" O.C. PROVIDE (4)10d x3" PER-ENG TRUSSES NAILS AT JOINT PER PLAN 2x SCAB w/ 10d NAILS lA \-_ @4"O.C. TRUSS CONNECTION PER-ENG TRUSSES EDGE DISTANCE PER DETAIL C C C 0 C INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED, OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. 00nVIDE (4) 10d x 3" -S AT JOINT PER PLAN 2x FASCIA PER PLAN `— 2x FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOENAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x4 LEDGER W/ (2) 16d 2x FRAME WALL PER NAILS @ 16" O.C. s O.C. PLAN SEE ELEV. FOR SEE ELEV. FOR O.H. SIZE O.H. SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL SEE ROOF SHEATHING, 2x4 #2 SPF PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING @ 24" O.C. MORE INFO & MORE INFO & w/ (2) 16d END NAILS DOUBLE TOP PLATE CONNECTION CONNECTION EACH END "x"x 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 2x12 w/ 10d X 3" NAILS @ 24" O.C. w/ EXT. BLOCKING @ 24" O.C. PRE-ENGINEEREID SIMPSON LSTA30 W/ @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS ROOF TRUSS - SEE (22) 10d NAILS (ALL z WALL TO PRECAST NAILING SCHEDULE & EACH END FRAMING PLAN FOR CORNER CONDITIONS CL LINTEL w/ (2)ROWS OF ` ++ * +� (4) 12d NAILS EACH SPACING EXTERIOR SHEATHING STRAP AROUND -- � 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER x x SEE PLAN FOR NAIL PER PLAN TALLER STUD) U) 16" O.C. MAX. TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ ,' x x CONNECTION i STAGGERED INTO TRUSS & (3) 12d EACH VERTICAL SEE WALL CLIP DETAIL 2x BRG WALL, SEE i TRANSOM BETWEEN TOENAILS INTO OTHER TRANSOM BETWEEN FOR MORE INFO . A I PLAN FOR STUD SIZE & LINTELS TRUSS LINTELS , SPACING. MIND SEE FLOOR PLAN FOR LINTEL PER PLAN UNDER GIRDER TRUSS MORE BRG. WALL INFO LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D <, U.N.O. 2x6 #2 SYP P.T. CONT 2x6 #2 SYP P.T. CONT. w/ (2) 1/4" x 3 1/2" w/ (2) 1/4" x 3 1/2" 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY SIMPSON LSTA24 EACH VERTICALLY VERTICALLY STUD ATTACH 2x TO 2x6 2x BRG WALL, SEE PRE-ENG: ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD 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 SPACING. MIN (2) 2x STAGGERED @ 8" ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER UNDER GIRDER TRUSS SEE PLAN FOR O.C. BUILDER BUILDER U.N.O. CONNECTION fiF1'4\SECTION @ DOUBLE BEARING fil=l STEP @ BEARING FRAME WALL Aso1 HEADER @ POCKET SLIDER W/ TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN BEAM INTO LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. PT. POST (AS NOTED) EXT. AS NOTED LAP BEAM PLYS AND NAIL AS SHOWN (5) 0.131 x 3 1/4" NAILS PER PLY HTS20 CLIP FROM POST TO BEAM EXTERIOR BEAM AS NOTED PLAN VIEW @ TOP OF POST PT POST (AS NOTED) ABU POST BASE (AS NOTED) C 5/8" THREADED ROD w/ 0. NUT SET IN ADHESIVE Q II <SEE FOUNDATION i i ••� �/ PLAN FOR ADDITIONAL \� a / INFO SIDE VIEW @ BASE OF POST rCD 0 CORNER COLUMN FRAMING 3/4"=1'-0" 2x6 SYP #2 LEDGER. TO STUDS w/ (2) 1/4" X 4'/2' SIMPS. SIDS SCREWS @ 16" O.C. MAX.; EXTERIOR WALL/TRUSS TO GABLE END STUDS w/ (2) 1/4"X 3'/" SIMPS. I SIDS SCREWS @ 16" O.C. MAX.; TO MASONRY w/ 2x6 PT SYP #2 LEDGER w/ 12 (2) 1/4" x 2 3/4" 4 (MIN.) TAPCONS AT 12" O.C. SIMPSON H3 CLIP SHEATHING PER PLAN 2x4 SYP #2 LEDGER. 10d NAILS FOR TO STUDS OR BEAM w/ C ONV. FRAMED (2) 1/4" X 4%" SIMPS. MEMBERS ONLY SDS SCREWS @ 16"` O.C. MAX.; TO GABLE END STUDS w/ (2) 1/4" X 3'/z' SIMPS. 3-0 MAX SIDS SCREWS @ 16" FASCIA PER O.C. MAX.; COMMUNITY SPECS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED x 2 3/4" TAPCONS @12" ROOF TRUSSES @ 24" O.C. O.C. MAX. SIMPSON H3 CLIP DESIGNED FOR SHINGLE ONLY D01 TYPICAL SHED ROOF DETAIL 2x6 COLLAR TIE HALF WAY UP HEIGHT OF VALLEY. FASTEN w/ (5) 10d COMMON NAILS @ EACH END (TYP.) 2x6 RAFTER TO 2x8 RIDGE BOARD W/ A35 ON ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOWN) FASTEN SYP OR SPF 2X6 (MIN. WIDTH) PLATE THRU O.S.B Lq SHEATHING (THICKNESS PER <<F� PLAN) TO PRE-ENG TRUSS BELOW W/ 1/4"x4-1/2" SIMPSON SIDS SCREWS 2x6 PLATE TO TOP CHORD OF EACH TRUSS BELOW 2x6's @ 24" O.C. MAX. CF01 FIELD FRAMED VALLEY DETAIL 1 /2"=1'-0" 1/2"=1'-0" w c� I JP 2X8 RIDGE BOARD FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. 7�\ NOT USED LEDGER (a- LOW ROOF 10dx3" 10d x 3" OPP. SIDE kNCE PER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 #2 SYP CONT. W/ (2) 16d COMMON NAILS EA. STUD OR TRUSS MEMBER, TYP. (MAX. 24" O.C.). IF MASONRY, USE (2) 1/4" TAPCONS W/ MIN. 2" EMBED. @ 24" O.C. TRUSS OR ROOF SYSTEM WOOD/MASONRY WALL OR TRUSS, SEE PLAN 3/4"=1'-0" o C 7 C PRE ENGINEERED u TRUSS AND IF PERPENDICULAR TRUSS o CONNECTIONS PER INSTALLED ABOVE, FASTEN C PLAN TYP. 2x8 #2 SYP TOP PLATE TO rJ TRUSS W/ (2) 12d TOENAILS o 2x8 SYP #2 P.T. VERTICAL @ `. 16" O.C. FASTEN EXT a " SHEATHING W/ 8d NAILS 6" o O.C. AT EDGES AND 12" O.C. F IN FIELD. FASTEN TOP 5 > PLATE TO VERTICAL STUDS o W. (4) 12d NAILS u o HGAM10 TOP AND BOTTOM u c� PLATE TO CMU WALL W/ (4) L 2x8 #2 SPF VERTICAL M 1/4" x 1 1/2" SIDS SCREWS & (4) 2 @ 24" O.C. w/ EXT. ,: 1/4" x 2 3/4" TAPCONS TO CMU C SHEATHING PER "' @ 32" O.C. & MIN. 6" FROM < NAILING SCHEDULE & ," ENDS. IF HEADER HEIGHT C C (4) 12d NAILS EACH EXCEEDS 2'-0" ADD AN TRUSS MEMBER �... ADDITIONAL HGAM10 FROM CENTER OF EACH STUD TO POCKET SGD — CMU @ 32" O.C. MAX E 2x8 (2) 1 NAILS @ ATTACHMENT BY (2) 2x8 SYP #2 P.T. BOTTOM u EACHH VERTICAL BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ MANUFACTURER'S EACH VERTICAL, EACH PLY. < WRITTEN STAGGER NAILS AS o SPECIFICATIONS REQUIRED fl�C SO4 HEADER @ POCKET SLIDER 1 /2"=1'-0" 3/4"= V-0" 1 /2"= V-0" I\ % 1 /2"=1'-01, 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. 1 /2"=1 '-0" u 0 C M 00 ®®!�, m o 6 �® B. O �' Z Q ®_ ® i �� ®®® 46 ® •®eem e®Gy ® Gj .�®� 0 ®�` m LL i U ° - w � d �u d ° W z i Q � i W J _J o Mw O L- E i 06 I—zc�n�� 8 r Q Z - N O © M C ' 1 ' 1— O J LJL V W 1— m UJIZ J c�00rt ro 8 Z QWYgEW<=O�O�a J LU< M i = Z 0�0 : U) 0 j N M > J LL 00 � i W O J Z e co W LL) �G d.co�i i 0 Q ~ J m . �mJ� JJZIII O Uj WLO�-CL ? UJ?,,JZG. WOW�t� 00 LLO2WN — i STRUCTURAL ENG: BAD DRAFTING: STRUCT: JW QC CHECK EA JOB No DWH-0205115 SCALE: AS INDICATED DATE: 05/04/18 i J SD3 SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL J PLAN FOR OVERHANG INFO WINDOW AS —� SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING U.N.O. INSULATION PER PLAN — SEE DETAILS WS10, WS11 OR WS13 FOR ADDITIONAL INFORMATION THIS SHEET NOTE: ALL FLOOR TRUSSES TO BE P.T. IF NO MOISTURE BARRIER (FELT PAPER OR SIM) IS PROVIDED BEARING 5EE PLAN ' ' ` BOND BEAM LINTEL AS PER PLAN n OL WD. HD. HT. , SEE PLAN PRECAST SILL OR SILL PER WINDOW MANUFACTURER WRITTEN SPECIFICATIONS EXT FINISH PER PLAN VERT REINF. BEYOND �4 MASONRY WALL PER a ` PLAN FIN. FLR. 0'-0" �- GRADE .4.� 44. DBL. TOP PLATE -- HDR. PER PLAN MIN 2x4 SPF #2 STUDS FLOOR SYSTEM DRAFT STOPPING A7 1000 SQ @ 16" O.C. SEE PLAN FOR MORE INFO. �- INT. FINISH PER PLAN 2x BOTTOM PLATE W/ AT 12" O.C. (2) 12d 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE FLOOR TRUSSES SEE PLAN FOR DEPTH AND DIRECTION NOTE: ALL FLOOR TRUSSES TO BE P.T. NO MOISTURE BARRIER (FELT PAPEI OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED TRUSS STRAP- SEE PRE-ENGINEERED ROOF TRUSS- SEE FRAMING PLAN FOR ROOF TRUSS- SEE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR LOCATION & SPACING LOCATION & SPACING STRUCTURAL COL PER STRUCTURAL COL PER PLAN FOR SIZE AND PLAN FOR SIZE AND REQ'D # OF STUDS REQ'D # OF STUDS DOUBLE 2x TOP PLATE — DOUBLE 2x TOP PLATE SOLID SHEATHING @ 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER 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 PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) ROOF TRUSSES AT 24" ATTACHED PER ATTACHED PER StiFFT 10d x1-1/2" @ 24" O.C. NAIL NG SCHEDULE NAIL NG SCHEDULE SIMPSON LSTA24 (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d NAILS. BEND STRAP NAILS. BEND STRAP TYPICAL TRUSS TO OVER TOP PLATE MAX. — (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. SIMP. HTT4 3", THEN RUN DOWN U.N.O. ON PLAN 3", THEN RUN DOWN FRAME CONNECTION. SEE STANDARD W/(18) 16d x 21" NAILS TO POST (U.N.O. ON FACE OF JAMB STUDS/ HEADER 7 HEADER - SEE 2ND FACE OF JAMB STUDS/ HEADER SOLID SHEATHING@ HEADER F SIMPSON SP4 W/ (6) <<S 10d x1-1/2" @ 24" O.C. tiFFT (USE SP6 @ 2x6 STUDS & SP8 @ 2x8 STUDS) --- (2) 2x SPF TOP PLATE U.N.O. ON PLAN I HEADER - SEE 2ND CONNECTOR NOTES �„ FLOOR PLAN FOR MIN. e111ifill,,/c� FRAMING PLAN) & 8 HEADER SIZE & REQ'D ®®®®®® !® W M ALL THREAD W/7" MIN. HEADER SIZE & REQ'D ®`� ®® �t REFER TO PLAN FOR EMBEDMENT INTO TIE (1) SIMPSON LSTA30 EXTERIOR SHEATHING JAMB STUDS �® FROM TOP OF WALL JAMB STUDS o �,® ®� ®.®••••®®••• �� ®®r oo cc BUILT-UP COLUMN BEAM USING SIMP. SET STRAP CENTERED TO BOT. RIBBON/ EXTERIOR SHEATHING w ® `�`.®• ®.®® /� o R FLOOR TRUSS SEE ( FROM TOP OF WALL • �° °� • Z ' FRAMING PLAN FOR ) O ®• U, INFO. EPDXY `\OC -FLOOR TRUSS PER BETWEEN COLUMN BEAM ATTACHED PER IF HEADER IS UPSET TO BOTTOM OF FLOOR • ` �_� 2 PLAN AND GIRDER/BEAM .. PRE-ENG. FLOOR PROVIDE SOLID CONNECTION INFO. NAILING SCHEDULE. '� AND WINDOW IS SYSTEM RIBBON / � ®O � � � rz® '� --j o BELOW W/ (22) 10d ( o „� �. q ®¢ >-• SYSTEM - IF NO FLOOR BLOCKING BELOW SEE DETAIL W811THIS NAILS (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET ,� , O® ,� ¢ FLOOR GIRDER OR p 0 SHEET FOR MORE INFO W/ 2x CRIPPLE STUDS AND WINDOW IS z 7' .• SYSTEM INSTALL COL. EVEN WITHIN PLATE W/ (2) 10d NAILING SCHEDULE. „� BEAM; SEE PLAN O � cS' • � �°� � KNEEWALL & PROVIDE FLOOR TRUSS MASONRY WALL SEE AT EA. END NAILED TO TOENAILS. EXT. LOWER: (1) 2x SILL �� ®•®®•••• ®!� }¢ O SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d PLATE W/ (2) 10d 5 s� P u_ HEADER OPENINGS �� J UNDER COLUMN NAILS @ 8" O.C. THEN LESS THAN 4F7:(1) 2x TOENAILS. EXT. w ��ggg/�wiltAftAw®®�� m ABOVE fis-0*TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. SILL PLATE W/ (2) 10d HEADER OPENINGS ATTACH SILL W/ (2) 1Od TOENAILS. OPENING LESS THAN 4FT:(1) 2x W BAND JOIST BLKG 3/4"=V-0" 3/4"=1'-0° TOENAILS AT EA. END SILL PLATE W/ (2) 10d 0 LARGER THAN 4FT: (2) O OR LVL GIRDER OF SILL (MAX OPEN'G 2x SILL PLATE W/ A35 TOENAILS. OPENING U 2x 2ND FLOOR STUDS CLIPS EACH SIDE W/ 2x W 2x SILL PL WINDOW WIDTH 4'-0"). USE A35 LARGER THAN 4FT: (2) C� W/ 2x CRIPPLE STUDS z_ MTSC40 POST ABV. TO SEE PLAN FOR MORE (2) SIMPSON LSTA18 CLIP AT EA. END FOR "" 2x SILL PLATE W/ A35 CRIPPLES @ 16 O.C. AT EA. END NAILED TO O � POST BELOW U.N.O. STRAPS CENTERED @ OPENINGS GREATER W/ (2) 10d TOENAILS CLIPS EACH SIDE W/ 2x FLOOR W/ (14) 10d THAN 4' BUT LESS T&B (PLYWOOD STUD PACK O.C.10d CRIPPLES @ 16" O.C. M Q PROVIDE SOLID A A NAILS @ 8" . THEN 00 BLOCKING WITHIN FLR. SEE FLOOR FRAMING NAILS THAN 6' SHEATHING REQ'D STUDS @ 16" O.C. W/ (2) 10d TOENAILS o PLAN FOR FLOOR SIMP. HTT4 T&B 7&B (PLYWOOD SYSTEM TO MATCH ) ATTACH SILL W/ (2) 10d SHEATHING REQ'D O COL. DIMENSION SYSTEM INFO. W/ (18) 10d x 22" NAILS SEPARATE SHEATHING TOENAILS AT EA. END T&B) ----- - F_ — REFER TO PLAN FOR its,70 POST (U.N.O. ON UNDER WINDOW OF SILL (MAX OPEN'G ATTACH 2x STUDS W/ (3) 2x STUDS FRAMING PLAN) &' WIDTH 4'-0"). USE A35 _ BUILT-UP COLUMN INFO. (2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR O STRAPS CENTERED @ EMBEDMENT INTO TIE OPENINGS GREATER BEARING WALL PER FLOOR W/ (14) 10d BEAM USING SIMP. SET THAN 4' BUT LESS z PLAN BEYOND NAILS ' ' CALIFORNIA CORNER A -A EPDXY THAN 6' Z COLUMNS (2) SIMPSON LSTA18 MID -HEIGHT BLOCKING (2) SIMPSON META16 STRAPS CENTERED @ 2x TOP & B07. PER BEARING WALL FLOOR TRUSS TO - FLOOR W/ (14) 10d RIBBONS, CONT. SCHEDULE MASONRY WALL NAILS (3) 2x STUD PACK NOTE: ALL FLOOR COLUMN BASE EXT. SHEATHING ATTACH PER NAILING TRUSSES 70 BE P.T. IF CONNECTION PER FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER PLAN MASONRY ATTACHED (FELT PAPER OR SIM) IS PER NAILING ATTACH 2x STUDS W/ REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS (4) IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN FOUNDATION PLAN 1/8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR FOR FTG. SHEATHING AND CMU WALL BELOW PER DETAIL tNCDICATED ON CONNECTION INFORMATION MASONRY NOTE: IF WOOD WALL OR BEAM BELOW USE FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR REQ'D ON EITHER SIDE OF WALL. IF WF02/SD5 BELOW JAMBS PLAN SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE FT MAX: DRAFT STOPPING MATERIALS TYPICAL TWO STORY COL. GIRDER MIN THICKNESS SHALL SO3 @ SINKERS AND (14) Y4"X2 %' TITENS TO MASONRY BOTH SIDES OF THE WALL PLAN FOR MORE INFO 2nd FLOOR CORNER FRAMING ATTACHMENT fi_S_0 HEADER CONNECTION @ 2nd FLOOR BE 1/2" GYP BOARD OR "" "" ""_ " " 15/32" OR 7/16" OSB. 3/4 =1 -0 % 3/4 -1-0 ATTACH TO FLOOR SHEATHING PER `L/ SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN TRUSS W/ 8d NAILS AT FLOOR SHEATHING & FLOOR SHEATHING & O.C. TOP AND NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING 2x STUDS , SEE FRAMING NOTES 2x STUDS NAILING SCHEDULE SCHEDULE BOTTOM CHORDS FRAMING NOTES FRAMING PLAN FOR ,SEE FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS SEE 2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR 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 (MAX) 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. 2x BLOCKING FOR 2x BOTTOM PLATE W/ AGAINST TRUSS (1) ROW 8d NAILS @ 3 (2) 12d @ 12" O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. ATTACHMENT W/ 2 VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" O (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING W/ (3) 12d NAILS EACH TO BOTTOM PLATE/ O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING END TO BOTTOM PLATE/ EA. END TO BOTTOM PLATE TOP CHORD PRE-ENG FLOOR TRUSS TOP RIBBON 2x SYP #2 RIBBON (MIN OR FIELD FRAME 2x4 2x SYP #2 RIBBON (MIN 2x4) 70 TRUSS W/ (4) SYS. 42 FLOOR KNEE WALL STUDS 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM CONC. SLAB - TRUSSES @ 24" O.C. 16" O.C. W/ (2) 16d NAILS 16d NAILS; BOTTOM RIBBON TO BE P7 IF SEE TRUSS LAYOUT SEE FOUNDATION (MAX) RIBBON TO BE PT IF PLAN FOR MORE INFO @EACH END. TRUSS TO BRG DIRECTLY ON CMU BRG DIRECTLY ON FOR HANGER CMU W/ STRAP PER CMU STANDARD CONNECTOR (2) ROWS 8d NAILS @ L, (2) ROWS 8d NAILS @ NOTES 3" O.C. WALL SEE PLAN FOR 3" O.C. TYP. WALL MASONRY WALL PER I (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. PLAN O.C. L. . BOTTOM RIBBON MASONRY OR MTS12 RIBBON . WALL SHEATHING PLAN 1/8" GAP BETWEEN AT WOOD FRAME SEE FOUNDATION NOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR WALL 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 TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE B RRIER FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER 3/4"=1'-0" O a 0.., w (1) SIMPSON LSTA30 = STRAP CENTERED O U BETWEEN COLUMN SEE FRAMING PLAN Q Q AND GIRDER/BEAM FOR FLOOR BELOW W/ (22) 10d CONNECTION r_ NAILS 's w FLOOR GRIDER OR BEAM --- O U z L IJ HEADER CONNECTION @ 2nd FLOOR HIGH BM W 3/4"=1'-01" I'- C c FLOOR SHEATHING SHEATHING PER PLAN J z PER PLAN PER PLAN ATTACHED ATTACH PER NAILING O ,...� M 8 o • a SHEATHING PER NAILING SCHEDULE z . ATTACH PER NAILING SCHEDULE, SCHEDULE 0 2x4 #2 SYP BLOCKING cn > _gyp CONTINUOUS FROM @ 48"" O.C. W/ (2) 12d O W z Q 00 TOP OF TOP PLATE TO TOENAILS EACH END 0� an BOTTOM PLATE. 2x BOTTOM PLATE W/ Z BEARING WALL PER 2x4 #2 SYP ANGLE (2) 12d @ 12" O.C. L U PLAN AGAINST TRUSS VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" _ % W U r M � w DOUBLE BOTTOM W/ (3) 12d NAILS EACH O.C. WALL SHEATHING TO BOTTOM PLATE/ ix U) o F E °� " PLATE END o w TOP CHORD © O W z g C� Q o N °' (2) H5 EA. FLOOR x Q �-"- Z U `" TRUSS 70 DOUBLE J W r/1 J m BOTTOM PLATE, SLIT FLOOR TRUSSES PER J M ¢ U.¢ O LL1 V) ❑ 0 8 p p >- FLOOR DECKING TO PLAN z O J f•-• O20 = o (A 0 �-- � w o S ACCOMMODATE 0 I- Z Q Q Z E w STRAP ATTACH TRUSS U ~ 3:� O o W a U BOTTOM CHORD TO BELOW O W a Q w 2x RIBBON OR BEAM W/ (2) W a O 0 BLOCKING W/ (4) 16d BEAM PER PLAN ROWS 1/4"x3"SDS SCREWS @ 12" O.C. H _ _ U) Z O OR (3) 16d TOENAILS MAX �_ 2 BARRIER (FELT PAPER 2x4 PT SILL PLT. IF A ( N OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES OR SIM IS PROVIDED - TRUSS PER PLAN TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTION S1 FLOOR TRUSS TO GIRDER CONNECTION 3/4"=1'-0" 3/4'"=1 "-0" 3/4"=1'-01, FLOOR SHEATHING SHEATHING PER PLAN PER PLAN ATTACHED ATTACH PER NAILING PER NAILING SCHEDULE SCHEDULE 2x BOTTOM PLATE W/ (2) 12d @ 12" O.C. (1) ROW 8d NAILS @ 3" FLOOR TRUSSES PER O.C. WALL SHEATHING PLAN TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN o z 2x4) TO TRUSS W/ (4) = 16d NAILS; BOTTOM z RIBBON TO BE PT IF Cn BRG DIRECTLY ON Q CMU (2) H2.5A TRUSS TO —� BEAM U.N.O. (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON BEAM PER PLAN (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM PERPENDICULAR TRUSS TO DROPPED BEAM JOIST CONTRACTOR TO PROVIDE ADEQUATE WATERPROOFING. NO CONCRTE SLAB PERMITTED z IL w CL SLOPE w 3/4"= V-0"" U IM (2) ROWS 8d NAILS @ z h 3" O.C. WALL ¢ 04 SHEATHING TO BEAM W M O Q LL 51 PARALLEL TRUSS TO DROPPED BEAM z 00 p a Lj J O 0 2 Z z ui Wco o u o p�N-J m 0 z �mJOUC _ .WJJZU a LU W CL ' LLJ nOW�t' 00 0 Uj W O w STRUCTURAL ENG: BAD 0-................. --.._ ------ (n DRAFTING: X-STRUCT: JW U QC CHECK: EA JOB No. DWH-0205115 I— SCALE AS INDICATED DATE: 05/04/18 z W 0 w 3/41'=1'-0" I3/4"=1'-0"" � COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SEE WS10/SD4 FOR ADDITIONAL INFO SECTION AT BALCONY 2nd FLOOR WALL; SEE PLAN FOR MORE INFO. IF SHEATHING IS NOT CONT. TO BOTTOM OF FLOOR TRUSS, SIMPSON LSTA18 STRAPS FROM EA. STUD TO TRUSS REQ'D SEE ARCH DWGS FOR TOPPING INFO 3/4" PLYWOOD FLOOR DECKING ATTACHED" PER NAILING SCHEDULE SLOPED BALCONY FLOOR JOIST (12" TALL) W/ LUS26 OR LUS46 TO LEDGER 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/: SDS SCREWS EQ. SPACED VERTICALLY C 24" O.C. AND @ EA. ENE VERTICAL (MIN. 2" FROP TOP & BOTTOM) NOT USED 2x8'nMIN. SPF#2@16" O.C.MAX `~ MID POINT^ BLOCp^m��yum��/ "°"""�,��'�,"�v 12d NAILS MSTAM24 EA. SIDE OF - EAo/uu TO WALL 2xBR�VKALL�� ~'`~~'~'~ '~ .�^~.,.~'" .~~ NAILS AN o/MroumoP2@BTOP m BLOCKING 3/4"TAPCON8PER A. SP1 @ BASE. LSTA18 TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) STRAP;CENTER OR MTS12 MAY BE CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN USED @BASE 2x BASE PLATE W1 (2) OR LSTA18 PER NAILING SCHEDULE MASONRY WALL AND 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d FRAME WALL EXTERIOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER ATTACH PER NAILING 3/4" FLOOR SHEATHING (2) 2x4 #2 SYP PLAN CONTRACTOR MAY USE SCHEDULE ATTACHED PER HUC24-2 EACH END, WINDOW JAMB STUDS (2) USE ()1oom(2) 1uu "INSTEAD ","INDICATED BLOCKING NKG!K8PGON NAILS.UNDER | | EXTERIOR FLAT STRAP. HUC24- EA�HENO.' - VNNOOVVJAMBS USE �� INTERIOR FLAT USE (�1Ud& (�i0d ' ~ m�-� (2)2xGHU�2G- | | ~� IS STILL m NAILS.UNDER � ~� JAK�BSTUD CONDITION VV|NDOVVJAK88QU8E L�}yVROOF TRUSS SEE ----~-�' (2)2x6N1HUC28-2. TRUSS PLAN FOR 8EEARCH8F(}R LOW ROOF TRUSS SEE / FLOOR TRUSS PER CONNECTIONS (IF . FURRING AND TRUSS PLAN FOR' PLAN TRUSS |8CONT. BR8 T' � INTERIOR FINISH CONNECTIONS -- ' \ ON MASONRY L--_ MASONRY (SHOWN) MAGDNRyVyALLpER MASONRY (SHOWN) [NETA18@24"D1C'OR ORWOOD WALL PER PLAN ORWOOD WALL PER DNWOOD USE HQA PLAN PLAN CLIPS CL|PS@ 24''O.Cj "WS44 SECTION @ RAISED HEEL TRUSS 6_s_i� SECTION@ COMBO TRUSS WALL SPLICE DETAILS EXTERIOR SHEATHING -- FROM TOP OFWALL TOBOTTOM OFSILL PLATE ATTACH PER __ �________ ___��____________� NAILING SCHEDULE | | ROOF SHEATHING ------- ' |8|[N98ONH25EA. | ATTACH PER NAILING HANGER BY OTHERS ITRUSS SCHEDULE TRUSS PER PLAN (2) 2xGYP#2 | xx/w. 2x6*2 S/rCum/. � BUILT-UP STUD | LED8ERW1 (2) Y4"0'1/2" | COLUMNS TRUSS PER PLAN ' | GOWOOD @ ' �------------------�' ' 1G^C).C. MAX. &3'' | | FROM EA. END 'USE | (3) SCREWS FOR 24^ G|N1PSONLUS26.USE _-- -`---- LEDGER PER PLAN IRECESS LEDGER INTO ---~� O.C. | LU826-2 FOR 2PLY TRUSS. VERIFY W/| TRUSS ----'k---- " 6RAWINGS| - U � L--------------------------� �^---^� | 2uD8YP#2LEDGER W1 -- "mm '^`"uAm^xom ------ EXT. FINISH PER 2~8~^` SPF ~^*, '~ ARCHS O.C.-SEE FRAMING PLAN FOR MORE INFO. _-4_-__-._ BETWEEN STUDS vw ``---- SHEATHING PER PLAN (2) 12d TOE NAILS ATTACH PER NAILING EACH END SCHEDULE 2x8#2GYPPT.SILL / PLATE %/1C2"EPDXY / ANCHOR BOLT OR J'BC)LTNVMIN. 7" 2x8#2QYPPT.SILL EMBED. ��32''O�C� &3" PLATE ��1/2"EPDXY -----FROMEA.ENO ANCHOR BOLT OR J-BOLTW/MIN. 7" EMBEDMENT @32" -----' MAX 1/8''GAP O.C.&3^FROM EACH BETWEEN SHEATHING ENO ANOCK8V ------ CONT. #5|NTIE BEAM EXT. FINISH PER ARCHS AF1'� SECTION @ OPEN TO ABOVE 1'1/2"=1�O" 3x8#2SPFK8|NSTUDS V� 16"O.C. PER PLAN 2x4CONT. V�C812d NAILS TO EACH STUD 12 2x8#0SY9�BLLPLATE PER PLAN EPDXY | ��K�|N.7"EK8BEDK�ENT & 6" FROM EACH END �)2xSYpCULUK�N80NE�HERS|DEOF8|RDER.PROV|DE8UFFK�|ENT ry MASONRY WALL PER ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TOEACOLUMN EACH STUD (AT EACH PLAN (2)DxTOP PLATE 8 G8CREVVS Q|DEOF{�TUGE(4) w/�}1�"x81�'�m|*�S|Mpuum u �� 7��U U�� U �� .. OPT. . TRUSS ��~�� ~�~�� 18dNA|LS) (2)2xHEADER SEE - --- PLANFORMORE|NFO & CONNECTIONS / LEDGER@ GIRDER K U 3/4"=11-0" ' GBE2NC �------_-------------------- WALL SE | | ADD0D ' INFORM) . / TRUSS TO LEDGER ||| --'T.LEDGER --` h/"~3'GOGWOOD �------ � |SCREVVG�� 16"D/C. | MAX - EQUALLY /SPACED | ' | &3^ FROM 'ENODFLED{�ER' \____ ---- LEDGER | ' | 'UGEC�8REVVS1F�� INTO VERIFY | ' |D.C. IS REQUIRED | �^-~^�� w/8HOP DRAWINGS | I L-------------------------- � ��»�«�� (TRUSS OPT. U �� LEDGER 7DO74� SECTION@ LOW ROOF 3/4^=11-O^ ' winrT||Q 171 WINDOW SEE PLAN ---- FOR LOCATION ` 2xBLOCKING wV(2)12d- 2a**2u,rNAILER TOENAILS EACH SIDE TOSTUDS ��3'1Od� . |FWALL SHEATHING |S @ E* S/uu STOPPED BELOW ATTACH TRUSS T{) EXT. SHEATHING FROM ROOF LINE NAILER W/(8)1Od ALIGN 2ND FLOOR___~'^ TC>pOFVVALLTOOBL TOE NAILS. BOTTOM PLATE. (F 3xBASE PLATE W/13d -- RDOFANDE�TER|OR �TVO� SHEATHING � � ��24''OC TO FLOOR SHEATHING CONT' ADD BLOCKING SYSTEM BELOW ATTACHED PER `-'- - '-- -- ��SHEATHING SPLICE NAILING SCHEDULE PLATE. ATTACH lu|�P W(3)1OdTOENAILS PLYWOOD FLOORING -- �"° "2)8#2GyPC[NT� «'p;'vuNAILS yEA' END. G|898' SP4 SEE FLOOR FRAMING LEDGER ��(4)18d TRUSS, '"E'`ATTACH 0�TOPREQ'D PLANFORW1ORE|NFO NAILS. ATTACH NAILS ROOF SHEATHING INTO END OFEA. .' ATTACH PER NAILING ��1�''OC FLOOR TRUSS, 24^ G|M98ONCG18PER SCHEDULE LAN LAN SS O.C. MAX. (INSTALL (4) yyF10/ 2x4 GYP#2 BLOCKING & MORE INFO NAILS ATEA. SIDE OF W1(2)10dTOE NAILS GI) LOW ROOF TRUSS W/vz� ' (2) 2x TOP PLATE 16" TALL RAISED HEEL D.H. | PERELEV.| EXTGHEATHU4G 2x4NAILER W/ (2) ATTACH PER NAILING 1moNAILS @ 16"01c 1/2" GYP. BOARD EACH DIAGONAL BRACE GBELO02/GO3 FOR MORE INFO. ""'" EA. STUD ABOVE TO STUD BELOW W/ 11 END LENGTHS & (18)-18d NAILS 2x BOTTOM PLATE, ATTACH TO DOUBLE TOP ROWS 6" |FSHEATHING |GNOT CONTINUOUS TOBASE zxBEARING WALL PLATE, GP8TOP AND WITH ROOF Lu*u BOTTOM ARE REQ'O `^ REFER TOBEARING WALL SCHEDULE FOR CK8UWALL PER PLAN STUD BASE CONNECTION & BOTTOM PLATE ANCHORS U*F1.� BRACING a- 2 STORY FRAME WALL PRE ENGINEERED TRUSSES @ 24"O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x#2SPFSTUDS @16"O.C. w/ EXT. SHEATHING __ __ ______ |F2'PLYTRUSS BOTTOM CHORD S|MPSON UJG26-2 SEE PLAN FOR EXTENSION FLOOR GIRDER SEE ---' TRUSS TOLEDGER BEAR|N[�VVALL -`�-- PLAN FOR REQUIREMENTS. ATTACHEACHTRUGS CONNECTION 8"CN1UWALL, TYP. STUDS TOALIGN �� TO8EARiN��VVALL V ` SEE TRUSS LAYOUT SEE FLOOR STUDS ABOVE USING 8|Mp8ONH1OA FOR TRUSS LOCATION FRAMING PLAN FOR U.N.O'ONFRAMING & CONNECTION INFO MORE INFO. VERIFY PLANS PLAN FOR LOCATION fi� SECTION @ 2-STORY AFlt� TYPICAL CONNECTION @ GIRDER OR BEAM AND DI �BRG � � SHEATHING CONT. TD 2x4BLOCKING W/CD 2/wSTORY WALL 10d NAILS @ EA. END. BOTTOM PLATE BLOCK ADJACENT ATTACH PER NAILING BAYS @EACH SCncuvLc DIAGONAL BRACE A8 SHO�NFASTENROOF 8HEATH|NQTO2x BLOCKING W18dNAILS @ 6''O.C. (5) 16dNA|LQ DIAGONAL BRACE TO �~ BLOCKING PROVIDE 2x48YP#2 ' CONT. BRACE W/ (2) 1GdNAILS EACH DIAGONAL BRACE. `_----- `/.q.o./OOVERLAP TRUSSES PER PLAN BOTTOM PLATE 1,1/4" (MIN.) -^~---2x LEDGER TOUPPER -`---2X48YP#2DIAGONAL FLOOR WALL VN BRACE @4B"O.C. MAX 1/4''X3-1X2'B|K8P8DN 450FROK8 SIDS SCREW @1G"O.C. HORIZONTAL BRACE NOT REQUIRED PLATES U.N.O. SEE FLOOR PLAN FOR MORE INFO SP4 TOP OF EA) \_LSTA30 HEADER-J SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE STUDS BELOW TO ALIGN W/ STUDS BELOW STUDS ABOVE TO U.N.O. HEADER BELOW PLATE FIROVIDE SOLID BLOCKING—\,, PRE-ENGINEERED WITHIN FLOOR SYSTEM FLOOR SYSTEM ONDER BUILT UP COLUMNS KNEEWAL L OR BEAM PLATES U.N.O. /MP 2x STUDS SEE PLAN It SEE FLOOR PLAN zs I � FOR MORE INFO STUDS ABOVE' STUDS BELOW 7STA30 9 STUDS ABOVE ARE TO ALIGN W1 STUDS BELOW HEADER TO 0 BUILT UP 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO 1/2"J'BOLTB@7"FROM EA. END OF WALL & WALL OPENINGS @ 33'oo \�" � ATOPENINGS LARGER THAN 4� TOP PLATE TDHEADER VNTHL8TA12BENT STRAPS TOP &------� BOTTOM . STUD PER BEARING VVALL N1AX.��G''K�|N.EKABEDK4ENT&2�' ^�-~� OVERWt(5)10dNAILS|NTOTOPPLATEAND SCHEDULE WASHER SEE BEARING WALL FOR ALT'm (5)1OdNAILS INTO HEADER UB occncnUc�ou,,un,o*ncuuLc{�NNOTE8&UONNECTORLEGENO SHEET FOR REQUIRED QUANTITY OFJACKS / KINGS. #[>FSTUDS TO MATCH BETWEEN FLOORS vn_ U IN / � � � ` � ` ` � , �. ! � � � i� `Lu� � � ' i i � � � � � / / ! LU � � � / ` ' i ! LL F ' d oil � / � > 0 ` i IIJ LL z } co LU ' } LU Cl) � / 0 0 0 LU _3 } _j � ~ � UJI ' _j _j Z ' � C) 0 , ' LU IL LU a. ' � ' ' ' ) ' � j � � � � QC CHECK: EA - > � JOB No. DWH-0205115 - ' � � SCALE: AS INDICATED , � Uo*re 0504M8 U SD5 I COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WIVIR &ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consentofIVIONTA CONSULTING & DESIGN, OFWIVIR &ASSOCIATES, LLC is strictly prohibited. MIN. (3) 2x SYP STUDS REQ'D I OF LANDING VA 16d NAILS FRO LEDGER TO ST PACK STANDARD (3) 2 STRINGERS W/ SIMPSON A35 // CLIP TO FLOOR SYSTEM & LANE 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 �t 6" MIN. 0 (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'-0" MAXol ATTACHING TO END OF LANDING FOR WIDTH OF LAN NG MASONRY WALL) CONT :3 STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d u 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 O.C. MAX. FOR u A -A PLAN VIEW a� 90 DEGREE TURN LANDING MASONRY WALL) " SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2X SYP #2 re STUDS REQ'D @ END OF LANDING W/ MIN. (6) SEE PLAN FOR DEPTH 3/4" PLYWOOD OR OSB 16d NAILS FROM SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED STAIR WINDER DETAIL PACK PER GENERAL FLOOR CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d 2xJOIST LEDGER (P.T. STANDARD (3) 2X12 TOENAILS EACH END IF ATTACHING TO SYP #2 STRINGERS W/ MASONRY WALL) SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDING O 0 16" 0 MA. FRAMING U g W U_ co W 0 W : SEE PLAN FOR MASONRY WALL OR WOOD WALL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE B / 1 B SIMPSON A35 ' CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND (2) 2x BEAM PER 2x JOIST (P.T. IF SCHEDULE REQ'D @ 2x JOISTS PER ATTACHING TO END OF LANDING FOR SCHEDULE @LANDING MASONRY WALL) CONT g-g CROSS SECTION OF BEAM TO LEDGER STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4' BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR STRINGERS TO BE MASONRY WALL) A -A PLAN VIEW @ 180 DEGREE TURN LANDING NOTCHED AT LANDING SEE SCHEDULE FOR MAX WIDTH OF LANDING (3) 16d TOENAILS A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS R PER PLAN PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN 2x12 STRINGERS ONE FOR REQUIRED ON EACH SIDE AND HEADER AND ONE @ MID -SPAN A SUPPORT. A INFORMATION. A34 @ EA. STRINGER TO LANDING 2x ATTACHED TO I I 2x JOIST (P.T. IF STRINGER ZI I I I ATTACHING TO MASONRY WALL) CONT LEDGER w/ (3) 16d 2x12 STRINGERS ONE I I I I NAILS @ 16" O.C. MAX. ON EACH SIDE AND I I I I TO EACH STUD. ((2) 1/4" ONE @ MID -SPAN III 1 I I I I x 3 1/2" TITENS @ 16" I I I / (2) 2X BEAM PER O.C. MAX. FOR MASONRY WALL) A35 CONNECTION I I I I SCHEDULE @ END OF LANDING FOR STRINGERS TO WOOD OR MASONRY 2X8 P.T. SPF #2 (MIN.) CONNECT TO. BEAM WALL SEE PLAN FOR LET -IN FASTEN TO TO BEAR DIRECTLY ON MORE INFO SLAB USING MIN. (4) 4" BUILT UP COLUMN 2x JOIST PER X 3" EVENLY SPACED BELOW. SCHEDULE TAPCONS @ MIN. END MIN. (3) 2x4 SPF #2 DISTANCE OF 1-1/2" COLUMN HEIGHT OF LANDING BEAM/JOISTS REQUIREMENT AT LANDING HEIGHT OF STAIRS BEAM JOISTS MAX WIDTH AT LANDING (#2 SYP) (#2 SYP) OF LANDING (3) 2x12 2x8 8'-0" 12'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4' -0" (3) 2x12 2x8 8'-0" 10'-0" (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-01, (2) 2x12 2x8 7'-0" 9"-0"" (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 9'-0" (2) 2x12 2x8 7'-0" 8'-0" (1) 2x12 (1) 2x8 2x6 5'-01' (3) 2x12 2x12 9"-0" (2) 2x12 .2x8 7'-01' 7'4" (1) 2x12 (1) 2x8 2x6 5'-0" 6 -0 (2) 2x12 2x8 8141 (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 " 9'-01 (1) 2x12 (1) 2x8 2x6 6'-0" BASE PLATE PER FLOOR PLAN NOTE: ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT STO 1 GENERAL LANDING &3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. STAIR FRAMING INFO SCALE: 3/4" = V-0" 4B. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LI C NOT USED NOT USED 3Y2' -� S ARCH PLAN SEE R I I 2x4 CONT. TOP PLATE � MAX. 4'-0" ABOVE FLOOR ATTACH TOP PLATE TO 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 zz 10d NAILS @ 4" O.C. I 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 L TOENAILS BOTTOM VERTICAL LOCATIONS) GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF AND A CONCENTRATED LOAD OF 200 PSF PER FBCR301 AND TABLE R301.5 (FBC 6TH EDITION) HANDRAIL NOTCH SILL PLATE KNEEWALL FOR VERTICAL NOTCH SILL AND PLYWOOD FLOORING TO ALLOW VERTICAL 2x L-BRACE W/ 12d 2x6 VERTICAL AND TO SLIDE DOWN TO NAILS @ 4" O.C. L-BRACE @ 6"4" O.C. & FACE OF TRUSS @ ANY OPENING 2 ATTACH 2x6 VERTICAL (A T DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W/ (3) Y4' x 3" 3 1 /211 T SECTION X-X N.T.S. SIDS WOOD SCREWS EQUALLY SPACED/CENTERED IN 2 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE 2 4 T x4 CONT, TOP PLATE C TTACH TOP PLATE t O STUDS W/ (2) 16d OE NAILS C C x4 #2 SPF STUDS @ - " O.C. EVERY OTHER C LID TO BE 4 TTACHED TO TRUSS U (OTHERWISE F TTACH W/ (2) 12d C )ENAILS @ BOTTOM) F u x4 SILL PLATE W/ (2) F d TOE NAIL EA. '<_ ONT. BRACE & 10d C AILS @ 4" O.C. TO C LOOR SHEATHING U C TTACH 2x4 TO TRUSS C / (2) %"x3" SIDS u CREWS EQUALLY PACED & CENTERED a TRUSS ui M ®� ®®®®®®®®®� _ ®®® a0 ° ®G3 a0 `J ZLIZ 4° ®� ®®° ®• ®� d> °°°°°6*°0°® INS ' i Z 0 0_ U U) i Q U 0 i GA 8 g LL U I ,. Q z� _m ♦^ Z J (D i J Lu 'w i v =�O�' 8 WH6) Fn Z °M PW 1 Q J5J) NmLL N i J COaoro8 W Z 000Xa:s i W z Z D Z W z r� Q Q W Y O O �0�(L 1 Q OC W LO W LL c=n o M 1 � � i M "J I UL m d L o v, W a Uj _00_3 >- m J J _ Z 0 i WLLJ toaa. W V?y JZO. WcW�0 O; QL1 ,a _ 0 LU i i STRUCTURAL ENG: BAD 1 DRAFTING: I STRUCT: JW 1 QC CHECK: EA JOB No. DWH-0205115 SCALE: AS INDICATED DATE: 05/04/18 ST1 1 1 I ',