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HomeMy WebLinkAbout4614 Tampico Way 18-1586 (a)��y���^U������K ��U���-�'���� ���� Y����������������~ NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TOBE COMPACTED TOATLEAST 95%OF MAX. DRY DENSITY ASDETERMINED BYA8TMD1557(MODIFIED PROCTOR) MINIMUM CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY DFTHE BEARING CAPACITY 2OOOPSF CONTRACTOR. THE STRUCTURE lGUNSTABLE UNTIL ALL LOAD BEARING WALLS ARE " ERECTED & TRUSS /FRAK�EK8EK88ER8/\RECONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG NVCONNECTOR & COMPONENT MANUFACTURERS, REFER TOSECTION R318PROTECTION AGAINST TERMITES, OFTHE SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OFWALLS AND FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EO|T|ON FOR ' FRAME MEMBERS |8THE SOLE RESPONSIBILITY OFTHE CDNTRACTOR LIST OFRE{�U|REK�ENTS UNDER STAIR PROTECTION CAST IN PLACE CONCRETE 1.ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 1.ALL CONCRETE SHALL HAVE AMINIMUM COMPRESSIVE STRENGTH AJ28DAYS OF SURFACE AND ANY SOFFITS PROTECTED (]NTHE ENCLOSED SIDE WITH 1/2-|NOH 25O0PSI, ASLUMP OF4''PLUS ORMINUS 1".AND HAVE 2TO496AIR ENTRAINMENT, (12JMK8)GYPSUM BOARD. AND AK8 WATER/CEMENT Ci5�l ` `� ^~� 2.ALL ��E|�NpOxRC|N��STEEL SHALL BEDEFORK�EDBILLET STEEL C[>NPDRK�|NGTO METAL TREATEDl����� A8TMA,G15GRADE 40MIN. |T|GTHE BUILDER'S RESPONSIBILITY TOENSURE THAT ALL METAL CONNECTORS, 3.WELDED WIRE FABRIC SHALL CONFORM TOAGTMA,|85FOR 8xGxVV1.4xVV14 METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES THE 6''F|BERK8|XOFEQUAL SPECIFICATIONS MAY BEUSED |NLIEU OFVVVVF. OF PRESSURE TREATED WOODS, AOPER THE FOLLOWING GUIDELINES. 4.ALL CONCRETE WORK SHALL 8E|NACCORDANCE WITH "THE BUILDING CODE 1.WOOD TREATED WITH DOT SODIUM BORATE(G8}):CONNECTORS SHALL BEA REQUIREMENTS FOR REINFORCED CONCRETE" AC|31BLATEST EDITION, AND MINIMUM G5OZINC COATING "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BU\LDiNGS."AC|301. 2.WOOD TREATED WITH ACO-C[)RACQ-O(CARBONATE)OROTHER BORATE B.HORIZONTAL FOOTING BARS SHALL 8EBENT MIN. 12BAR DIAMETERS (EXCLUDING (NON'DOT)TREATK8ENTG: CONNECTORS SHALL 8EAMINIMUM G1O5ZINC COATING. BEND) AROUND CORNERS DRCORNER BARS WITH MIN. 24"LAP EXCLUDING BEND 3.FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS DFTHE ATEACH END SHALL BEPROVIDED. PRESERVATIVE WOOD TREATER. 8.MINIMUM LAP SPLICES ONALL REINFORCING BARS SHALL BE48BAR DIAMETERS. 4.STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES 7.SLAB (]NGRADE, REINFORCEMENT SHALL 8ESUPPORTED |NPLACE FROM THE (}FPRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF CENTER TO UPPER 1 DFTHE SLAB. A8TMF1887 BOLTS AND THREADED RODS PREFABRICATED WOOD TRUSSES 1 ALL '� � � � 1. ALL PREFABRICATED WOOD TRUSSES SHALL 8ESECURELY FASTENED TOTHEIR 2. STEEL BOLTS LESS THAN ONE-HALF-|NCH(13.7mm)|NDIAMETER USED AG SUPPORTING WALLS ORBEAMS WITH HURRICANE CLIPS ORANCHOR8.UpL|FT FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BEOF CONNECTORS SUCH AGHURRICANE CL|PGTRUSS ANCH{�R8AND ANCHOR BOLTS ARE ' HOT -DIPPED - ' ' ONLY REQUIRED ONMEMBERS |NWALLS THAT ARE EXPOSED TOUPLIFT ORLATERAL OR COPPER. FA8TENERSSHALLBE|NAC�(]ROANCEVNTHAGTK�A153 � . FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE THE MEMBERS OFTHESE WALLS WOULD NOT NEED TDHAVE CONNECTORS APPLIED. OFMECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS |N PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OFTHESE WALLS ACCORDANCE WITH A8TMB895.CLASS 55.MINIMUM. AND STRUCTURAL PLANS FOR MORE INFO. . CONSTRUCTIONMASONRY WALL 2. TRUSSES SHALL BEDESIGNED BYK8VVFRSMETHODOLOGY 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 T{]ASTK4C9U.NVAMINIMUM NET COMPRESSIVE STRENGTH OF2OOO CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY PSI (fm=18O0PSI) TRUSS ENGINEER DFRECORD 2.MORTAR SHALL 8ETYPE K8DR8.CONFORMING TOASTMC27O 3. PREFABRICATED WOOD TRUSSES SHALL BEDESIGNED |NACCORDANCE WITH THE 3.HEAD MORTAR JOINTS ATPRECAST WINDOW SILLS TOBENOMORE THAN 1" LATEST EDITION OFANSI TP|1. 4.COARSE GROUT SHALL CONFORM TOA8TMC47GWITH AMAXIMUM AGGREGATE 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BEAGREQUIRED BYTRUSS SIZE OF38\"AND AMINIMUM COMPRESSIVE STRENGTH OF30O0PSI. MANUFACTURER UNLESS NOTED ONPLANS 5.VERTICAL REINFORCEMENT SHALL BEASNOTED ONTHE DRAWINGS WITH CELLS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION {]F FILLED WITH COARSE GROUT AND GRADE 4OSTEEL. REINFORCEMENT SHALL BE TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL 8EDESIGNED BY PLACED |NCENTER OFMASONRY CELL W1MIN 1/2^CLEARANCE TOINSIDE FACE. TRUSS MANUFACTURER |NACCORDANCE WITH THE DESIGN LOADS. G.VERTICAL REINFORCEMENT SHALL BEHELD |NCENTER C)FTHE MASONRY/ BLOCK TRUSS DESIGN LOADS: WALL ATTHE TOP & BOTTOM & MAXIMUM 8''O"U.N.[).VERTICALLY. TIES TOTHE TOP CHORD: Lr=1GPSF FOOTING & LINTEL STEEL |SADEQUATE @TOP&BOTTC}MOFWALL;RFBAR OL=7P8F(SHINGLE TYPE ROOF COVER) POS|T|ONER8|NMIDDLE DFWALL DL=1SP8F(LIGHT WEIGHT CLAY TILE ROOF COVER) 7.REINFORCING STEEL SHALL BELAPPED MIN. 26"U.N.O. DL=14P8F(TRUSS OVERBUILD) 8.HOOKS ATTHE TOP &BOTTOM OFVERTICAL REINFORCING BARS TOBOND BOTTOM CHORD: OL=5PSF COURSE AND FOOTING TOBEN{}LESS THAN 12BAR DIAMETERS EXCLUDING BEND MINIMUM FLOOR DESIGN LIVE LOADS: 9.EXPANSION TYPE ANCHORS ARE NOT TOBEUSED |NBOND COURSE. EMBEDDED AjFLOORS=40P8F B)BALCONIES =G0 P8F/1U0 P8F(IF BALCONY>1DO8C3FT) ANCHORS OREPDXY FASTENED STUDS SHALL BEUSED. O)DECKS =4OP8F D)STAIRS =409SF 10. MASONRY ROUGH OPENING TOLERANCES -1/4"TO+1/2" E)BONUS ROOM/GAME ROOMS =G0PGFU.N.O. 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL MINIMUM FLOOR DESIGN DEAD LOADS: LATH STRIP DRCAVITY CAPS MAY BEUSED TOPREVENT THE FLOW OFGROUT INTO A) FLOORS =15pGF 8)BALOON|ES=16PSF CELLS BELOW. THE USE OFFELT PAPER A8ASTOP |SPROHIBITED. GENERAL LOADING: 12.TEMPORARY BRACING AND SHORING OFWALL TDPROVIDE STABILITY DURING ATTIC WITHOUT STORAGE =10PGF CONSTRUCTION SHALL 8ETHE RESPONSIBILITY OFTHE CONTRACTOR ATTIC WITH LIMITED STORAGE =2OPSF 13.D[}NOT APPLY UNIFORM LOADS T{JMASONRY WALLS FOR (3)DAYS AND NO GUARDRAILS / HANDRAILS =2ODLBPOINT LOAD /5DPGF CONCENTRATED LOADS FOR (7)DAYS. PER CODE AC|31O.LATEST EDITION. GUARDRAILS IN -FILL COMPONENTS =5OPSF 14.DURING CONCRETE POURS, GOTOADEQUATELY VIBRATE THE FILLED CELL W1 GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS EITHER ROOD|NGDRPENCIL VIBRATOR TOENSURE PROPER CONCRETE -AOD|T'LBRACING & BLOCKING PER BCS|'1&TRUSS MANUFACTURER'8DVVGS CONSOLIDATION. 'G.C.TDPROVIDE MIN 2xSYP#2BLOCKING BETWEEN TRUSSES T[)COMPLY NVARA WOOD CONSTRUCTION {�K�K8 RE�ENOAT\ONGF{JRK8|N`7/1G^(JSBGHEATH|NG -MIN 1 WOOD ' TOPREVENT SHEATHING SPAN FROK8EXCEEDING 2FT(NOT REO'D|FSHEATHING SPAN |S 8pEC|F|CAT/ONFORVV�{JDCONGTRU�T|DN''.LATEGTEO|T|ON�(ND8) LESGTHAN2FT).BL{JCK|N[�T(]TRU8GTO9CHORDv/(2)12dNA|L8X�12^O.C.K�AX&4^FROK� 2�LU{N8E�DENOTEDA8BpF#2OR8PF#1��SHALLBE8pRUCE'p|NE-F|�V|�UALLY EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2w4SYP#2BLOCKING v/(3) GRADED "No.1/No.2"8YNLGA.<]RBETTER. 13dTC)ENA|L8EACHEND. 3.LUK8BERDENOTED AGGYP#2 SHALLBESOUTHERNYELLOVVp)NEOR"K8|��EO" -TRUSS ^X^BRACING: MIN 2x48Yp#2ATANGLE APPROX. 46^FROM VERT.T(JEA. TRUSS SOUTHERN YELLOW PINE VISUALLY GRADED "No 2"BY8F|B{��BETTER ' . MEMBER vl(3)12dNAILS. SPACE '�X^BRACING ALONG TRUSS SPAN @10'-O^MAX AND 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF EQUALLY SPACED FROM END OFTRUSS. ">(^ BRACING TOSTART 20'-O^MAX FROM #1HIP SPECIES, U.N.<}.DNFRAMING PLANS DRDETAILS. GIRDER AND /OR(4)BAYS AFTER GABLE END BRACING. SEE 8CS|'B3SECTIONS 1.2AND 3 5.ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. WALLS, SHEAR WALLS, AND MISC. K8EK8EBER8 ({.E.BLOCKING ORGABLE END BRACING) -PERMANENT 2u48pF#2(KU|N.)CONT. LATERAL TRUSS BOTTOM CHORD BRACING SHALL 8E8PF#2ORBETTER U.N.D'` PERPENDICULAR T{)TRUSS SPAN AT16-O^O.C. MAX WI|NTRUSS SPAN URPER TRUSS 6.END-JOINTED LUMBER |8NOT PERMITTED TOBEUSED \NANY LOAD BEARING DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST (GRAVITY C}RWIND) CONDITIONS. E.O.R.TOREVIEW |FINSTALLED. ONE TRUSS SPACE (24^)PLUS 8^MIN PAST BOTTOM CHC)RD. 7. HFLD'CUTENDS, NOTCHES AND DRILLED HOLES OFPRESERVATIVE-TREATED WOOD -INSTALL PERMANENT 2xCONTINUOUS LATERAL BRACE (CB) ACROSS TRUSS WEBS SHALL BETREATED |NTHE FIELD |NACCORDANCE WITH AVVpAM4. ASINDICATED ONTRUSS SHOP DRAWINGS &BCG|'B3. (''T^BRAC|NG MAY BEUSED |.LO. W. THE PORTIONS {}FGLUED-LAMINATED TIMBERS THAT FORM THE STRUCTURAL PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT SUPPORTS C}FABUILDING OROTHER STRUCTURE AND ARE EXPOSED TOWEATHER TABLE WITHIN BC8|_B3). AND NOT PROPERLY PROTECTED BYAROOF, EAVEORSIMILAR COVERING SHALL BE -AT RAISED HEEL TRUSSES, 2x4SYp#2(N1|N.)ATTOP AND BOTTOM OFHEEL W/(2)12d PRESSURE TREATED WITH PRESERVATIVE, ORBEMANUFACTURED FROM NATURALLY TOENAILS RED'D.EXT. SHEATHING MUST 8EATTACHED TORAISED HEEL TRUSS AND DURABLE DRPRESERVATIVE-TREATED WOOD. INDICATED BLOCKING. ALTERNATE |FHEEL HEIGHT 1SLESS THAN 12^TALL: 2x48Yp#2 8. ALL LUMBER SPECIFIED ONDRAWINGS |8INTENDED FOR DRY USE ONLY (MOISTURE BEHIND THE TRUSSVIERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN CONTENT 19% OR LESS), U,N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE BOTTDK4TOTOP ��(2)12dNAILS ATEACH TRUSS N4EK�BER(D|A��DN/\LBRACING) THERE8pONG|�|L|TYC�FTHE�ONTRA�TORANDARGTOBEDEG|GNE�ANDDETA|LED DIAGONAL BRACING REQUIRED ATCLBPER BC8|'B3. BY OTHERS. G. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING 10.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES |NTHE POINTS, AND ' � � CENTER OFTHE STUD UPTO1"D|ASHALL ^ BRACING MEMBERS, AND ALL TRUSS TOTRUSS HANGERS, . HOLES OVER 1"|NO|AFOR PLUMBING LINES, ETCGHALLBEREPA}REDVV|THG|K8PGON NOTES FIELD REPAIR HGS2 STUD SHOES, TYP U.N.O. 11. MANY OFTHE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE 1 TOSTEEL. |T|STHE BUILDER'S RESPONSIBILITY TOVERIFY THE TYPE OFWOOD DRILL A04"0HOLE, MIN. 6"DEEP ATLOCATION OFOMITTED REBAR.AND INSTALL #BBAR TREATMENT AND TOSELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. INTO EPDXY FILLED HOLE, EPDXY TOBE8|MP8DNSTRONG TIE EPDXY OREQ. FOLLOW FOR EXAMPLE. AOC-C, ACCFD, OBA-AOR CA-B REQUIRE HOT -DIPPED GALVANIZED OR MANU'G INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED STAINLESS STEEL FASTENERS. ODRSODIUM BORATE (BBX)DOES NOT. FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO 12.ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY MANU'S SPEO|F|CAT|{}NS, THEN FILL CELL IN NORMAL WAY DURING BDNDBEAM 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 D|AKAETERS(EXOLUO|NG AyVPA 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 m/STRAPS/CONNECTORS OF EQUAL OR GREATER UPLIFT WOODEN TOP PLATES. & LATERAL RESISTANCE VALUES |NFIELD WITHOUT VERIFICATION, PROVIDED ALL 14.GEE PLAN FOR BUILT VP STUD COLUMN AND BEAM NAILING PATTERNS K8ANUFACTURER'8 INSTALLATION INSTRUCTIONS ARE FOLLOWED. 3. STAIR CONSTRUCTION ENGINEERED LUMBER 2X12'8 MAYBE USED |LOT|MBERGTRANDG FOR STAIR STRINGERS. R|K4 BOARDS MAY BE 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF USED FOR RISERS & TREADS ILO 2x12'8(SEE GEN. STAIR DETAIL SHEET FOR MORE |NFOj THEANG|A\NC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 4. METAL STUD SUBSTITUTION D. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS WOOD STUDS MAY BE SUBBED w/METAL STUDS IN NON -LOAD BEARING WALLS DEFINED NO8 SECTION 81 (INCLUDING P8L AND LSLLUK0BER) � ' ' 6 -1OMITTED J-BOLT /2"ALL THREAD ROD w/ 2"x3''SQ. V�\GHERDRILL & EPDXY w/ S|KAp@ONSET EPDXY VNTH �.ALLENQ|NEEREO LUMBER |GTOHAVETHE MINIMUM DESIGN&4|N. 7^ EMBEDMENT. VALUES AS FOLLOWS: -1/2''u6" G|m|p8ON T|TEN HOTHREADED ANCHORS NKL8P1/2WASHER MAY BE USED ILO 1/2" COLUMNS BEAMS STUD C��� FASTENERS MAY BE USED ILO 8|K8PSONT|TENS » z E=1.78O.O0O|b�n U.N.O. E=2.00U.0OO|b�no U.N.O. E=1.50O.UUO|b�n U.N.O. --- 8. MORTAR JOINTS Fb=2G5Q Fh=3OUQ Fb=22�D ���|NTG 1/2'�1" GROUT |N BLOCK (NO � REQ'O) RBNF -FOR BED ' -FOR HEAD J[�|NTGGREATER THAN �4".GR{�UTFILL CELL |NBLOCK AFFECTED C}N Ft=185� F{=17�V Ft=1�O0 EA.8|OE[)FJOINT. PROVIDE (1)#5yFRT. RBNF.|NEA. CELL C(]NT,PER PLAN. Fc11=3U8O Fo11=3OD0 Fp11=D1OO "EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS Ist (2) Fo}=450 FoI=90U Fc|=450 COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WIIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM8FT8 = Fv�B5 Fv=285 Fv=15U -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE {)FJOINT AND PROVIDE (1)#5 WOOD BEARING SURFACES ARE TO BE GYp#2 OR BETTER END GRAIN VERT. RE|N ` IN EA. OELL, CONT. PER PLAN. COND|T|ONU.N.D. 7' OVERHANGING CMU WALL CEILING CONSTRUCTION ' -FORCK8U OVERHANGING FOUNDATION <1/2". NO FIX IS REO'} POURT|EBEAM &VERT. 1 USE 1���BL|NGOR8AG RESISTANT FOR FRAMINGU.N.O. � ' � CELL8PERPLAN ' -�OR CK8U{]V�RHANG|NG FOUNDATION FROM +1/2'�1'10" [�ROUTF|LLF|RGT��C{�URGE@ ' 2 ��"TYPE��GYPGUK� BOARD USED CEILING � IN VVALLALC�NGAREA AFFECTED &T|E BEAK0AND VERTICAL CELLS PER PLAN LIVING SPACE |GABDVETHE GARAGE. -FOR CMU OVERHANGING FOUNDATION OVER 1'10", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: AGTK8A882.GRADE 8G.Fy=36K8iTUBE STEEL (H8S):A8TMA5OO.GRADE 8.Fy=48NS|.PIPE STEEL: A8TIVIA53.TYPE EORS. Fy=36K8|.ALL OTHER STRUCTURAL &MISC. STEEL: A36Fy=3GK8|. 2. 8TRUCT.CONNECTIONS: ALL GTRUCT.BOLTS TDBEA325NU.N.O.ALL A325NBOLTS SHALL BEAT"GNUG-T|GHT''CONDITION ASDEFINED |NTHE SPEC. SLIP CRITICAL (8C) BOLTS MUST BEFULLY TENSIONED PER SPEC 8TRUDT.BOLTS SMALLER THAN 5/8^ O|A.TOBEA3O7THREADED ROD & CONFORM TOA36ORA3O7ANCHOR BOLTS SHALL CONFORM TOA8TMF1654ALL BOLTS CAST |NCONCRETE: A8TMA8GDRASTN1/+3O7 SHOP AND FIELD WELDS: E78XXELECTRODES STEEL RE|NFTSHOP DVVGSTOBE PROVIDED TOEORBEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES -E70XXUNO(LOW HYDROBEN).FILLET WELDS SHALL BE:Xe''UNO. 3. SUBMIT SHOP OVVGSINDICATING 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 [)FPRIMER (COLOR A8DIRECTED BYARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. ACERTIFIED TESTING AGENCY SHALL BEENGAGED TDPERFORM INDUSTRY STANDARD INSPECTIONS TOENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TOARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE B RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND VALUE DENOTES PRESSURE AREA (SQ FT) VALUE DENOTES SUCTION AREA G) WIND PRESSURE/ SUCTION DIAGRAM 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 30FT 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 - RESIDENTIAI_ CURRENT EDITION. H�[0KD(,OP\, REVIEWED FOP COOL ,�APIJANCE PLANS EXAMINER DATE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE 1-0 PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE �� �~��/°^u �u~.xI~�^` �E^"��� �������� �~°���^^�"~�°=~ Rwsu//s tobeVerified aeSlab Inspection m, -���w _�' ��~"�q� �� N vid Weekley Homes �m�N�� �m��� E�. �y� N N �� N �. �y � 31RAGANPN�mw�m� m m��� m�� �ww� w MODEL 7497 ELEVATION A GARAGE NORTH ������ ����U �� �� U »�����~� � m�.�� U �� U J��U��UM�°U& °K.� WAY, ����U����& ����U � ��U ���p.� � 3 COP..,IGATK8CD 2015:The information contained 'Dthis document is copyrighted and is the exclusive property nfK8ONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, |hC.Any use, duplication, o[traMsfe[Ofthese documents without the expressed, written consent nfMONTA CONSULTING & DESIGN, OFWMR &ASSOCIATES,UCis strictly prohibited. LL Uj LU 11 REVII N ARCHIVEPLAN # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 -ADD COOKTOP WITH DESIGNER HOOD OPTION -ELEVATION A & B: REVISE ROOF PITCH TO 6:12 2. XS 05-04-16 -ELEVATION A & B: ADD 12x18 LOUVER TO FRONT GABLE END -REVISE WINDOW AT OPTION BEDROOM #3 TO 5040 HS 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 WINDOWS AT BEDROOM 2. (2) 3-0 6.0 ILO (2) 26SH ELEVATION "A" 5 W 11-4-16 -REVISED WINDOWS AT BEDROOM 2. 3-0 5-2 ILO 25SH ELEVATION "B" -REVISED WINDOWS AT BEDROOM 2. (2) 3-0 6-0 ILO (2) 25SH ELEVATION "C" -REVISED OWNER SUITE BATH DOOR TO 2-6 6 W 11-29-16 - REVISED CHASE LOCATION AT O.S. CLOSET TO REAR OF WATER CLOSET - CREATE OPT. STACKABLE WASHER/DRYER - UPDATED RAILING DETAIL TO MEET CODE ALL ELEVATIONS: -ADD CHASE BEHIND PANTRY 7 JS 2-09-17 ELEVATION A: -REVISE T.O.M. AND PLT. HT. TO 9-4 AT FRONT PORCH -REVISED CORNICE DETAIL: 12" FLOOR FRAMING AT BALCONY, MOVE BEAM FLUSH WITH FLOOR FRAMING, REVISED SOFFIT HGT TO 8-4 -REVISED ARCH SOFFIT HEIGHT TO 8-0 AT ENTRY ON FRONT ELEVATION ELEVATION B: -CORRECTED CEILING NOTE AT FRONT PORCH TO READ 9-8 -REMOVED LINE OF CANTILEVER ON PLN-1 -ADD OVERHEAD CEILING LINE FRONT CANTILEVER AND LABELED CEILING 9-6 -CORRECTED ROOF PITCH ON CORNICE DETAIL TO READ 6:12 PITCH ELEVATION C: -CORRECTED COLUMN AND BEAM PLACEMENT ON ROOF PLAN ALL ELEVATIONS: -REMOVE STORAGE SHELF FROM OWNER'S CLOSET 8 JS 12-20-17 ASR REVISIONS # BY DATE DESCRIPTION 1. AO 2/14/18 MAKE GARAGE SERVICE DOOR CONCRETE PAD TO 4'X9' HCR DESCRIPTION 1.) LIST 2.) LIST 3.) LIST M Q ti F � N ZOO O v u. aao Z�o a Q�z uj NORTH 7497mA PHS COPPA ORLANDO nAl n1l FIRST FLOOR wN Q N ono N od o p Z aq C J .r U, m '. �y a (O • • �, s S W • F- O• Z 1� ,• c O T7 C E % p; �o�0O —1 c0�y�,d r) c t E E r t c w d�0—=0 = E_0 4-�3 C i N 3 o Ov r �c o O ON Od o 4- v NZa42 ... > .r is Matt N ZOO Ova am am 2 ��o Q�rz IW W CO d' v+ NORTH 7497mA FSml COPPA ORLANDO 9-4T.O.M. BEAM TYPE & SIZE PER ENGINEER FIRST FLOOR TIE BEAM LEGEND 0 9-4T.O.M. W N CA to N 00 00 `D CO ® p Z cal 4 � � CO -J u. co `�i � vo•o.s.m® ®�Z Q 0:ZOle O L 0 to F L V N C E "o'Q E d. w= c 0 � 0 E E 0 C :C C 0 C O C= _ 0 C 4.4) _O 'ac2NE0,g y 3 N C i� c— E y 0 O 7 _= = C �0`��~N3 n,�,�L � Em eo > m 4) :a ,0 ` ma e� 2 tmmE�u M �N ACD M Q ti 3.0 N1�m ZOO O v Lin aao a ��o a�z to NORTH 7497mA TB-1 COPPA ORLANDO FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE,10" DEEP & MAX 7 3/4" HIGH * MAX 1 1/2" HIGH THRESHOLD AT EXTERIOR DOORS * MIN. 20 MINUTE FIRE RATED, 1 3/8" SOLID WOOD, OR 13/8" SOLID OR HONEYCOMB CORE STEEL DOOR BETWEEN GARAGE & LIVING SPACE. * 5/8" TYPE X (FIRE RATED) GYPSUM BOARD AT GARAGE CEILING WHEN HABITABLE ROOMS ARE ABOVE. * 1/2" GYPSUM BOARD AT ALL GARAGE WALLS/CEILINGS SEPARATING GARAGE FROM RESIDENCE OR ATTIC. * R312.2.1 WINDOW SILLS. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OPERABLE SECTIONS OF WINDOWS SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4-IN- DIAMETER SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF FINISHED FLOOR * R609.7.1 ANCHORING REQUIREMENTS. WINDOW AND GLASS DOOR ASSEMBLIES SHALL BE ANCHORED IN ACCORDANCE WITH THE PUBLISHED MANUFACTURE'S RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. SUBSTITUTE ANCHORING SYSTEMS USED FOR SUBSTRATES NOT SPECIFIED BY THE FENESTRATION MANUFACTURER SHALL PROVIDE EQUAL OR GREATER ANCHORING PERFORMANCE AS DEMONSTRATED BY ACCEPTED ENGINEERING PRACTICE. * TUB/SHOWER WALL HT, VARIES PER TUB MAN. TUBMALL HTS 20" OR 23" PER TUB SPECS. VERIFY IN FIELD * HVAC PLATFORMS VARY PER COMMUNITY. PLATFORM HT PER SPECS, VERIFY IN FIELD FIRST FLOOR ov zW ui s� OWG G LY.WC� W W �. mWW J fY Q0w Lu O z V ui L.�... r� TW V a: Z O W0 UW �= O z ♦^) V) �J Lu J 'Jj J Z Q � Obl) Z PLAN SQFT. TOTAL LIVING 1617 1ST FLOOR 540 2ND FLOOR 1077 2 CAR GARAGE 466 ELV. A 41 SLAB 1077 AC PAD +30 ISTER PLAN c L O co .a s O v d �.. 2 42 {+ ~ N tZ 0 CL cEa,.CE a; w0cmo0 0 v 1 C H tp._ ,= t c d E R =E O 0E c 0 � 'S y3y �.Oc000hc c� 0="a;p 0 Z .0 0 0 E as id C. O t� to ++ F-tn�'uEwvs r �? cn � �N 4a uJ tt� � r N A z c) r r T M �N �O M Q ti W � N ZOO O v u- aao U.0 Q�z oWc�cf) NORTH 7497mA PLNml COPPA ORLANDO FLORIDA Core Plan Notes 1/3/18 * ALL BEDROOM WINDOWS TO MEET EGRESS * EQUAL SASH WINDOWS PER COMMUNITY SPECS. * KITCHEN APPLIANCES PER COMMUNITY SPECS. * STAIR TRIM PER COMMUNITY SPECS. SEE INT DETAIL * EXTERIOR STEPS: MIN. 36" WIDE,10" DEEP & MAX 7 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 24'-0" 71-0" 17'-0" 5"-011 31-61" 3"-6" 51-011 (3)3-0 5-2 SH @7--4" 2R2S _ OWNER'S RETREAT 14'-0" 2"-4 b to � 2X WALL r- 5"-21' 3'-10" 3'-8" 4'-0" "x4 to SH ER � EM 2X6 WALL :Q 28" HIGH a WALL UTILITY 2-8 b WNER 2-6 N2" - 4" BATH 50 WD 60 4'-0" 6'-21' I N N �. I�z ° th 20° i ` I 22"X321' (4/12 SF SCUTTLE 17 4' - 0" 16 b b O O I I 15 bo RANGE W/ OVEN, � �p �° KITCHEN I i � 2-10 2-2 U01 II 11 c� N��II DW 10 �o DI P. b I b , LOOPED I 9 L- J i --- ---VENT_ 8 — — — — — — — — — — — — — — — — _ fI�' 341/2" HIGH WALL 700 6 U II 5 II 4 18" 5'-41" 8'-0" 4'-8" I 3'-10" I M60DINING L c� tv FAMILY iYa b 10-0 SOFFIT M FRAME DB EQ. °Q rn _ I TO COLUMN 0 WIDTH ' Nt 2" HIGH GUARDRA1,1 12" COLUMN - - -1 2-0 4-0 SH (TYP.) @ 8" 0" 2-0 5-2 SH 3-0 5-2 SH 2-0 5-2 SH @8'-0"' @8"-0" @8'-0" 12" 5'-01" 3'-01" 2'-4" 3'-2" 3"-2" 3'-2" 3'-2" 6'-Off 5'-41" 12'-81' 24' . 0" SECOND FLOOR F— w U) W (� V z J W UW F_ ci O z LL U) ow N J J Z Q .. 0 W F- o O z aN 'V ° o c o ©Z cq .� w ` 4 a 1 -3 goo •0,00000 ul �s 111111111 c O �O d � Gf d+ +'C ,�.,, 7 N 0 N 0 Q C E Z+ -a -0 E C. `°0c.dcoo J c-0Nc�+d E r.cccu�% _ EoZi�--°'3 t!! O �s o=v 0 d H 0 v N� O c�w�y.3 CL as � :a = � % rua�cUcE�n FNORTH 7497-A PLN-2 COPPA ORLANDO UTILITY LEGEND 110V OUTLET ® RECESS CAN LIGHT 12" A.F.F. (U.N.O.) (EYEBALL AS NOTED) GFI 6 GROUND FAULT INTERRUPTOR PROOF AS NOTED) VT Q EXHAUST VENT (WEATHER 11 /22 SD SMOKE DETECTOR HALF HOT OUTLET ® (CARBON MONOXIDE AS NOTED) db 220V OUTLET DOOR BELL (36" A.F.F. @ UTILITY) ♦ PHONE LINE CHIMES DOOR BELL CHIMES TV1 E© PANELBOARD W/ m CABLE TELEVISION CIRCUIT BREAKERS STANDARD SWITCH HB T HOSE BIB (3 OR 4 WAY AS NOTED) -- SURFACE MOUNTED LIGHT SURFACET GAS GAS TAP CW HW Q WALL MOUNTED LIGHT I t COLD/HOT WATER SUPPLY (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1)#XHHW ALUMINUM NEUTRAL (1) # 4 XHHWALUMINUM EQUIP,GRD POWER COMPANY NEMA 3R AMP PEDESTAL 0 121/241 VOLT 30 COMBO CIRCUITS MLO DISCONECT AND SERVICE BY METER CAN OTHERS AMP NTS (2) # 2/0 XHHW GRND: OPTION 1: #4 BARE ALUMINUM WIRES CU TO GROUND 8FT. (1) #XHHW GROUNDING RODS ALUMINUM WIRE 8 FT, APART ELECTRICAL RISER NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS GRND, OPTION 2: FOOTER SHALL COMPLY W/ APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES 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 PRE -WIRE COACH PRE -WIRE COACHI LT. @ 8" ABV. HDR — ---- LT. @ 8" ABV. MDR PER. COMM. --- *'P,�R. COMM. FIRST FLOOR L-------------------i GFI O i O cE?',aaa v mj C d y y c � O y 0 y: O �+ �r z c w _ Eo.wd3. �ac2y3o,� +� O c 0 0 0 x 0=105 O EyL�yO 0> o C —_ c @�o�NaLo. m����e�� r—yrreaEccy �N 100 M Q ti UJ � N Z O OVuJ. am ow 2 �� O U. Q�Z Lu NORTH 7497mA ELEml COPPA ORLANDO UTILITY LEGEND 110V OUTLET ® RECESS CAN LIGHT 12" A.F.F. (U.N.O.) (EYEBALL AS NOTED) GFI 6 GROUND FAULT INTERRUPTOR PROOF AS NOTED) VT Q EXHAUST VENT (WEATHER 1/22 SD SMOKE DETECTOR HALF HOT OUTLET ® (CARBON MONOXIDE AS NOTED) 220V OUTLET D T DOOR BELL (36" A.F.F. @ UTILITY) �► PHONE LINE CHIMESDOOR BELL CHIMES TV1 ELEC. PANELBOARD W/ m CABLE TELEVISION CIRCUIT BREAKERS STANDARD SWITCH HI3 HOSE BIB (3 OR 4 WAY AS NOTED) GAS -- SURFACE MOUNTED LIGHT T GAS TAP CW HW Q WALL MOUNTED LIGHT I t COLD/HOT WATER SUPPLY FLORIDA General Electrical Notes 06/13/16 * HOME SHALL HAVE AN APPROVED, OPERATIONAL CARBON MONOXIDE ALARM INSTALLED WITHIN 10 FEET OF EACH ROOM USED FOR SLEEPING PURPOSES. * PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * PROVIDE AND INSTALL GROUND FAULT CIRCUIT INTERUPTERS (GFI) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. * ALL CIRCUITS, NOT GFCI PROTECTED OR FOR DEDICATED APPLIANCES, SHALL BE ARC -FAULT PROTECTED AND ALL RECEPTACLES, NOT FOR DEDICATED APPLIANCES, SHALL BE TAMPER RESISTANT TYPE. * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES ....... 42" OUTLETS .......14" OUTLETS w/ MOULDING .... 9" A.F.F. TELEPHONE .... 14" TELEVISION ..... 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER .... 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1) #XHHW ALUMINUM NEUTRAL (1) #4 XHHW ALUMINUM EQUIRGRD POWER COMPANY NEMA 3R 1 7 PEDESTAL U AMP 120/240 VOLT 30 COMBO CIRCUITS MLO DISCONECT AND METER CAN SERVICE BY OTHERS AMP NTS (2) # 210 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 GRND. OPTION 2: FOOTER SHALL COMPLY W/APPLICABLE PROVISIONS OF STEEL GROUND THE NATIONAL ELEC. CODE, LOCAL CODES, AND (REQUIRED) THE LOCAL POWER CO. SECOND FLOOR c a0. O 6. Z3 2 cE210 E J =,OO�gry G1 '� y s fir- E ++ E c41 Eo�w�3 O 2 y� O Y O y C — C> y N O '� O 0N Rf O o ~ N Od! d E d > LZ = 1—HmmE U� • N r r m 0 r O I r �rrr� �;- N r uJ r C N lu m NORTH 7497mA ELEm2 COPPA ORLANDO MOULD (TYP.) OPEN ABOVE W3618 FILL T I I I I I I REFG. KITCHEN CABINET OPEN ABOVE MOULD (TYP.)� wsF�F winig W1R3fi wIRsF 00 0 MICRO W/ VENT HOOD gACKSPLASH FILL PER COMM. :iwt (IGH LIGH 72"x42" MIRROR OPEN ABOVE 12" SHELF ----------- ----------- I I i ----------- WASHER ; DRYER I I I I I I 1 I I I I I I I I I I I I I I I I I UTILITY w 28"x38" MIRROR VS30 BATH 2 BACKPACK RACK OPEN TO FAMILY 341/2"HIGH WALL b 00 00 � oo to 630 SB36 DW FILL ISLAND OVAL MIRROR 1:101TIVII14M 2" SHELF - 'CORBEL RACKET IOOKS 1x12-1 )" HIGH _ SEAT )E RACK 3/4" PLYWOOD SEAT SCREEN 1X4 NAILER MOULD PLYWOOD 1X2 TRIM CROSS BRACE 3/4" PLYWOOD 1X6 TRIM SHELF BASE BLOCKING AS . . MOULD REQUIRED WIDTH PER PLAN 411 SEAT DETAIL SCALE: 3/4" = V-0" CA Q u. °®a��tanoire' :Z w O° a°w /• ��� 4+ N A p s • > • (/> i .���'',�,�®•.®•* ••,pro ®�``® c d O L. L L p; cv c m C O Oy MID .J'U00 d t/� C NNE E� E CC .C 0 c� O'er.. CL 41 EN,uy90 �c0Ec�_ rme v G� d :2 :1 �+ m �wcmEmm0 O � N N We 4� W (a t- O N p Z t� Matt UJ N Fm zO� OVA aao z a INNNo QNtz w� a W qqN NORTH 7497mA INT-ml COPPA ORLANDO -KITCHEN to c� 16 1 STAIR SECTION 34 HIGH HANDRAIL (TYP.) a 00 00 PER COMM. 9 c c 4)o d L. N O c 0~ H E ?'•a s E Li. O 7 0 O v J C0 ff� c 41 O csc4 Z ro*ac.c 5-10 0 :a = E 4- 6 M Q ti Ill N ZOO O V u- aao z�O Q um QIVz uj Im co < NORTH 7497mA INTm2 COPPA ORLANDO lx BLOCKING 2xl2 TREADS 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER ONE ON EACH 1011 SIDE AND DOUBLE NOSING(TYP.) 1. @ MID -SPAN _ r., 101.01.1 2x4 KICKER PLATE HANDGRIP BALUSTERS 2x12 TREAD 2x12 STRINGER ` 1x6 TRIM W/ROUTERED EDGES OR PER —` COMM. SPECS. 2" CASING OR MOULDING 2x4 STUDS GYP. BOARD SOLE PLATE ----� 11 1►' 10" NOSING (TYP.). 11n 1"A'10►► NOSING (TYP.) r. 9 -4 11 CLG. I I I � I I I I I I I I I HANDGRIP USTER; THAN 4" 0.( MAXIMUM x6 TRIM C AS REQ. P COMM. SPECS. 2" DOOR CASING Of MOULDING I I I I I I 6 3/411 PLYWOOD DECKING 2xl2 STAIR HEADER l 4_ J I — I 1 I 1 E� ALTERNATE STUD WALL I 1 1 I I I I I I I I I I I I 1 I 1 1 1 1 SOLE PLATE FIN. FLOOR lx8 TRIM BALUSTERS TO SIT ON RAISED WALL 2x BLOCKING FILLER, TRIM TO FIT 1 I I I I I -y .I t I 'I 'I ,I I I I I 1 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. lxl2 TRIM ROUTERED ON UPPER SIDE WOOD BASE 2x12 STRINGER OR EQ W/CIRCULAR OR WINDING STAIRS TOTAL OF 1111 TREAD DEPTH) a 00 N 00 OR EQUAL co: W/CIRCULAR OR WINDING STAIRS co_ m ``Io®�`o 1111�1��'�l��i s ®�••....9 i s 'sue✓�� SSTPy °'�®....��° �® `�� CLOSED STAIR SECTION DETAILS c L ° L ai N 0 1n 0 & =E --0E a ea3cdoo J (rn .° — 2N�� '_�r*�� E I. _ Eo or4-0 O O t<i C 2 �C 4) N 0E O v E w 1% .- �m� FL ���� 'd' E �. ° �� 2 III N �N �O M Q ti UJ ZO M Ova aao ��o a Q z ui < NORTH 7497mA INTm3 COPPA ORLANDO 12 6�! 20-8 PLATE METAL DRIP EDGE ALUMINIUM FASCIA 2X6 SUB FASCIA — ALUMINIUM SOFFIT 8" TRIM 4" TRIM 12" SQUARE _ WOOD COLUMN FLOOR DECKING PER SPECS WATER PROOF VAPOR BARRIER PER SPECS 2ND F.F. 3/4" DECKING ON 2X8 FRAMING lX2 SHINGLE MOULD 10" TRIM STUCCO HARDBOARD — DB SIZE & TYPE PER ENG. CORNICE DETAIL SCALE: 1" =1'-O" DB PER ENG EO 1; 12 z� 12 6p �y6� W 12" x18" LOUVER 20'-8"PLATE �----20'_8"PLATE -- - T- -- --- 6"FASCIA (TYP.) 4" TRIM (TYP.) _ _ 4" FRIEZE (TYP.) / 12" SQ. - - 6" TRIM (TYP) , / COLUMN (TYP.) - 8" TRIM (TYP) _ r _ , 4" TRIM (TYP) RAILING ` ' 1 ' � SIDING W/ 6" (SEE DTL.) IL TRIM(TYP.) SECOND FLOOR_________-- N "' TRIM TYP. " 9'-4"T_0_M• - - - - --10 ------"-'---------- (TYP.) ---- 9=4 T.O.M.--- / 00 - - - _ BAND (TYP.) R2'-011 / TEXTURED0 0, _ _ _ _ 8" RAISED COATING (TYP.) _ ,' t _ _ _ _ BAND (TYP.) 4' RAISED BAND (TYP.) 00, - - - - - __ 0"FIRST FLOOR - - -- `----- - - "FIRST FLOOR FRONT ELEVATION "A" 12 12 6�' Q6 N (o -- 20'_8"PLATE ----------------------20'_-PLATE -_ _ TEXTURED r ` COATING (TYP.) -- 9'-4"T_O.M.___ _ - - , - 9'=4" T.O.M.-- -----------',--_� - - -_._�..--�....._-....._,......._.... ... ..�, .\--__J__----------f -C- I-,-- - % - I - - / . r \ % /\ \ r / „ 0"FIRST FLOOR _____ \- r • \ / ., r r- 0" FIRST FLOOR ---------------------- REAR ELEVATION co 0000�0�0 M000I000 00�� � imion�on�� C O cD as�w�°'a O N 4) U) c E E CL Ro0 N 4) o"oONea°' H L .N N O ++ E a=cagy E Gs�' O� C;C = Eot4-�3 >, 'O O 2 N 3 C Y O N �c +N+ O O o.='o°o um _ Eyor- ?� c o d v s N m CL E!E6E>1,D� v -a O >, M O t m L — wcmwEmm M Q ti � � N ZOJ OVA aamo � a �o Qitz NORTH 7497mA ELVml COPPA ORLANDO 12 6P;r 20'-8"PLATE cal 12 `Q 6 -- 20'- 8" PLATE- - - TEXTURED COATING (TYP.) -- 9'_4"T.O_M_------ 12 12 67 �y Cj6 NW cT-� SEE PORCH CORNICE DTL _20'_ 8" PLATE - - Jf -, ` - , - , , - SIDING WI 6" TRIM (TYP.) FR DR RAILING (SEE DTL.) Y _ _ `/ _ , _ _ ` _ _ SECOND FLOOR _ _ 31-011 - _ i -_ _ 0" FIRST FLOOR - - - - - -\ - - 0" FIRST FLOOR , ♦ / , , ` `/ , - - ♦ - - SIDE ELEVATION 20' _8" PLATE TEXTURED COATING (TYP.) , - - - , ♦ , - „ - - ; 9'-4"T.O.M. 5G7' _ ,_--♦/ _ _ - ------ 9'-4"TO. -_ - y .M. 1-011 ' - " ' -' - `_ - -- "i ___ 8'_0"PLATES _ ,- J / / - / c , - , Lf� , 0 0 - - - 1, , ; , - , -/ ♦ - , , , , , \ , , ,' , , ,- / `- - , 0" FIRST FLOOR ---0"FIRST FLOOR _------ ___- ----`_ 2.8 SERVICE DOOR SIDE ELEVATION PORCH RAIL DETAIL U.! N •� o O 2' ca � J C u- Cil `��`0 � ®epeeeeoee \ e p p ° c,) O N .'. + u p d r:C� Z N 4G•ee Ci G L ° 02 V i+ N 0 m n d a E ?'-0 E 0: `°�c.0oo U ..I C -0. .0, E 2 0 0w E E 0 cd p = �c°c� oUy-d3 0 E y- ai 0 0 �C cs o� 0 0 •C 0 U 0 0 0 U ++ y� 3 iv c .° H _ 00 U = y 0- 0 �y s m.OUm I. � �N ZM �O Matt � N ZOO Ov a aao ��o a a�z (40 NORTH �497-A ELVm2 COPPA ORLANDO to I 20-8 PLT. HT. i N 77 ASPHALT SHINGLE TYPICAL PER SPECS I i i I� 9 TRUSSES 6:12 6:12 CT ASPHALT SHINGLE TYPICAL PER SPEC W �� 16 ni i TRUSSES 6:12 20-8 PLT. HT. 9-4 T.O.M. -- -TRUSSES 6:12 — — - — -- ROOF PLAN ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1077 / 300 = 3.59 3.59/2=1.80x144=258 ROOF VENT = 258 / 138 SQ. IN. = 1.87 VENTS I I i i I I I �I I I I I I I I I I I I I I ,I i I I I I I I I I I J >� 0 co L L N d N O p, c E '''C 'Q E C. Rocmp0 v _I ,O ,� UI C 0 N E E 0 C t c G> o�O CO _ go—was3 G� r C y c tJ c— as c O O 0 he �s 0 '0— 0 CD .3 oNm 3 GAF. 0 N C m CL asavu:0a>%mc� NORTH 7497mA RFPml COPPA ORLANDO 91 M 00 CAI 0 Ln lid O 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB:1077 FLATWORK:280 LOT:2660 COVERAGE:51 % SOD AREA: 1003 GREEN SPACE FLATWORK228 SOD FRONT: 296 NOTE: AVG 300 SQ.FT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. I NOTES: JF 1. VERIFY GRADING IN FIELD. 2. VERIFY EASEMENTS IN FIELD. 2/6/18 NOT FOR CONSTRUCTION TAMPICO WAY 38N34031'30"W r J 00 %n 16' AC U Z 2 CAR X [� 7r_ 241_01 1_011 O eI' N 7497 A PORCH 10'BL: O r 5 U. E. 4' PUBLIC 38' S34031'30"E WALKWAY 1-7 O 00 'N 0 LO LO O W N GN 6 � Z � ... u.. ``®`®eye �nr►►r► :u 0 ,z c , V ° 2.p-> '®41 �®0� ►►► r obi ► ��p'°`�®` c L O oaciF-2 N cE",v E ROcGi00 O N U) i� ++ •r = c G) O'' p Cz C 9+"ac2yoY ar 3v�c0c"= iLt S0cO O O.0 E �+ O N L E 10coftsc_ � V = CL CL E d �' d "� +O.' 9cq Iq 9CN4m �O M Q ti � � N ZOO Ova aao ckmo 4 a 0 awez NORTH 7497mA PLTml COPPA ORLANDO 00 zo M C7 a} �0 U N F0 S3 SF01 S3 0D `° SF05 CD 53 24'-0" 2-STORY FTG. 5'4" 1'-8" 16'-0" 2'-0" DO DO D D 1 D1 10" 17'-10" 1'-0" S 2. 3 ■ ■ • •■• A/C PAD SF02 63 SF04 ,. PITCH 1/8" / FT. All ■ I I I I e ■ FSF07'1� WS3 I N I ■ 5'-0" 19'-0" F1 S3 I I I ■ G I Z-) = LL FO FL BID ■ I S3 r I I T(- V) ARIES ■ FO I SF06 D1 ■ 2. S3 53 ■ 0'-0" FIN. FLR ■ LO FO _ 13-1/2" THICK CONC. SLAB W/ 6X6 S3 --- W/1.4 X W/1.4 W.W.F. OVER 6 IMIL VAPOR BARRIER OVER ■ COMPACTED FILL. 19'-101, - 4'-2" ■ o o I J e _ FO ■ I S3 I 5'-0" I 6-10" F1 S3 Q I FO M M I ■ DSF01 U ` 0 1 S3 I ■ ■ e (V ■ ■ ■ ■ ■■ ■ SF01 SF05 S3 V D1 S2.1 2.5 10" 5'-10" 8" 4'-0" 12'-8" 24'-0" 2-STORY FTG. SF02 S3 I CONC. PAD I SF01 S3 CMU WALL PER PLAN GRADE Z =T = .. A 1-1: •:. L -III •. II-Cq Cq #5 TRANSVERSE BARS =II ITi 32" x12" FOOTING = =I I I= @ 12"o.c. MAX. w/MIN. ,I I-� I R III=�=-= �- w/(4) #5 CONT. 3" COVER 2'-8" w/3" MIN. COVER. 1 FOOTING AT DOUBLE WALL 3/4"-11_011 FOUNDATION NOTES: 1. PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED, REFER TO FBC-R CURRENT EDITION SECTION R506.2.3 FOR REQUIRED LOCATIONS 2. PROVIDE 3-1/2" 250OPSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC PLACED AT MIDDLE OR UPPER 1/3 OVER SLAB DEPTH ON 6 MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH MAY BE USED ILO WWF, WHEN FIBER MESH. MEETS OR EXCEEDS SPECIFICATIONS SET FORTH IN CURRENT CODE EDITION). 3. VERT. #5 BAR TO BE HOOKED AT TOP & BOTTOM (FTG. & TIE BEAM ENDS) W/MIN. 12 BAR DIAMETER LEGS EXCLUDING BEND @ EA. END. LAP SPLICES SHALL BE NO LESS THAN 25". 4. CONSULT W/MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE. 6. CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4" OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. F 7. MECHANICAL EQUIP, LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. C 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL u SYSTEMS SHALL BE RAISED AT LEAST 3" ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 9. NO WOOD STAKES PERMITTED IN FOUNDATION. c _ 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED C F DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED u 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS F AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD u FOOTING STEP DOWN AND CORNER INFORMATION. C C c 12. ANY EQUIPMENT AND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 13. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER o COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS e FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL C CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. 0 SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, u COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS F DETERMINED BY ASTM - D1557 ( MODIFIED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITY OF 2000 PSF. 14. PENDING SITE CONDITIONS, IF STEMWALL IS REQUIRED, G.G. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. a u 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE K HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE ---STOP --- CONTACT E.O.R. PRIOR TO CONSTRUCTION 16. ALL FOUNDATION PADS WHERE SHOWN ON THE BELOW FOOTING H SCHEDULE SHALL BE INSTALLED WHERE THE DEPTH OF THE - FOOTING WILL BE MEASURED FROM THE LOWEST SLAB ELEVATION `- MAINTAINING A MINIMUM DEPTH AS SPECIFIED. THE FOUNDATION u PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE CONDITIONS AND/OR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. G FOOTING SCHEDULE e r 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. u O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. o BARS & 3" MIN. COVER TO EDGE OF CONC.MIN j 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. (2T#-5PARALLF-L TO 24" SIDE @3" O.C. & MIN U 1A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" C BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. C O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. C 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. o 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC. 30"x30"x12" dp w/ #5's EQUALLY SPACED EA, F 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. a F 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. u 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. `u 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. U C O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN, COVER TO EDGE OF CONC, C 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. F 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x16" dp w/ #5's EQUALLY SPACED EA. U WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. F BARS & 3" MIN, COVER TO EDGE OF CONIC. H 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. U BARS & 3" MIN. COVER TO EDGE OF CONC, C 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. C 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. C 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 46 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. < BARS & 3" MIN, COVER TO EDGE OF CONC. `- 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. G 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONC. p 54"44"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. C BARS & 3" MIN. COVER TO EDGE OF CONIC. `- 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. C _ BARS & 3" MIN. COVER TO EDGE OF CONIC. C 60"410"x16" dp w/#5's EQUALLY SPACED EA. `- O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. ` BARS & 3" MIN. COVER TO EDGE OF CONIC. 3 66"x66"x16" dp W#5's EQUALLY SPACED EA. F 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. 9 BARS & 3" MIN. COVER TO EDGE OF CONC. F SYMBOLS LEGEND U 3 C ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO C TIE BEAM ( 7'-4" MAX U.N.O.) u 4 • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. C U U 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. 9 INDICATES 450 CORNER BLOCK GROUT FILLED WITH (2) VERT, o #5 CONT. FT.G TO TIE BEAM. !- FOUNDATION PLAN -01 1 U i 00 O iZ a Z •W Co o 4Q Z Cn C) BBBIli9l1! Q m o LL I Z i O J U i LU 0 1 W A 0 ' o `�i A � i Z as g Z o� Z0�64 - �• i Z z i O 0 i LU `^ i 0 06 Iw-z=0,-,�- 8 U O M Z_ >J0o� i 0�100 y i W Z ,J U7Ezo}a 8 ¢ O O w � o i fA o�0gw o Z ¢aWYOE i ~ � o UJI O 0 U � O LU LL � �, I W 14- D U fJ) O i M i N i M � J i U- 0 O i CO) CV)Q FH V) u LLF -i z 0 U ! W LU Z i VOWQ< Uj Nr I STRUCTURALENG: BAD I DRAFTING: i -STRUCT: JW QC CHECK: cc _................. .._.. JOB No DWH-0204748 SCALE: AS INDICATED DATE: 03/20/18 1 S I 1 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. 0 ti y�y I d SYMBOLS LEGEND ■ INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM ( 7'-4" MAX U.N.O.) • INDICATES GROUT FILLED CELL WITH (2) VERT. #5 CONT. FTG. TO TIE BEAM. 0 INDICATES GROUT FILLED CELL WITH NO REINFORCEMENT. INDICATES 45° CORNER BLOCK GROUT FILLED WITH (2) VERT. #5 CONT. FT.G TO TIE BEAM. (1) # 5 @ TOP, BOTTOM &@24"O.C. VERTICALLY BETWEEN COLUMN & MAIN HOUSE CMU Q �III111111/�, ® N FILLED CELL o ``eep\� •° • .•..., • ®• N \/ •° i W `- PLAN VIEW W Z± V✓ a N : z �- - �' z° 0 �L' v s z Uaq 2 -4 2 -0 1 -4 16 -8 8 1 -0 • (1) CONT. # 5 FROM z b • • 0 EC TIE BEAM TO FOOTING 0 �cS'�°®°°®••°Q��!<eeeee .. W //®®1//111111411�` `t 0 mILL ■ ■ •fit- • ■ MASONRY WALL c~o ■ ■ ■ REINFORCING PER W (1) # 5 @ TOP, BOTTOM PLAN (TYP). O &@24"O.C. VERTICALLY BETWEEN z Wo COLUMN & MAIN �' HOUSE CMU m Q L_ J a C) o SECTION VIEW J ■ ■ ■ V_ D1 MASONRY COLUMN TIE IN 6 I-- N 1/2rr_1,-Orr UO ■ O 0 Z M � 0 ■ W z U ■0 o O to M J Wr-� Q IJ ■ �h o fV (n 1 -Ou ■ J - —1'-0" ■ 00 a 4 -$ 4 -8 4 -8 41-011 O W ■ N ¢ ■ W M ■ 0o p �4 4 _ T N O U S�-- N �0' 'r- Ld CL W 0"' M Lu ( 0? F Z CU �4 ■ W O3: ¢oo� 8 o "zi O h Q Z zQz zUj 0 ~0 gaQ W 1-103'-8r' Er " W U.)W ■ W W U- ~ � O FICDW M CV "(y 0 � CM ■ � N O ■ 0 J ■ iV o Q U- ■ ■ ■ N z Q on E O 0p (ZLL V-8" -8 4'-0" 1'" 4'-0" 2'-8" 3'-8" 3'-8" 2'-8" Cl) M Z z 24'-0" _ 0 i" z WLd � L ZO o W�aC z W W a 2 F- UL]LLI�< n 1- o p Q et W w G1r•W _ z W STRUCTURAL ENG: BAD DRAFTING: W -STRUCT JW U QC CHECK CC JOB No. DWH-0204748 cn J SCALE: AS INDICATED Z DATE: 03/20/18 DOWEL PLAN W 2.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited IF BEARING WALL ABOVE - WALL ANCHOR TO HAVE MIN. 7" EMBEDMENT BELOW MIN 5" CONC. SLAB PER LOWEST STEP OF FOUNDATION PLAN CURB M (1) #5 CONT, W/ 1-1/2" w rM COVER TYP. z w CONCRETE SLAB PER E g FOUNDATION PLAN r 4 0.'4' —11-°.o _ _ _1 1 _ °° — ° _—I II ICI 'I =1I 11= = =1I (1) #5 BAR CONT. I`I I -I-' ' ' W/ 3" COVER TYP. 8" 16" 4" 01 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. CLEAN COMPACTED REFER TO DETAIL SF06 FILL @ 95% STANDARD DENSITY THIS SHEET IF STEP WHERE 2ND STORY OCCURS, FTG DOWN EXCEEDS 7 3/4" SHALL BE V-8" WIDE W/(3) #5 BARS NON -BEARING SLAB STEP DOWN FO DOUBLE STEP FOOTING 3/4"=1'-0" 3/4"=1'-0" HOLD BRG WALL BACK 2x BRIG WALL PER SO GYP FINISH IS 2x BRIG WALL PER PLAN AND BEARING FLUSH W/ PLAN AND BEARING WALL SCHEDULE FOUNDATION BELOW WALL SCHEDULE CONC, SLAB PER 2x P.T. BASE PLATE FOUNDATION PLAN. � � CLEAN COMPACTED w I FILL @ 95% STANDARD DENSITY CONC. SLAB PER CONC. SLAB PER - REFER TO DETAIL SF06 I 2x PT SILL PLATE FOUNDATION PLAN FOUNDATION PLAN THIS SHEET IF STEP DOWN EXCEEDS 7 3/4" If II' a o. e . . 11 7 . • 4. d'' I 4 A. =1 I— .I I —III III • ' ' • ; • .•.: ; ... I—I_LI—� I I-1 — — — — : a . • . ((-ol � oo � —I I I_I—I_I I I— ' '� ...: •" . I I � I; I I I zol III- I _ _R1 I I I (2) #5 BARS CONT. wi III=III I I ICI I I -I I - - 3" COVER TYP. 8" 1. Orr Orr 8" (2) #5 BARS CONT, W/ 6" 8" 8" 10" 3" COVER TYP. 11 CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE 1'4' WIDE W/(3) #5 BARS FO BEARING SLAB STEP DOWN 3/4"=1'-0" ERE 2ND STORY OCCURS, FTG SHALLLL WHERE 1'-8" WIDE W/(3) #5 BARS FOOTING AT INTERIOR BEARING (1) #5 FROM FTG. TO - 3/4"=1'-0" THICKENED EDGE VERIFY W/ DETAILS FOR REQ'D AT FLOATING SLAB - B ND BEA STEEL AT 2 STORY LOCATIONS w GROUTED CELL. SEE USE MIN. 1/2"x4" CONT. NOTE: AT FRENCH w MD08 ON LINTEL PLAN DOOR LOCATIONS. � r FIBER EXPANSION CONTRACTOR TO MASONRY WALL FOR SPLICE JOINT BETWEEN SLAB VERIFY WITH DOOR "' SEE PLAN INFORMATION &CMU. WHEN STEM .-7 MANUF. FOR MASONRY WALL 1 WALL IS GREATER (1) #5 FROM FTG. TO I THAN 4'-0" TALL REFER SEE PLAN CHAIR BLOCK REQUIRED RECESS SLOPE TIE BEAM MIN. 25 TO DETAIL SF18 ' #5 CONT. . CONC, SLAB PER `� SPLICE GROUT CELL CONCRETE SLAB PER s COURSE AT FINISHED ° THRESHOLD PER MFR S 1 SLAB ELEVATION W/ (1) REINFORCEMENT SEE FOUNDATION PLAN SOLID PER PLANS FOUNDATION PLAN 14I • . SPECIFICATIONS 4 I FOUNDATION PLAN THRESHOLD PER. VARIES ,.I: #5 CONT. VARIES A. 1'aa ..1 .i.1; A% FOR QUANTITY MANUFACTURER"S SEE PLAN z SEE PLAN SPECIFICATIONS- �. fir.°� ...• �' q #5 x 25" x 25" CORNER 4'4 . °..°' ' ° ° ______ " ° GRADE I- ° cn d ° I •'. " -_ -_ SEE STEM WALL Q; a L. BAR, ONE FOR EA. w ° 4 ((_ SEE STEM WALL �I ==III 1 -.. _ - - HORIZONTAL U z I I=I I=I rL' ' d - - - SCHEDULE FOR FILLED - SCHEDULE FOR FILLED e CONC. SLAB PER w o0 - _ 1=III=� - I -III= 1.°I REBAR, TYP. U.N.O. -III=_ I 1 ° °:^' —I =II -III- I CELL SPACING, a FOUNDATION PLAN _ % - I CELL SPACING, _) 11= I=- I I— 11— -) °I 'a -III 1 T I FOOTING SIZE, & z FOOTING SIZE, & °°° ° ° ° 4 -1 R O R I REBAR ON g REINFORCING - CHAIRS PER ° (2) #5 BARS CONT, ° : �'''SLOPE W/ 3" COVER TYP. 8,r 8 8 8 LI 11= I- I - I STEM WALL --�� �., .4.•' SCHEDULE i PER MFG rL a ° I I I I I• TYPICAL CORNER BAR DETAIL (TOP VIEW) 3/4"=1'-0" NOTE TO CONTRACTOR: ALL REINFORCEMENT SPECIFIED IN PLAN VERIFY W/ DETAILS FOR REQ'D FOUNDATION DETAILS SHALL TIE IN TO STEEL AT 2 STORY LOCATIONS ADJACENT MONO AND/OR STEM WALL FOUNDATIONS AS SPECIFIED THIS DETAIL. MIN, 24" BEFORE w g z ANOTHER STEP 8"x12" THICKENED I` a- O SLAB W/ (1) #5 CONT. s _ W/ 3" COVER TYP. ° 4 d O}- wZ ��� �.hn�.�� fIJJ� GRADE ) 4.. 4 . ... �n � w �' . •dam+ • ° ° ' 'd' � III—� I �- '� • ° 1 : ° 4° A. w ° d � w ' 1 VERIFY PLAN DETAILS _ ------ - _... --- III �....__.. a' 4 . FOR REQUIRED #5 1= w "`'� I I - CONT. BARS, MAINTAIN Q i 3" COVER TYP. z 1-11 o �® �or,r,►iisiro�s' �� N IN. - 16„MIN, `�� ® �C jj. �r ®Uj NCz a�s VERIFY PLAN DETAILS I I L—III=1 I ITI I I °®° °• /i�- 00 ev BEND EACH CONT. #5 r � •• p FOR REQUIRED #5 BAR AT STEP DOWN, Al u- z °Gq CONT. BARS. MAINTAIN OR INSTALL #5 HOOK o = Q ;z �! Uat CLEAN COMPACTED 3" COVER TYP. 2 - ° w Co FILL 95% STANDARD BARS FOR EACH CONT. ' Q 10 z v• C Q @ BAR. LAP REBAR PER z ° DENSITY O o Z�y % 0 DETAIL MD08 ON L LINTEL PLAN w /i �d'�•°°•.°°.®••'••o�C `®�e�Q p fiRkTYPICAL STEP FOOTING DETAIL ®® m 3/4'1= V-0r' 3/4"= V-0" 0 0 0 (1) #5 FROM FTG, TO SEE STEM WALL CHAIR BLOCK COURSE z BOND BEAM IN FULLY SCHEDULE FOR FILLED AT SHOWER SLAB 0 W GROUTED CELL. SEE CELL SPACING, ELEVATION W/ (1) #5 Q MD08 ON LINTEL PLAN FOOTING SIZE, & CONT. Q 0 FOR SPLICE INFO, REINFORCING II KNOCK OUT COURSE z OPTIONAL CURB BY O .... .... . ... -- W/ (1) #5 CONT. a BUILDER �Uj �E 4 ti F.F. F- MASONRY WALL w0 . SEE PLAN - 4 ° z n• 4 ° •. ° --�! Z d __ I► I=_ 4,r I- o o =1 1= �.' r • GRADE 80—III I L— 11 =_I=I =1 I E1 I 1EE1 I I CL 1=1 I— I (— = = I El I 1 I 1=1 ° _ REBAR ON I - = I 4 I' I =I ((_ =III -I I. O U) I=I_=I I I I. =I I CHAIRS PER = Q - 1 ' I=) I --I I CONC. SLAB PER Q _I = I =I b STEM WALL o -' _ FOUNDATION PLAN T I- I— - SCHEDULE = d L'a■•'+•� I CLEAN COMPACTED I-- w FILL @ 95% STANDARD u) SLOPE EXT. SURFACE CLEAN COMPACTED I= w I I I= I - —I I- 1 W III d I- I- I- -' I -III- - I IT DENSITY w OR GRADE 1/8" PER FILL @ 95% STANDARD I - - ' ° - I ( I.I WIDTH-1 -1-Ii d FOOT AWAY FROM DENSITY CLEAN COMPACTED = _ _- CLEAN COMPACTED i- I _ = I= I I— I- REBAR ON CHAIRS -- '- BUILDINGORY OCCURS, FILL @ 95% STANDARD —I I- --) I - WIDTH I I=1 FILL @ 95% STANDARD -1 _WIDTH I I -� i-� i I-� �- O _ _ PER STEM WALL ' 1/2 FIBER EXPANSION SHALL WHERE BE p-4'TWIDE W/(3) #5 BARS DENSITY -I I ICI I- =I I -I I DENSITY I I -I -I I' I =-1= SCHEDULE z W AS REQUIRED Iil1 I i I III I ¢ Q� EXTERIOR DOOR POURED SILL AR�FOOTING AT INTERIOR BEARING WITH CMU SF01 TYPICAL EXTERIOR FOOTING SF02 TYPICAL GARAGE CURB FOOTING SF03 FOOTING @SHOWER @MASONRY 3/4"=1'4' 3/4"=1'-01, 3/4"=V0" SEE PLAN FOR STAIR 2x BEARING OR NON- COLUMN AND BASE COLUMN ,_ - - - - _ , LOCATION. IF BEARING WALL, SEE CONNECTION PER LOCATION PER - - _ 1" MAX. OVERHANG FORM/POURED FRAMING PLAN FOR 2 1/4" SEE PLAN FOR STAIR PLAN TYPICAL DESIGN PLAN LOCATION. IF OPTIONAL PROVIDE (1) #5 AT MORE INFO FORM/POURED REFER TO MIN, 2" CLEARANCE ® FILLED CELL SHOWN NOSE OF EACH STEP, 2x P.T. BOTTOM PLATE FOUNDATION PLAN FROM FACE OF I FOR GRAPHICAL (1) #5 CONT, PER PLAN MAX. (4) TREADS PROVIDE E #5 AT (1) #5 CONT. PER PLAN FOR FOOTING PAD CONCRETE NOSE OF EACH STEP, REPRESENTATION W/ 1-1/2" MIN. COVER SIZE AND REINF. AT TO COLUMN BASE - - - _ - - 4" I ONLY. REFER TO (2) #5 W/ 6" TOP COURSE CHAIR MAX. (4) TREADS COLUMN LOCATIONS CONNECTOR ® DOWEL PLACEMENT BLOCK AT FLOATING SLAB GARAGE I PLAN FOR REQUIRED CONC. SLAB PER EMBEDMENT CONC. SLAB PER USE MIN. 1/2"x4" CONT. CONC. SLAB PER @ 12" O.C. FOUNDATION PLAN iv �---- FOUNDATION PLAN FOUNDATION PLAN ' � I MASONRY WALL f=IBER EXPANSION - - - -� -- REINFORCEMENT y.; . , :.ti.•;; '..' d ' JOINT BETWEEN SLAB :; ,' :.:'' •` ':,;:- ' TOP VIEW @CORNER & clvlu :; • LU (1) #5 VERT. IN GROUT = T •�:; _ .. 1 I_I (1) #5 VERT. IN GROUT =_ (2) #5 W/ 6" -_) { ::" ..:: w FILLED CELL @ 72" _ =I 11= 1 =I ( �'' ". � FILLED CELL@ 72" O.C. u ,_,, ' . •EMBEDMENT @ """" w CONC. SLAB PER GARAGE WALL _ _ __ (1) #5 STANDARD----I=-I-- I = 1 § z - Z FOUNDATION PLAN --- BEYOND EA. CORNER &COL. �� - I I12 O.C. I . • _ MAX & TYP AT EA. HOOK FROM STEM I J IJI=II _ _ • •' ' w CORNER AND COL. I =III=I L ¢ ? 0 w LOCATION FOR WALLS =1 I ( = WALL TO FOOTING PAD wI I 1=I I 1=1 I I=1 ^} 0 g O DRIVEWAY BY LOCATION FOR WALLS _I --I(-III- L — EACH VERTICAL N '� <40 TALL. SEE _ _ 540 TALL. SEE I- I -I BUILDER- CONCRETE - = I -III=) I 1 , • r - - I . LOCATION. SPACINGI- 4 __�. ,- =III M OR PAVERS STEMWALL SCHED, IF I ==I I= I "� STEMWALL SCHED. IF - ° a ° •' ° PER SCHEDULE =1 = WALL IS TALLER - _ STEM WALL SCHEDULE FOOTING DIMENSION STEMWALL NUMBER/ SIZE OF BARS MAX. FILLED CELL 1-STORY 2-STORY HEIGHT SPACING (O,C,) IN STEM WALL DEPTH WIDTH DEPTH WIDTH (2) #5 BARS FOR ONE STORY OR MATCH FILLED CELL 8" - 40" 100, 16" 101, 20" (3) #5 BARS FOR TWO STORY SPACING PER PLAN (2) #5 BARS FOR ONE STORY OR 48' - 64 10 20 10 , 20 „ (3) #5 BARS FOR TWO STORY 40 „ 72" - 80" 10" 30" 10" 30" (3)#5 BARS FOR ONE & TWO 32" STORY -i I— I GRADE WALL IS TALLER. = I =1 - - - _ °I GRADE CLEAN COMPACTED ��II��_ - I - CLEAN COMPACTED = I=III=I =1T7=I 1=I _- __ - CLEAN COMPACTED -_ I L=I (I= z = I FILL @ 95% STANDARD I - - - FILL @ 95% STANDARD �, _ = z I FILL @ 95% STANDARD 1 - _ _ - - z EXTEND REE 4 I= DENSITY ;1 I =I =I -, __. I- DENSITY _ I� T o DENSITY ; I I--- a _ g I SLAB PER MI CLEAN COMPACTED I�- F (- __ SPLICE AS R I I FILL @ 95% STANDARD SEE STEM WALL =III=I .� :.' -p. �? _ SEE STEMWALL `""' !-J'° cL I SEE STEM WALL _ ° . ° —w - (= AT EXT. WO( FE 11= I wp. - SCHEDULE FOR FILLED I I-p _, I SCHEDULE FOR FILLED -III I (( 4 - - -I i I-1 I -III III DENSITY SCHEDULE FOR FILLED _ 4 CELL SPACING,III- Ill_ _ _ _ -_ _ I LOCATIONS: 8„ 8" x 8" THICKENED FOOTING SIZE & 11= I =WIDTH _ - CELL SPACING, _ FOOTING SIZE, & -1 I 1=) - 111= 1= EDGE W/ (1) #5 CONT. I -I_= - TI— I FOOTING SIZE, & - I I III =) ^I i I- I -WIDTH I BARS TO TEf W/ 3" COVER TYP. REINFORCING -I I_ - - -III REINFORCING - -WIDTH - 1 I- I REINFORCING it - I I— I @SLAB LEVI Ti11 SBLOC F04 THICKENED EDGE @ GARAGE DOOR rSFO��STEM WALL FOOTING @ PORCH rSF06� STEM WALL @ GARAGE STEP DOWN rll)7�WOOD COLUMN AT ENTRY AT CHAIR SHE _ AT FINISHED SEE DOWEL PLACEMENT PLAN FOR F.C. SPACING ABOVE SLAB LEVEL EXTERIOR SHORING/ BRACING TO BE PROVIDED BY CONTRACTOR TO PREVENT STEM WALL 3/4"=1'-0"' 3/4"=1'-0" 3/4"=1'-0' 3/4 - 1-0 ELEVATION Zvi (•1) 3Fa 1 BLOWOUTS/ CRACKS CONT. I DURING BACKFILLING CONT. STEM WALL WOOD POST. PER NOTE: NOTCH IN TOP (2) #5 x 4'-0" PLAN FOR SIZE & BASE 3"FOOTING BEYOND PVC OR SCH40 SLEEVE CMU MASONRY PIER/ FOOTING IS NOT TO CENTERED AT PIPE CONNECTION SEE ELEV. FOR OR COLUMN W/ (1) #5 BE DIRECTLY BELOW p ' PENETRATION BILK WIDTH VERTICAL @ EACH I SEE NOTE 7 FOR GIRDER OR 4 a a '�- ��....�'7" ow... CORNER. INSTALL PLAN VIEW @ NOTCH ADJACENT TO AN : ° -°'. _ 4 _' CORNER - - CHAIR BLOCK AT TOP III -I I = 11 L I= \� REINFORCEMENT PENING WITH A w I = �° . 1�14 = = I 4' ° ° COURSE AND GROUT CONC. SLAB PER PLAN - \ GIRDER ABOVE I I II =I I 1'� SOLID. REFER TO IF W.W.M. IS USED, 4 DESIGN PLANS FOR TIE TO #5 CONT. IN 1=1 I I= I I \\ 3 - - _-III- f ° I • SIZE AND LOCATION CHAIR BLOCK - - -_ 1 1A INSPECTION 3 MIN COVER z a e -' ' = s CLEANOUTS REQ'D 00 -' - 1 4 4 III= I CONC. SLAB PER 1' '4 A ° I';. IF STEMWALL TALLER -_ (9 I I= „ VERIFY HARTWITH ----- p° 4 I I (-=_^ FOUNDATION <d REFER TO THAN 48" #4 TURN w 1- 1 FOR STEMWALLS > 40 a' �-- FOUNDATION PLAN x = 1 ° STEMWALL PER PLAN -1 I h I PLAN FOR FOOTING PAD BARS REQUIRED GRADE \\ . NOTCHED FOOTING @ CONDUIT =I I I PLAN FOR SEE FDN.I- °: 1° SIZE AND I-"`� = _ - I 4 . 4 ° 4 4: TOP (2) #5 X 4'-0" -I I SIZE & REINF. ° a : ��.. *� REINFORCEMENT AT I i I = I W 1 == = 1 I=I-= CENTERED AT PIPE _ - - COLUIMN LOCATIONS _ PVC oR SCH40 SLEEVE PIPE PERPENDICULAR TO FND — �n = I GRADE PENETRATION CLEAN COMPACTED rr TOP (2) #5 x 4'-0rr i I- - 1 - -I __ -- 4 PVC SLEEVE A/C o ' CENTERED AT PIPE CLEAN COMPACTED I 12"MIN. DEEP W/ FILL @ 95% STANDARI= I I o CHASE d •"° 4 - PVC OR SLEEVE FILL @ 95% 1 I= �' FOOTING PADGRADE DENSITY =I ° d—I _ •' PENETRATION _ _ III 1= NOTE: I=1 I =I I—111-=1= �I STANDARD _ — =III= I I=_I 1= ' ' . •. III= =1 I = . Q 4 • DENSITY = —I = I w DO NOT PENETRATE _ _ _ a _ - STEM WALL AT FILLED _ -_ - - _ _ (I I=I = I _ - _ (1}#5 STANDARD i- 1''4 = CHAIR FOR REBAR BY _ - -_- __==� =11=I' - I I= - I I -I I I HOOK FROM STEM SEE STEM WALL BUILDER _ - I I=III I I' CELL LOCATION I - - I - - 1 A =1 I I ° SCHEDULE FOR FILLED SEE STEM WALL (I I h 1 I 3" COVER TYP. _ WALL TO FOOTING PAD a �' ° I =-I I - I II _ EACH VERTICAL Q CELL SPACING, SCHEDULE FOR FILLED w ° =-SEE FDNIPLAN Q a� I=II (I LOCATION. SPACING WIDTH FOOTING SIZE, & CELL SPACING AND WIDTH FOR SIZE _-I -_-_ 'd I-1 I PER SCHEDULE REINFORCING FOOTING SIZE &REINF. � -1 I � ��d° . � d —=I I I- =10 TYPICAL FOUNDATION PENETRATIONS ' I I—III=III—I 1 I- SF0$ MASONRY COLUMN AT ENTRY STEM WALL SCHEDULE 3/4"=1'-011 JPIPVERTICAL THRU FDN PIPE PARALLEL TO FND 3/4"=V-0" 3/4"=1'-0° E v♦ u M o e� 8 O U 6 49 in W o ... p, a Z u.i Z Ur v 0 W � © W p � ti E Ll Q Z 0 M c O f-• J w Uj 0 m ~,.r (m0>-o 8 O waL. jj0 Q Z Q d w Y O ILL wO 0 �0Cgo. J W O w Ili . - Q�� 5 ,r w - H w = Id6 Z U M z o N � M LL uu� c� W �" � Q z F., U) rl O = O }- z >- ua`_�? w _j - Z O Q—V W z WWaa. r JZ2 Uj Uj - O F- -, > �[ OF pQ Wzo w ❑ 11�d' z 0 F w STRUCTURALENG BAD DRAFTING: w STRUCT: JW QC CHECK CC JOB No. DWH-0204748 SCALE: AS INDICATED DATE: 03/20/18 z w 0 in S3 ----- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. CONT. BOND BEAM W/ (1) #5 REBAR @ TOP (1) #5 FROM FTG. TO BOND BEAM SPLICE TO BE MIN. 25" GROUT CELL SOLID MASONRY WALL SEE PLAN i PAVERS OR GRADE - z 1 SEE PLAN w ?s CLEAN COMPACTED ry FILL @ 95% STANDARD Uj dUj �. DENSITY > 0 , 4 CONTINUOUS FOOTING wp SLOPE SLOPE CENERED ON CMU GRADE -. -- ��s@ — ..- WALL ABOVE WITH - —_ 1'1 �•;'': f ' ' ' :' ° FOUNDATION SIZE AND _ _ REQUIRED REINFORCEMENT PER ;lu= PRIVACY WALL SCHEDULE HEIGHT PER PRIVACY IDTH PER PRIVACY WALL SCHEDULE WALL SCHEDULE SF09 PRIVACY WALL FOUNDATION DETAIL PRIVACY WALL SCHEDULE FOUNDATION FOOTING DOWEL WALL HEIGHT (WIDTH x HEIGHT) REINFORCEMENT SPACING (3) #5's CONTINUOUS EQUALLY 0'-0" to 4'-0" V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. TRANSVERSE BAR @ 12" O.C. (3) #5's CONTINUOUS EQUALLY 4'- 1 to 5 -0 2'-0" x 1-0 SPACED & 3 COVER, W/ (1) #5 56 O.C. TRANSVERSE BAR @ 12" O.C. (4) #5's CONTINUOUS EQUALLY 5'-1" to 7'-0" 2'-6" x V-4" SPACED & 3" COVER, W/ (1) #5 32" O.C. TRANSVERSE BAR @ 12" O.C. - (5) #5's CONTINUOUS EQUALLY 7'- 1 - to 9 0 - 3 0 x 1 4 SPACED & 3 COVER, W/ (1) #5 24, O.C. TRANSVERSE BAR @ 12" O.C. • % 3/4"=1'-0" CONT. 1/2" X 10" FIBER EXPANSION 8" DEEP X 12" WIDE WHEN STEM WALL THICKENED EDGE HEIGHT IS 4'-0" OR W/ (2) #5 TALLER: CONTINUOUS BARS - #5 90-DEGREE HOOK W/ 3" COVER, TYP. �N, j BAR W/ 30" , OU PROJECTION INTO * SLAB & HOOK PER REBAR SPLICE SCHEDULE @ EA. °D j I= •,.... '• x ,� STEM WALL FILLED CELL. STEM WALL FILLED CELL SPACING i PER STEM WALL I SCHEDULE. CLEAN & I, ; ,III -III— COMPACTED FILL @ BUILDER MAY 95% STANDARD ALTERNATIVELY DRILL DENSITY & EPDXY (1) #5 BAR W/ 30" PROJECTION INTO SLAB AT EACH FILLED CELL LOCATION WITH SIMPSON SET EPDXY OR EQUIVALENT, 5" MIN. EMBEDMENT. SF18 ALTERNATE SLAB TO WALL CONNECTION 3/4"=1'-0" NOT USED FILLED CELLS TO BE AT EACH WALL CORNER, WALL HEIGHT TRANSITION AND END OF WALL, THEN SPACED AS INDICATED ABOVE PER HEIGHT OF WALL MASONRY COLUMN (8"X8" SHOWN) OR WALL PER PLAN PAVER EDGE °. CONFIGURATION (1) #5 CONT. BAR BRICK SOLDIER ON CHAIR. COURSE. REFER TO DESIGN PLANS SHOWN @ MASONRY COLUMN CONDITION -0GEOTEXTILE BY CONC. SLAB PER SLOPE OTHERS, TURN UP AT FOUNDATION PLAN SLOPE TO OUTSIDE AWAY @ SIDES z MI N. 1/4 EA. SIDE WALL CONDITION GRADE OR CONC. PAVERS W/ MIN. 2 3/8 ,...•., . "•:. . • ...:.,.:.,. •,•s' ' OF WALL U.N.O. ON , �� --- THICKNESS, PER PLAN. —_ — =,;. oo _ PLAN FOLLOW MFR'S. ; GRADE WRITTEN (1) #5 STANDARD rTI�I .�'` '' ;',d:;:;.`...;,;:;:;: SPECIFICATIONS FOR HOOK FROM STEM I_ I I_� • "�� _� w PAVER INSTALLATION WALL TO FOOTING PAD — - I- "� 1" TO 1 1/2" ( BEDDING EACH VERTICAL - = _ _ — 4Lz - SAND) LOCATION. SPACING —I—= I :MIN. I • a'�•' _ PER SCHEDULE (— I I= W TROWELED 4 < . ' I COMPACTED CLEAN COMPACTED -_ _=I —=I I '� GRADE U CONCRETE ' . 4 ° 4 I- w I I o I AGGREGATE BASE FILL @ 95% STANDARD _ — (HIDDEN) EDGE ;�I :4 o � I MIN. 4 �. DENSITY RESTRAINT — ° a I=WIDTHI — SEE STEM WALL I I � '-• III—� — -wp Q `' GEOTEXTILE AS SCHEDULE FOR FILLED a .` CLEAN COMPACTED REQUIRED TURN UP CELL SPACING, I I=I—I FILL @ 95% STANDARD AT SIDES OF BASE FOOTING SIZE, & DENSITY REINFORCING 6F11 FOUNDATION DETAIL AT PAVERS/ GRADE SF13 STEM WALL @ PORCH W/ SOLDIER 3/4"=1'-0" 3/4"=V-0 COLUMN AND BASE — -- WOOD COLUMN PER 4" BRICK w/ BRICK TIES CONNECTION PER COLUMN PLAN SEE FRAMING STAGGERED @ 26" PLAN TYPICAL 8" 10" LOCATION PER PLAN FOR REQ'D POST O.C. HORIZ. & 16" O.C. (2) #5 CONT. BARS MIN. MIN. DESIGN PLAN SIZE & BASE VERT. ON CHAIRS. 2" MIN. CLEARANCE CONNECTION CMU BASE W/ (2) #5 CENTERED BELOW BETWEEN FACE OF CAP/ ROWLOCK PER r r . VERTICAL FILLED COLUMN COLUMN BASE ARCHS i. i '� SOLID. SEE ELEV. FOR COLD SLAB PER CONNECTOR TO EDGE CONC. SLAB PER r°• r BASE SIZE FOUNDATION PLAN OF STEP IN CONCRETE FOUNDATION PLAN r (1) #5 CONTINUOUS @ SLAB r r TOP OF STEM WALL r ° r° AROUND PERIMETER ;; : ;',::;'.: ' •.,�:,...:<. '.:• :..*• ' z (2) #5 CONT. OF THICKENED EDGE COVER TYP, °d' FLASHING, GROUT SOLID BELOW (1) #5 STANDARD HOOK FROM STEM I I I I -III— I I=I I - .,. ''"' . N •- - = a °a ' 4 °� — 4 . ° < .° a . r . WEEP HOLES @ 24" O.C. WALL TO FOOTING PAD -I I- 8 L I = M w . ; °. r w a bo I e ;.a:..11. d r EACH VERTICAL MIN. ( = ( I 4 a 4tl It 4 LOCATION. SPACING ICI I '••�r• —_ _ PER SCHEDULE - _— GRADE I I Iw I (- MASONRY -I CLEAN COMPACTED — COL. U.N.O. (� i GRAD FILL @ 95% STANDARD DENSITY ;II —I — I a -I g — Z I• —I I— I I ;,,lt -�`' SEE STEM WALL WALL = I I=I 4 �w SCHEDULE FOR FILLED w I I Yir.ril• •4° I—N I I; R FILLED ;INGCELL SPACING, o °WIDTH IZE, & III —WIDTH II-_-- FOOTING SIZE, & NG �I — — — —I I h REINFORCING STEM WALL @ PORCH W/ SOLDIER & CLMN. SF1 MASONRY COLUNN W/ BRICK VENEER 3/4"=1'-0" J z a Co w � �i/ d00 ® / co .�- ®p o `�� •ws z o. C*Q N ® oZ Z J aq z d S La0 • aC 4( <L LL 00 W 3/4 =1-0 d O U O z � m C[ � 0 O U_ w ILL O cn z O O O a � U X O U) Q U) J a O U W W M Ir d U ° o z C[ Al., oq�. W z� �m a 0 Z ui z (D d U) L) FLu - O 0 Jew 02S W z E cn 0 Q z�rrn 6 ❑ 0M Q < Z OF-� Jm 2 U Q i- co-m" C O W ¢00w O Z d h 2 W O Q I� Z Q< LU R0 U.= E w W LU H U_ W o M z 0U� F=- U 0 'S w M .....• z (�* d CV rY M O U J Q LJ.. z Q W CL CL U_ 0 t� W M Q z 2 I- (n �1 o = _j °z W N z �Q?O Uj IL U z W U) �©WQ� O a W (.0 ---- Wd- z 0 F w STRUCTURAL ENG: BAD U_ DRAFTING: W O STRUCT: JW U QC CHECK: CC F- JOB No. DWH-0204748 J SCALE: AS INDICATED Q_______.___.. ___.._.._.___.____.._.._._ F- DATE: 03/20/18 z w d W S11 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 THE GROUT IS LEVEL WITH TOP OF BLOCK FOR AT CORNERS PRECAST "U" PROPER TRUSS/ FLOOR PROVIDE LINTEL W/ 3000 SYSTEM BEARING (MIN 3") STANDARD #5 psi CONC. PER HOOK BAR. LAP LINTEL PLAN. IF OTHER BARS INTO REBAR IS CORNER AS REQ'D INDICATED IN LINTEL, #5 TO BE HOOKED INTO SIDE VERTICAL e 4. ° 44'�.� •d: a .. -7 a.•A . a Q. a A <�9 ZBOTTOM STEEL IN LINTEL IF INDICATE - SHOULD HOOK INTO VERTICAL CELLS PER MD08 ki° ROUGH OPENING PER PLAN ° d A A ' METAL LATH OR WIRE SCREEN OVER COURSES NOT REQ'D TO BE FILLED. (SHEET METAL & PAPER FELT PROHIBITED) HOOK PER MD08 LU • 0 � � +rim Q. O A •° O LLJIQ W g W W d , CV = U) d A,<, zMOp W U) A A d I °o eo �.d...... • -6, ..�.. • r..,.�.'4J. . d p' J I A '• r, ° A 4 d A a . NON -SHEAR WALL AT OPENING TYPI AL SHEAR WALL SEGMENT TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" �. ., " r rrcr�ivi� mriLL rvtvviw ,; (2) 2x8 SYP #2 P.T. WOOD HEADER WINDOW BY BUILDER TURNED SIDEWAYS. ATTACH (2) 2x8 <..,:'•. SEE WF01/SD1 FOR A' ". SYP #2 P.T. HEADER TO MASONRY • MORE INFO ' 1 WALL W/ SIMPSON HU28-2 OR HUC28-2 HANGER @ EA. END. USING (14) 1/4" DIA. x 2 3/4" TAPCONS & (6) 10d NAILS INTO HEADER. NAIL EACH PLY AND _ EACH ADDITIONAL HEADER PLY W/ (2) . ROWS OF 1 Od NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING j MAX 4'-O REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS LINTEL W/ TRANSOM DETAIL 3/4"=1'-0" REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) GRADE 40 GRADE 60 BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE ""A"" "B" ""C" "D" "A"" O'B" ""C"" T" #3 1 7/8 4 1 /4 7 15 2 1 /4 4 1 /4 9 1 /4 24 #4 2 1 /2 5 5/8 9 1 /2 20 3 5 5/8 12 1 /2 32 #5 3 1 /8 7 11 3/4 25 3 3/4 7 15 1 /2 40 #6 3 3/4 8 1/16 14 30 4 1/2 8 1/16 18 1/2 48 #7 4 3/8 9 13/16 16 1 /2 35 5 1 /4 9 13/16 21 3/4 56 Ulb < a..: A + e e. LAP SPLICE EMBEDDED REBAR SPLICE DETAIL 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 BLEAR OPENING 8" UNFILLED 8F8-1 B / 8F8-0B 8F16-1 B / 8F16-0B 8F24-1 B / 8F24-0B 8F32-1 B / 8F32-0B 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 1"-6" 2231 3069 / 3069 6113 / 6113 8974 / 8974 10000 / 10000 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. 3'-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'" 488 1232 / 991 2661 348012580 143 5681 / 2698 6472 / 3685 ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 6'-2" 48$ 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'-0" 292 567 / 454 1366 / 1277 2423 / 1770 4006 / 2263 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS 10'-8" 277 492 / 352 1254 / 1132 2193 / 1567 3552 / 2003 SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY ITH SUPPLIER SPECIFICATIONS AND RDINATE WITH AS 12 -0" 239 418 / 297 1075 / 1045 1838 / 1446 2883 / 1848 7. LINTE SI SDHOU DO ERSHORED UP DURING CONST UCT ONOAS R QUIRED PERT HE R NTTEL © oo�N`'����'®'��i (0 12'-8" 0 369 / 261 1002 / 984 1697 / 1361 2630 / 1738 SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS �Gj e• .•''� 00 13'-4" 0 328 / 0 1234 / 0 1779 / 0 2662 / 0 = /V•e® 6-ee o c� 14'-0'" 0 292 / 0 1160 / 0 1660 / 0 2439 / 0 _:: 4✓ z 16'-0" 0 284 / 0 950 / 0 1379 / 0 1997 / 0 MATERIALS = O •z er 18'-0" 0 211 / 0 750 / 0 1177 / 0 1676 / 0 � + V A9L L p 0 142/0 598/0 1114/0 1468/0 z '•-, 7- Q 1. fc PRECAST LINTELS = 3500 PSI. O �fi e . q p 20'-0" 0 180 / 0 598 / 0 1024 / 0 1441 / 0 �'®. .•'' '' 2. fc PRESTRESSED LINTELS = 6000 psi. A.b ••®®®• O� o� 20'-8" 0 145 / 0 550 / 0 981 / 0 1376 / 0 p Ole i Q'� oo `� O 22'-8" 0 110 / 0 450 / 0 824 / 0 1147 / 0 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8 AGGREGATE AND 8 TO 11 SLUMP. RECESSED LINTELS -FILLED 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI. w CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-0B 8R22-1B/8R22-OB p 2"-411 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. 0 3'-0" 1230 / 1230 2769 / 2769 4085 / 4085 zLLJ X-41" 1081/920 2769/1716 4085/2839 LINTEL DESIGNATION SCHEDULE o I- 4'-4" 846 / 833 2121 / 1716 3127 / 2839 F =FILLED WITH GROUT m Q 5'-4" 664 / 572 1761 / 1761 2595 / 2595 LINTEL 6'-41" 526 / 434 1539 / 1539 1329 / 2267 MARK REQUIREMENTS U = UNFILLED o R = RECESSED & FILLED WITH GROUT 7'-4" 480 / 322 1334 / 1334 1964 / 1552 O 8'-4" 415 / 235 1152 / 1152 1694 / 1552 O 8R6-1 B/1T QUANTITY OF #5 REBAR @ U_ BOTTOM OF LINTEL CAVITY W 0 8F8-1B/1T 8F16-1 B/1 T 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 0 z NOMINAL HEIGHT O O 8F16-1B/1T co Z O TYPE DESIGNATION NOMINAL WIDTH -> O e 8R14-0B/1T a 0 $F16-0B/1T r 1-1/2" CLEAR X U 8F20-1B/1T Q (9 0 W 0 H 8F20-OB/1T I=- _ #5 REBAR AT TOP MIN. (1) REQ'D Q ¢ C.M.U. _ O 8R22-1B/1T - `g GROUT u� O 8F24-1B/1T z ° #5 REBAR AT BOTTOM OF LINTEL CIO CAVITY O $R22-OB/1T �I`-`---�I` BOTTOM REINFORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) U O 8F24-06/1T 8" NOMINAL WIDTH z W N0 ry ¢ 8R30-1B/1T FILLED `l V_ W . P 8F32-1B/1T 1-1/2" CLEAR a ° a M O 8R30-0B/1T Q (z9 A: U A ' �� 0 z #5 REBAR AT TOP MIN. (1) REQ'D O GQ z ° 0 8F32 -06/1T v cn z ZC.M.U. U I ,t°s I 8F38-1B/1T � g L6z o L z° O 8F12-1B/1T O 8F40 -0B/1T �I` BOTTOM REINFORCING PROVIDED U J 7-5/8 ACTUAL IN LINTEL (VARIES) Ow 8F8 -013/1T 8" NOMINAL WIDTH U rz W J - o UNFILLED ---I U) W o'E SAFE LOAD TABLE NOTES I— Z O O J LL c°00 _.'- SAFE 0�m-' LLI z J co 0 >- o 1 ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED Q o O LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL 0 O ��- w o RECESSED LINTELS BASED ON 4" NOMINAL BEARING. ¢ �,. J Z Q < W Y 0 E 2. 0 =NOT RATED. 0 h OU O 0 g °" LO 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. I j W < W o 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM FOR Z 0 v `- 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING h 0 ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. 2 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. W CM ^� 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY Qom. --�-• CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF M SUPPORT. OU 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. Q J LL 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. z O w tYUrl I WALL LEGEND U_13 0 w MQ z 0 = 9'-4" T.O.M. = INTERIOR/EXTERIOR Q Q BEARING WALL (OR LINTEL O J IF REFERENCED ON SHEET S4). VERIFY HEIGHT W/ z W ARCHITECTURAL PLANS ? W I.— U.N.O. Q Z O WW�Ll I-- _3 Z W 0 LL! � F- 0 O Q 0) Wzo r- --�-- w WOP+Wd' z `V^ W STRUCTURALENG: BAD Q c/) DRAFTING: -STRUCT: JW V QC CHECK: CC W JOB No. DWH-0204748 Q SCALE: AS INDICATED z DATE: 03/20/18 LINTEL PLAN.. re 1 /4"=1'-0" i H S4 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 STANDARD 90° HOOK 3/4"=1'-0'" STANDARD '180° HOOK #3=2%" #4=2%" #5=2Y" #6=3" #7=3%" TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN BLOCK BELOW IS NOT REQUIRED TO BE FILLED STANDARD 90 DEGREE HOOK TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL W/ 3000 psi CONC. W/ (1) #5 DIA. REBAR �— STD. 90 DEGREE ANGLE 3000 psi CONC. W/ (1) #5 DIA. REBAR 8"x8"x16"CMU U.N.O. INDICATES FILLED CELL FROM FTG. TO TIE BEAM W/ (1) #5 BAR W/ 3000 psi CONC. SEE MD08 FOR LAP INFO. PROVIDE CLEAN OUT OPENING @ GROUT FILLED CELL AND REBAR (TYP). MORTAR JOINTS SHOULD NOT BE CUT SEE FOUNDATION FOR FOOTING Q In 16'-0" WALL LEGEND 2x12 SYP#2 LEDGER. ATTACH EA. TRUSS VERTICAL USING (3) a'x 4 "' SIDS SCREWS @ 16"o.c. MAX. 2x12 SYP#2 JOISTS @ 24"o.c. w/MID-SPAN BLOCKING. ATTAI EA. END OF JOIST USING SIMF w/(12) SD #9 x 1 z" SCREWS B2x1 @ 9'. ATTACH BEAM 1 CMU USING HG/ = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL FLOOR SHEATHING PER WATERPROOFING PLAN, ATTACH PER NAILING BY OTHERS SCHEDULE ROOF SHEATHING PER PLAN ATTACH PER MID -SPAN BLOCKING. NAILING SCHEDULE ATTACH w/(3)10d TOE - TRUSS PER PLAN NAILS EA. END 9'-4" 2x12 SYP #2 JOISTS @ 24" o.c MAX. ATTACH EACH END CMU WALL a. B2x12 WSIMPSON A35 USING (12) BEYOND TYP. TRUSS #9 SD x 1" SCREWS CONNECTION PER PLAN BALCONY DETAIL 3/4"=1'-0" H z w 04 N 0 W®®``�rrruis'���o� w 00 �,°° �� .••e z eq e z ,- • • • U d z C 4C�e O Ole 0 0 U 0 z O W � Ot] Q 0 I- 0 W z 0 z 0 CL MIN. B2x8 TO SUPPORT STAIR LANDING FRAMING. ATTACH TO CMU USING HU48. ATTACH TO p TRUSS BOTTOM CHORD USING Q W HU44 3T01/ST1 FOR LANDING ~ r INFORMATION LU _I a 0 U > MIN. B2x8 TO SUPPORT STAIR zLu LANDING FRAMING. ATTACH TO CMU USING HU48. ATTACH TO Cn TRUSS BOTTOM CHORD USING w U o HU44 ¢a U o A d 0 o O _ U �� 0 Z Z IY OIL Z w O� (� F- U J LL (� yJ U M W _j od E h Z w E ¢ // ��/ r/ E Z U 0 M ~~¢ J 00 7 U_ O W J I— cooN 00 LL m O I— LL 0v U) O r � ui -0 U Z z�Z z E � 5 ` a o � W a W W I.- W M o 2 U Z 0 w M ¢ � N a 0 M U U J LL z Q °w La! 0 0 z W M Q z O 2 = O }- Z W3� � Sao° W w a r�� ZG waW0� �> Q 0 Uj -- W z w O--._.-__.._._-.._.._..___.__..._._.__._..._._.. STRUCTURAL ENG: BAD U DRAFTING: w -STRUCT: JW U QC CHECK: Cc JOB No. DWH-0204748 Q SCALE: AS INDICATED -- — - E' z DATE: 03/20/18 FIRST FLOOR FRAMING PLAN IF) w 1 /4"=1'-0" S5 NOTE SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND —� COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 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 BWZ 16" SPF SP4 W/(6) 10d x 13" NAILS SP4 W/(6) 10d x 13" NAILS 570 pif MID -SPAN BW3 16" SPF SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 13" NAILS 570 pif 3rd. PT. BW4 12" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN 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 12 NAILS SP4 W/(6) 10d x 13 NAILS 760 plf ard. PT. BW7 16" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN NAILS NAILS BW8 16" SYP SP4 W/(6) 10d x 1z' NAILS SP4 W/(6) 10d x 4' NAILS 664 plf MID -SPAN BW9 16" SYP SP4 W/(6) SP4 W/(6) 664 plf 3rd. PT. 10d x *NAILS 10d x 12' NAILS BW10 12" SYP (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN NAILS NAILS BW11 12" SYP SP4 W/(6) 10d x 13 NAILS SP4 W7(6) 10d x 12 NAILS 886 pif MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 11" NAILS SP4 W/(6) 10d x 12' NAILS 885 pif 1 3rd. PT. BW13 16" SPF SP4 W/(6) SP4 W/(6) 280 plf MID -SPAN 10d x 12" NAILS 10d x 12" NAILS @ 32"o.c. @ 32"o.c. BW14 12" SPF SP4 W/(6) �� 10d x 13 NAILS SP4 W/(6) ��� 10d x 1-1 NAILS 380 If p MID -SPAN @ 24"o.c. @ 24"o.c. STANDARD BEARING WALL W/STRAPS NOTES 1. VERIFY w/PLAN FOR WALL SIZE. ASSUME 2x4 STUDS U.N.O. 2. ALL LUMBER TO BE EITHER SPF #2 OR SYP #2 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W/ (3) 12d TOENAILS. 3. CONNECTORS ARE TO BE INSTALLED @ EA. STUD U.N.O. @ 2x6 STUDS. USE SP6 AND @ 2x8 WALLS USE SP8 INSTEAD OF INDICATED SP4. 4. IF BEARING WALL IS NOT CALLED OUT CONTACT E.O.R. 5. IF "BW" CALLED OUT ON 2nd FLR. SEE PLAN FOR STUD TO STUD CONNECTIONS. 6. MID OR 3 PT. BLOCKING TO BE 2x W/(2) 12d TOENAILS EACH END. 7. BASE PLATE TO BE ATTACHED TO FOOTING USING 2' J-BOLTS OR EPDXY ANCHOR @ 4" FROM EA. END OF BASE PLATE & WALL OPENINGS & AT 32" o.c. W/ 7" MIN. EMBEDMENT. 8. NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE REQ'D. IF BRG. WALL IS INDICATED W/BW1, BW4, BW7 OR BW10. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE TO BE TONAILED/ENDNAILED TO THE PLATES & THE 2x P.T. BASE PLATE CAN BE ATTACHED W/HARD CASED GUN NAILS AND WILL NOT REQ. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL NOTES. 9. FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03/SD1 U.N.O. ON PLAN. 10. AT HEADER LOCATIONS WITHIN BEARING WALLS SEE DETAIL WF09/SD2 U.N.O. ON PLAN. 11. COLUMNS WITHIN BEARING WALLS w/UPLIFT THAT DO NOT SHOW A BASE CONNECTION: CONTRACTOR TO INSTALL SP4/ SP6/ SP8 AT EACH STUD TOP/BOTTOM AND HAVE A J-BOLT OR EPDXY ANCHOR WITHIN 6" FROM THE COLUMN. 12. IF PLUMBING IS TO BE RUN THROUGH BEARING WALL, CONTACT E.O.R. FOR FURTHER REVIEW. 13. AT NON -BEARING WALL LOCATIONS 2x4 SPF#2 STUDS @ 24"o.c. MAX. ARE ADEQUATE. AT NON -BEARING HEADERS USE (2)2x4 FLAT w/(3)12d TOENAILS EA. SIDE AND CRIPPLES AT 24"o.c. AT 2-STORY OPEN AREAS INSTALL NON -BEARING WALL STUDS @16"o.c. A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) AND SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1-1/2" GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER (2)12d TOENAILS OR SIMPSON DTC CLIP. ATTACH BASE PLATE WEITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. COLUMN SCHEDULE (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN O(2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN O8x8 SYP #2 P.T. COLUMN ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x5-1/4" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x7" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x9-1/2" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-1/4" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET 1/4" X 9 1/2" ENGINEERED LUMBER COLUMN PER STRUCTURAL O5 COVER SHEET STANDARD COLUMN NOTES 1. NAIL ALL BUILT-UP STUDS PER DTL. WF08/SD3. 2. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD BE P.T. OR WOLMANIZED. 3. CONTRACTOR TO USE ABU BASE CONNECTORS @ SPF/SYP SOLID POSTS. AT EXTERIOR CONDITIONS 4x4: ABU44 w/(12)16d NAILS & §8. ' EPDXY ANCHOR w/MIN. 7" EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & 5" EPDXY ANCHOR w/MIN. 7" EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)8" EPDXY ANCHORS w/ MIN. 7" EMBEDMENT 4. POST/LVL INSTALLED WITHIN BRG. WALL TO BE WITHIN TOP AND BASE PLATE U.N.O. ON PLANS, 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ LENGTH 8d .131" x 21' 10d .148" x 3" 12d .148" x 31" 16d .162" x 32" 8d RING SHANK .113" x 28" NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ: IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE VALUES VALUESSPF(Ib) TAG SIMPSON CONNECTOR TYPE SYP(Ib) META16 w/(8) 10dxl�' NAILS OR META20 w/(8) 10d x 13" NAILS' FRAME TO CMU 1450 1450 (2)META16 OR (2)META20 (1)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (1)ply 19 (1)ply 19 85 (2)ply TRUSS (14) 16d x 13" NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 13" NAILS OR H10A 1015 H10A 1140 ❑3 (2)ply TRUSS H10A-2 w/(18) 10d x 13" NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 HTS20 w/(24)10d x 12 NAILS FRAME TO FRAME 1245 1450 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (2)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 2490 2900 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) aH2.5A w/(10)8d FRAME TO FRAME 535 600 MTS12 w/(14)10d x 13" NAILS FRAME TO FRAME 860 1000 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) RMGT w/(22)10d g' EPDXY ANCHOR w/SIMP. SET EPDXY MIN. FRAME TO CMU 3140 3140 12" EMBEDMENT HTT4 w/(18)16d x 23" NAILS & � EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 3640 4235 EPDXY MIN. 7" EMBEDMENT 10 R HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/SIMP. SET FRAME TO CMU 6280 6280 EPDXY MIN. 5" EMBEDMENT 11 HTSM16 w/(8)10d NAILS & (4) 4'x 2a' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833pif 928pif 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3456 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 18 REPDXY LTT20B w/(10) 10d NAILS & 8" EPDXY ANCHOR w/SIMP. SET COLUMN TO FTG.OR 1290 1500 MIN. 7" EMBEDMENT CMU HTT4 w/(18) 16d x 22' NAILS w 8' EPDXY ANCHOR WSIMP. SET 19 EPDXY MIN. 7" EMBEDMENT - AT LVL / PSL COLUMNS USE COLUMN TO FTG. 3640 4235 18 #10xl-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'b.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2-PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 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)10d NAILS & (14)1"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)10d PLATE NAILS & (18)4"x2j" TAPCONS ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2xl2 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)j"x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl 1.25 (2)1.75"xl1.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)a'x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl1,875 (2)1.75"xl1.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)T"x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5xl6 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)�'x2t" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"xl6" 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/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/3" FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2" FLITCH PLAT ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2xl2 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.25xl 1.25 (3)1.75"xl1.25" LVL ATTACH KING STUDIO HEADER w/(12) 16d NAILS H3x12 (3) 2xl2 #2 SYP w/ 3" FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO 3'-11" 1 1 4'-0" TO 7'-11" 2 2 8'-0" TO 9'-11" 2 3 10'-0" TO 12'-0" 3 4 ROOF NOTES: 1. THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN. 2. TOP PLATE HEIGHTS VARY. SEE BUILDING SECTIONS, WALL SECTIONS AND ELEVATIONS FOR BEARING HEIGHTS. 3. TRUSS SPACING SHALL BE 24" O.C. MAX. UNLESS OTHERWISE NOTED, CONVENTIONAL FRAMING SHALL BE 16" O.C. MAX. OR AS OTHERWISE NOTED. 4. FRAME WALLS UP TO UNDERSIDE OF ROOF TRUSSES AT ALL NON -BEARING WALLS AND AT VOLUME AREA UNLESS NOTED OTHERWISE. STUDS CAN BE 24" O.C. W/ SINGLE TOP AND P.T. BASE PLATE LEAVE 1-1/2" GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS TO NON -BEARING WALL w/ SIMPSON DTC OR (2) 12d TOENAILS. 5. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 6. TRUSS MANUFACTURER TO INSURE DESIGN CONSIDERATION TO THE FOLLOWING ADDITIONAL LOADS: A) ALL CEILING HUNG SOFFITS AND SOFFITS WITH CABINETS AS SHOWN ON PLANS. B) ATTIC LOCATED HVAC UNITS AS SHOWN ON PLANS. 7. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. 8. GC REQ'D TO PROVIDE PERMANENT BRACING/ BLOCKING PER BCSI 1 (CURRENT EDITION). SEE COVER SHEET NOTES FOR MORE INFO & STANDARD DETAILS IN THIS DRAWING SET FOR ADDITIONAL BRACING/ BLOCKING INFO. 9. ALL TRUSS -TO -TRUSS CONNECTORS ARE TO BE PROVIDED BY TRUSS SUPPLIER. THIS INCLUDES BUT IS NOT LIMITED TO PIGGY BACK TRUSSES AND VALLEY TRUSSES 10. USE 5/8" TYPE X GYPSUM BOARD ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. 11. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR ID'S, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL. AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEE'S MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED W/OUT WRITTEN APPROVAL FROM MCD. 12. IF DESIGN DOCUMENTS INDICATE THAT AN A/C UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 751b MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/C UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR A/C SUPPLIER. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP---- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES ROOF & EXT. WALL NAILING SHEATHING NOTES ROOFS: ROOF SHEATHING TO BE 15/32" OSB (WITH SHINGLE), 5/8" OR 19/32" OSB (WITH TILE) FASTENING WITHIN 4'-0" OF EAVES TO BE 4" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. FOR ALL OTHER AREAS NAIL @ 6" O.C. AT ALL SUPPORTED EDGES AND 6" O.C. IN FIELD. SHEATHING TO BE PLACED WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CLIPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CLIPS TO BE SPACED NO MORE THAN 24" O.C. GABLE ENDS: ALL SHEATHING TO BE MIN. 15/32" O.S.B. AND SHALL BE NAILED (1) ROW @ 3" O.C. AT TOP PLATE AND (1) ROW AT BOTTOM PLATE OF WALL, 6" O.C. ALL OTHER EDGES AND 6" IN FIELD. BLOCKING SHALL BE PLACED AT ALL SHEATHING JOINTS. EXTERIOR WALLS: SEE WF10/SD3 FOR MORE INFO. NAILS: NAILS USED IN ROOF SHEATHING APPLICATIONS SHALL BE 8d RING SHANK NAILS. ALL OTHER SHEATHING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE -TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS SHALL BE IN ACCORDANCE WITH ASTM A 153. APA SHEATHING NOTE: 24/16 SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS. BLOCKING TO BE 2X4 ATTACHED AT EACH END WITH (3) 10d TOENAILS. FLOOR FRAMING NOTES GENERAL NOTES 1. FLOOR JOIST/TRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOIST/TRUSS CO. 2. REFER TO TRUSS MANU, DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS REQ. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. 6. G.C./BUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD NOTES & CONNECTOR LEGEND. w L � ° Q a o O ° 111 O U .o U o W z❑z C Uu zz Z Of Wh 0 U C.� uj F- U W od W z E rry � 8 <C � ....I �� Z U - V O5 M.0-• UI H (on mL-Ljw c J(A�v $O z O ¢=0�<..0 U) o I- �: 2 w a U Z z�Zu,z E �Oaga ° O 0 w LU W z Q X M ©V d P F- = Z w00 �,.. � N 0 0 M U U 4 J z 0 w a U Li 171 0 0 W M Q z O = O�- z W = J 'Q ? O zLU W � 2 = UpW W < LU o 0 Q W z (D U w STRUCTURAL ENG: BAD U DRAFTING: w X -STRUCT: JW U QC CHECK: CC JOB No. DWH-0204748 U Q SCALE: AS INDICATED H z DATE: 03/20/18 w 0 w 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. NOT H2x6 CONTINUOUS HEADER NOTE: COLW DIRECTLY OIS BELOW EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING SPACING INTERIOR ZONE END ZONE 8'4" 2x4 SPF #142 16" O.C. MAX 16" O.C. MAX 9"-01 " 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'4" 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 10'-01" 2x4 SPF #142 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 MAYBE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: B WALL LEGEND L� = 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. ROOF PLAN( E: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND ---- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 /4"=1'-0" t_ tv to r 00 •• 4 y z° \ • r U_ P •W 00 0 Oe Ole i i 1>; W W i U o Z 0 J r O> M� 06 W Z 5, r (D Q N Ql LL Z o0>�0 i W L.j., " 0 -ir¢ 8 —15 Z 4< W Y 0 O� 0 M CL J LU Q j a Lon W OVo O i cM N i M .J LL J LLB O 0 LU M Q I"• U) 11 i = - J �= WL lee. Yazo LU w, as I- -�SWQ< 1Q W/nl— s \� > o a w� i i J STRUCTURAL ENG: BAD DRAFTING: -STRUCT: JW j QC CHECK: CC JOB No. DWH-0204748 SCALE: AS INDICATED --- ---- ------ _.---------- ..-m.,... DATE: 03/20/18 S5,2 I Mw 04 aq II 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 . . r. a w _._ 2x6x12 P.T. SYP #2 .. � • " . ' ` Q CENTER BUCK ,... .ice+-�'�.'.. �' ': �'• ..:..,a : '' __ ...... . ._. __- ____ 1/2" J-BOLT W/ 5 1/2" ^--� EMBED. ;�. '• (1) #5 IN TIE BEAM ._--�.-- • 2x P.T. SYP #2 NAILER (1) #5 BAR IN PRECAST �..--1/2' MIN OF OPENING W/ (1) 1/4"x2-3/4" LINTEL 4" MIN. FROM TAPCONS @ 24' O.C. & FACE OF CMU 4" FROM ENDS ..�,; ; h•.. (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. z g WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR • : '� :.' ENTIRE COLUMN TO _.. BUCK, EA. SIDE OF OPENING. FIRST ANCHOR BE GROUT FILLED w (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" .. U.N.O. vWi BELOW TOP OF BUCK. SPACE REMAINING ANCHORS ,... . (1) #5 VERTICAL IN 9 @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY ,..I .. GROUT FILLED CELL (IF ;0 CD BUCK TO CMU ATTACHMENT REQ'D PER PLAN) LOCATIONS PER GARAGE DOOR h. - o MFR.'S WRITTEN SPECIFICATIONS NOTE: SEE MD08 ON W ca >_,_ COw O 45 DEG. BEVEL CUT LINTEL PLANc - 2x6 P.T. SYP #2 BUCK QEND, 1 1/2" ABOVE 9.,7 GARAGE F.F., EA. SIDE SECTION OF OPENING VERTICAL REINFORCEMENT DETAIL fib�0GARAGE 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" 0. 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. 2x BLOCKING MIN 2x4 STUDS @ 16" O/C 2x P.T. PLATE 1/2" x 8" A.B. OR TITEN HD @ 32" O.C. & 6" FROM EA. END, CENTER ON BASE PLATE TOP KNOCK OUT COURSE W/ (1) #5 CONT. F1 KNEEWALL ABOVE MASONRY WALL F01 DORMER FRAMING DETAIL LINTEL (SEE PLAN) 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. ARCH PER ELEV (2) - 8d EACH END END VIEW w/ CMU ---- HEADER (SEE PLAT ----- 7/16" O.S.B. EA, SIDE ARCH PER ELEV 2x BLK'G. TO O.S.B. (2) - 8d EACH END END VIEW w/ WOOD 3/4"=1'-0" 12 (TYP) SEE ELEV. DOUBLE 2x TOP PLATE IF REQ'D, PROVIDE CLOSURE WALL w/ SINGLE TOP AND BASE PLATE w/ (2) 16d NAILS TO TRUSS. STUDS @ 24" O.C. & EXT. SHEATHING INSTALLED PER NAILING PATTERN CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS 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 SEE GE02/SD2 FOR OUTLOOKER OR SHEATHING CANTILEVER VALLEY TRUSS EXT. SHEATHING; ATTACH PER NAILING SCHEDULE CONT. PLYWOOD ROOF - SHEATHING PER NAILING SCHEDULE OR OPT. 2x4 BLOCKING PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24" O.C. W/ (2) 16d NAILS TYP. ATTACH TRUSS TO TRUSS BELOW USING (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. STD HOOK 2x PT STUD OR ALTERNATE 1x PT FURRING TO CMU W/ 2x FRAMING PER PLAN TYPICAL FILLED CELL W/ 3000 psi CONC. W/(1) #5 REBAR VERT VERIFY W/ PLAN FOR REQ'D LOCATIONS CMU WALL AS REQ'D PER PLAN 4) EQ. SPACED �' TITEN HD ANCHORS W/ AN. 12" 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 PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR 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" 191, 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" 121, 2x8 3/16" x 3 1/4" 12" O.C. 2 OPENING SIZE AND NOTES: LOCATION PER PLAN 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF (TYP). WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE 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 P.T. BUCKS PER STRUCTURE BY OTHERS IN THIS CASE. SCHEDULE 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILS STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL P.T. BUCK. 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS 3/4"=1'-0" % 1/2"=1'_0" SHEATHING PER PLAN STRUCTURAL SEE TYPICAL HEADER SHEATHING PER PLAN TYP. TRUSS TO FRAME SHEATHING FRAMING DETAILS FOR TYP. TRUSS TO FRAME CONNECTION PER TYP. TRUSS TO FRAME ' ADDITONAL CONNECTION PER STD. CONNECTOR CONNECTION PER i INFORMATION STD. CONNECTOR NOTES STD: CONNECTOR (HEADER CAN BE NOTES FRAME OUT TO BLOCK NOTES i EITHER UPSET OR (2) 2x PLATE EDGE AS REQ'D FRAME OUT TO BLOCK DOWNSET) FRAME OUT TO BLOCK EDGE i EDGE AS REQ'D 2x W/ (2) 16d TOE NAILS EACH END LAST STUD OF LAST STUD OF KNEE WALL JOINING KNEE WALL JOINING (2) 2x TOP PLATE LAST STUD OF KNEE WALL UP TO MAIN HOUSE UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN (3) 16d COMMON JOINING UP TO MAIN HOUSE i WALLS SHALL BE (2) 2x #2 SYP SEE PLAN WALLS SHALL BE I FOR BEAM SIZE (ONLY NAILS (TYP,) WALLS SHALL BE ATTACHED (2) 2x TOP PLATE i ATTACHED TO MIN. FOR BEAM SIZE ATTACHED TO MIN. IF OPENING PROVIDED TO MIN. (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT (2) 2x FULL HEIGHT i PER PLAN) WALL STUDS W/ (2)-16d NAILS i WALL STUDS W/ WALL STUDS W/ @ 12" O.C. � I (2)-16d NAILS @ 12" (2)-16d NAILS @ 12 2x4 SPF #2 KNEE WALL O.C. I/ O.C.O/ STUDS @ 16" O.C. 2x4 SPF CONT. MIN. 2x4 SPF #2 KNEE WALL (2) 2x #2 SYP SEE PLAN I 2 1/2" i STRUCTURAL BLOCKING ATTACH TO WITH STUDS @ 16" O.C. W/ FOR BEAM SIZE I 1/2" x 8" ANCHOR BOLT SHEATHING FROM i 7/16" OSB W/ (2) 8d STRUCTURAL SHEATHING I MIN. 2x4 SPF #2 KNEE I OR TITEN HD @ 32" TOP OF WALL TO NAILS ON BOTH SIDES FROM TOP I BUILDER FRAME WALL WITH STUDS@ I O.C. & 6" FROM EACH BOTTOM OF WALL. j 7/16" OSB EACH SIDE, OF WALL TO BOTTOM OF BEAM. ATTACHED PER RADIUS AS REQ'D I 16" O.C. W/ STRUCTURAL I END 2x PT BOTTOM ATTACHED PER ,.a NAILING SCHEDULE W/ 6d NAILS @ 16" O.C. NAILING SCHEDULE SHEATHING ON BOTH I PLATE OTHERWISE SP2 CLIPS TO SIDE & TOP NAILER OTHERWISE SP2 CLIPS SIDES FROM TOP OF BUILDER FRAME PRECAST LINTEL L OR EACH STUD TO BEAM 2x BUCKS, EACH STUD TO DOUBLE TOP WALL TO BOTTOM OF RADIUS AS REQ'D KNOCK OUT COURSE ABOVE AND SP1 CLIPS PLATE AND SP1 CLIPS EACH BEAM. ATTACHED PER EACH STUD TO _ STUD TO BOTTOM PLATE NAILING SCHEDULE MASONRY WALL BOTTOM PLATE fi�(AKNEEWALL AT DOWNSET BEAM fiFO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL 8d NAILS @ 4" O.C. CONY. FRAME OR VALLEY TRUSSES PER PLAN i (3) 16d NAILS J `--- 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 z if 'El PLAN MASONRY v a rGEOkGABLE END AT VALLEY FRAMING J 3/4"=1'-0" SHEARWALL & EXTERIOR WALL SHEATHING SHEATHING NAIL VERTICAL HORIZONTAL FIELD BLOCKING REQUIRED SIZE SPACING SPACING SPACING REQ'D. 7/16" ALL STRUCTURAL 1 8d 3" O.C. 3" O.C. 12" O.C. EDGES SHEATHING HORIZ. EDGE NAIL SPACING NOTE: PROVIDE BLOCKING • @ ALL SHEATHING • 1„=1'-0" CONNECTION TO TRUSS 3/4"=1'-0" - • • • LU 2x STUDS @ 16" O.C. FOR KNEE WALL w • LSTA18 @ 32" O.C. STUD TO PRE-ENG TRUSS, SLIT O ROOF SHEATHING FOR STRAP > MID -SPAN WALL BLOCKING U.N.O. DCONT. ROOF SHEATHING NAIL PER PLAN F • PROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END SEE PLAN FOR NAIL SPACING REQUIRED STUD OTO TOP CHORDS OF TRUSSES BELOW WHEN @ 12" IN FIELD SPACING BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS D BELOW AND CONNECT w/ HTS20 @ 32" O.C. • .STRUCTURAL SHEATHING O PRE-ENGINEERED ROOF TRUSS PER PLAN BELOW • FOOTER PER PLAN F 2x PLATES OVER ROOF DECK PER VALLEY •27 X • O ` IJL FRAMING DETAIL H AL\ O DOUBLE TOP PLATE K SIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR B SEE PLAN FOR REQUIRED ANCHOR BOLT O RAFTER ( BUILT UP STUD SPECIFICATIONS COLUMN EACH END OF SHEAR WALL HOLD DOWNS AS REQ'D. PER PLAN COMMON TRUSS PER PLAN OR CONV. FRAMING w/ � � C OJ PER PLAN STRUCTURAL SHEATHING PER PLAN AND ROOF ' FINISH PER ARCHITECTURAL PLANS E OCURVED ROOF TRUSSES PER PLAN OR CURVED RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING P NAILED @ 6" O.C. STAGGERED G NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D WO TYPICAL SHEAR WALL SEGMENT 1/2"=1'-0'" NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF 3/4"=V-0" 3/4"=V-0" c PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION. INFO SEE ELEVATION TOP OF MASONRY SEE ARCH PLANS FOI OVERHANGINFO ELEVFOR O.H. TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID W WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS wkl. EXT FINISH PER PLAN fV �. MAIN FLOOR ELEV 0'-0" CONC. SLAB - VERT REINF. BEYOND SEE FOUNDATION PLAN FOR MORE INFO MASONRY WALL PER PLAN SEE FOUNDATION DETAILS FOR FTG INFO S01- TYPICAL ONE STORY CMU WALL SECTION I� WMR & ASSOCIATES, LLC is strictly prohibited. 3/4"=l'-0" ! i N 00 • � *0eq 40 `Z •Vj N .�. sZ �( e 0. 0 :.� O j W n � V > Co > $ o Z a _m W 0 z U_ U) C) c� Jew 0 �_ W Z UO_ c C 1 W JN` H�00= 0�m_j u, W Z _.,I �A�o OO m � DzzE VO crU_ Oa W Q w LO - _ Z 0 u M � N C co L J U_ r I']_ LL 0 W M Z _ _j >- w y H W C � D O LLI l W � IL 0- 1 r v Uj p _ W „dF- ? o Q Ld ---- W 0 � �t u 0 u 3 STRUCTURAL ENG: BAD 0 DRAFTING: u e-STRUCT: JW a QC CHECK: CC - - --- C JOB No. DWH-0204748 J SCALE: AS INDICATED t DATE: 03/20/18 u u SD1 SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON H10A DIAGONAL TO BEAM BEAM CONNECTION SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK O.C. NOTE: ALL GABLE ADJ. BAYS @ EA, DIAG. AS SHOWN. FASTEN BRACING IS TO BE ROOF SHEATHING TO BLOCKS W/ 8d NAILS @ SHEATHING NOT REQ'D SYP#2 OR BETTER 6" O.C. (4) BAYS MIN (1) BAY AFTER BRACE IS TO BE CONT. @ THE REQ'D) TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. (5) 16d NAILS BRACE TO EXT. SHEATHING; BLOCKING ATTACH PER PLAN FRAME WALL CONNECTION CONTRACTOR TO FIELD VERIFY WHICH CONDITION IS REQUIRED. CONTACT FOR FOR ADDITIONAL INFO AS REQ'D SIMPSON A23 @ EACH A35 DIAGONAL TO MAINTAIN 3 1/4" BRACE TO PLATE TRUSS BOT. CHORD CLEARANCE BETWEEN 1/2" J-BOLTS w/ INSIDE FACE OF CMU AND CENTERLINE OF WASHERS (MIN. 6° EMBED) MIN. 6 FROM 2x4 SYP #2 BRACING @ J-BOLT EACH END AND 32" 24" O.C. FOR FALSE BM LU w O.C. MAX. ATTACHMENT w/ (3) 10d z_ TOENAILS EA. END 2x8 P.T. PLATE, CANT. M 2x TOP PLATE TO i U_ FOR CLG. NAILING Y GABLE END W/ 16d SURFACE o NAILS @ 6" O.C. PROVIDE 16d NAILS O FRAMING FOR FALSE iL L GABLE END TRUSS TO BEAM, IF REQ'D w/ (3) PLATE @12" O.C. MAX. a' ' HGA10 @ 32" O.C. 10d NAILS @ EA. TRUSS BRACE TIE BEAM COURSE w/ 2x4 STUDS @ 24" O.C. CMU WALL OR LINTEL (1) #5 CONT. w/ SINGLE BASE & TOP FALSE BM PER PLAN BELOW PLATE w/ PLYWOOD IF REQ'D SHEATHING COVERING CMU WALL CONNECTION CLEAR SPAN CONNECTION 'NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING' GABLE END @ FLAT CEILING CONNECTIONS 2x4 BLOCKING @ EA. OUTLOOKER (MAX, ROOF SHEATHING ROOF SHEATHING PER SPAN 2'-0") w/ (2) 16d 2'-0" MAX. PLAN END NAILS EA. END 2x4 OUTLOOKER @ 24" O.C. MAX. w/ (2) 16d END NAILS TO TRUSS 1'-9" MAX, 01 TRUSS PER PLAN OL VARIES 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 EO GABLE END @ VAULTED CEILING 3/4"=1'-0" PROVIDE 2x4 BRACE TO EA. ADJ. DIAG. FASTEN TO DIAG. W/(2) 16d NAILS. GABLE BRACING @ 48" O.C. NOT REG'D 6' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO 4'-8" NO BRACE REQUIRED 4'-8" < H 4- 7'-0" (1) 2x4 BRACE 7'-0" < H 6 9'-4" (2) 2x4 BRACE (SEE SECTION A -A) 9'4" < H64'-0" STRONGBACK W/ (1) 2x4 BRACE 14 0 H_18 8 STRONGBACK W/ (2) 2x4 BRACE WHERE O.H. IS > V-01', DROP GABLES w/ OUTLOOKERS @ 24" O.C. TO RUN 1'-0" MAX PLYOOD CANT, O.H. BACK TO 1 ST COMMON TRUSS WITH SEE ELEV. FOR (3) 12d TOENAILS. CONNECT TO O.H. SIZE DROP GABLE WITH H2.5 CLIP. MAX 2'-0" O.H. i IM SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS 2x4 ATTACHED TO EA. GABLE 2x4 BRACE WITH (2) 10d NAILS 2x4 BRACE IF REQ'D (1) A23 FROM STRONGBACKTO SEE CHART. DIAGONAL 10d COMMON NAILS @ 6" O.C. GABLE VERTICAL 2ND 2x4 BRACE IF REQ'D, SEE CHART A -A GABLE VERTICAL BRACING GABLE END BRACING �.--- PROVIDE 2x BLOCKING FOR NAILING ter.--- (2)16d NAILS PLT. TO STUD TOP & BOTTOM (TYP.) (END NAIL PLTS. TO STUD) `�-- 2x FASCIA w (2) 16d END NAILS @ EA. OUTLOOKER SIMPSON H2.5(TYP.) HOLD WALL 3-1/2" TRUSS PER PLAN DOWN FOR OUTLOOKER 2x6 10d COMMON NAILS @ 8" O.C. 3/4"=1'-0" 2x4 BLOCKING (2) "I" ' NAILS, TOENAILED Z CONT. 2x4 2x4 BLOCKS, (2) 16d NAILS @ EA. END. f— 2x4 DIAGONAL BRACE BLOCK ADJ. BAYS @ @ 48" O.C. TO 3RD BAY EA.DIAG. AS SHOWN. SHEATHING PER PLAN REQ'D w/ FASTEN ROOF STRONGBACK, SEE SHEATHING TO 1'-0" MAX PLYWOOD CANT. O.H. CHART BLOCKS w/8d NAILS SEE ELEV. FOR ��- GABLE BRACING (+) @ 6" O.C. O.H. SIZE SEE CHART WHERE O.M. IS > V-0", W________ ___--_._.__—_______-_....._. z DROP END GABLE w/ J OUTLOOKERS @ 24" < O.C. TO RUN BACK TO STRONGBACK IF z ST COMMON TRUSS w o```®>�`, '''� CD ��� REQ'D PER WITH (3) 12d TOENAILS. a5 �cs ®° ° LU C CHART CONNECT TO DROP W` ° ��/�°° n- o GABLE WITH H2.5 CLIP. '; MAX 2'-0" O.H. � �° z : z ° A GABLE END _ z U SHEATHING FASTEN PER z0 r� c EACH END.AT 24" O.C. ROOF SHEATHING PER PLAN TRUSS PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d 2x4 #2 SYP P.T. NAILS INTO TOP PLATE BLOCKING @ 24" O.C. (2) 16d TOE NAILS W/ (2) 12d END NAILS BRACE TO LEDGER @ EACH END DOUBLE TOP PLATE 2x4 LEDGER W/ (2) 10d NAILS @ EACH WEB z EXTERIOR SHEATHING. TRUSS PER PLAN ATTACH PER PLAN ng- FROM TOP OF WALL W TO BOTTOM W SHEATHING PER PLAN 2x8 #2 SPF STUDS AT 16" O.C. 1/2" x 8" J-BOLT @ 32" DTC CLIP, (2) 8d NAILS O.C. AND 6" FROM EA. INTO BLOCKING, (2) MASONRY WALL OR 2x8 #2 SYP PT. BASE END w/ NUT & WASHER MASONRY WALL OR 3/16" x 2 3/4" TAPCONS LINTEL SEE PLAN PLATE W/ 1/2" x 8" LINTEL SEE PLAN a' ANCHOR BOLT OR MSTAM-24 TYP. EA. i IN CMU. OR SIMPSON SIDE OF EA. STUD. META16 TITEN HD @ 32" O.C. & CENTERED BETWEEN 6" FROM EACH END FRAME AND WALL SPLICE DETAIL CMU SEE WALL STD CONDITION @ CMU VAULTED CONDITION @ CMU SPLICE FOR REQ'D FLASHING TRUSS PER PLAN ^IR 'Ir-OV1,4 DTC, (2) 8d ILS INTO BLOCKING, 8d NAILS TO TOP %TE TRUSS PER PLAN USS PER PLAN ADTC CLIP, (2) 8d NAILS INTO BLOCKING, (2) 3/16" x 2 3/4" TAPCONS IN CMU. OR SIMPSON �— 2x4 SYP #2 BLOCKING, META16 @ 24" O.C. @ 24" O.C. W/ (2) 12d END NAILS @ EACH END. WALL SHEATHING PER LAY 2x4 BLOCKING OVER THE TOP OF THE PLAN LINTEL PER PLAN BOTTOM CHORD. 2x WALL, SEE PLAN '0 ATTACH W/ (2) 10d NAILS @ EACH TRUSS @ 24" O.C. STD CONDITION @ FRAME WALL BEARING CONDITION @ CMU WALL NON -BEARING WALL CLIP DETAIL — 1= CONT. 2x4 ,��,. 'o�,��' °°�«G'*°���� Q z it w (5) 16d NAILS BRACE 2x4'S @ 24" O.C. X°�� _`'�--- o�� Q 0 v�a�d�l �^��e m U_ TO BLOCKING GABLE END LU PROVIDE 2x4 BRACE SHEATHING FASTEN ❑O TO EA. ADJ. DIAG. PER PLAN 0 FASTEN TO DIAG.w/(2) z 16d NAILS. SPLICE AS REQ'D p J W n Q ---- SIMPSON H10A DIAG. ¢ [] TO BLOCKING o 0 Uj GABLE BRACING @ 48" ' — PROVIDE 2x BLOCKING O.C. MAX. 45° FROM FOR NAILING o HORIZONTAL (+/- 10°) z BRACE NOT REQUIRED � Z 6' FROM EAVES. TRUSS PER PLAN O 0 SEE PLAN FOR a CL SUPPORT AND TIE w DOWN OF JACK = U PROVIDE BLOCKING TRUSSES O W BETWEEN TRUSS BAYS @ 48" O.G. FOR FIRST 3 = BAYS SEE GABLE WALL PER PLAN ~ CONNECTION DETAIL FOR REQ'D (FRAME WALL SHOWN; CONNECTIONS MAY ALSO BE J MASONRY) q 'NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING' > ❑ W GEO GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4 =1 -0 o Ng t A .r 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 0 Gp o U) z z0 W U� ROWS 12d NAILS O F_ Z (2) Q GO STAGGERED @ 12" a W Z O.C. EA. FACE OR (3) w V, ROWS 12d NAILS X STAGGERED @ 12" U LLI J O.C. FOR 2X10 OR ❑ Q rn w GREATER HEADER Q 06 W 0- m 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 U)0 d U_ 0 Z 0 Q 00 W LU F_ W J H I— W LU ry W ""� n y Z H _J = Z O V Q Z Q z �' N rn 6 U 6 `" m CO N 05:0>-8 o Q 0 0� V 8 z a z LU z E Q LL W Y r 0 0 g a W M 0 U OR GREATER HEADER DOOR SIM TO r,, ..,......, SEE HEADER WF01/SD1 z .�.... SCHEDULE FOR 0 HEADER CONNECTION 0 co INFORMATION U LSTA30 HEADER TO 2X STUDS TYP. z LL STUDS U,N.O, o 0 FILLING AND BILKING AS REQ'D W/ (2) ROWS Q_ U_ OF 12d @ 16" O.C. TO ATTACH JAMB STUDS (/� M Z HEADER UNO PER WF08/SD3 W z 2X STUDS TYP. BASE PLATE TO BE e( _ O ATTACH JAMB STUDS ATTACHED TO FTG USING 1/2" 0 J-BOLTS ❑ .J Q z L PER WF08/SD3 OR EPDXY ANCHOR @ W BASE PLATE TO BE 6" FROM EA. END OF W J . Q Z` O ATTACHED TO FTG BASE PLATE &WALL O USING 1/2" J-BOLTS OR OPENINGS & 32" O.C. IL o z Uj W G. CL EPDXY ANCHOR @ 6" W/ 7" MIN EMBED. & 2" Q W Z 1 FROM EA.. END OF BASE` DOOR WASHER. AT SLAB OPENING STEP DOWNS, EMBED. I-- En x (� J Lu Q PLATE &WALL OPENINGS & O.C. W/ MUST BE 7" BELOW uJ C7 32" STEP 0 Q W 7" MIN EMBED PER BRG 0 a, ---- WALL SCHEDULE. AT I*-W 't SLAB STEP DOWNS, P.T BASE PLATE w a. EMBED MUST BE 7" z M MIN. BELOW STEP P.T BASE PLATE ......�...-W . SP4 @ BASE OF EA. PER HEADER SCHED. THEN STUD U.N.O. SEE ATTACH ADDIT'L KINGS AS BEARING WALL REQ'D. SCHEDULE FOR SP4 @ BASE OF EA. W o cn STRUCTURAL ENG: BAD DRAFTING: STUD U.N.O. SEE W BEARING WOOD WALL ❑ -STRUCT: JW SCHEDULE ON NOTES & c~j QC CHECK: CC CONNECTOR LEGEND W JOB No. DWH-0204748 SHEET F_ SCALE: AS INDICATED Q MORE INFO. 1=- DATE: 03/20/18 z W TYPICAL HEADER DETAIL W i \ / 3/4"=1'-0" 1/2"=1'-0" U) z Li 4 F_ COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. DOUBLE 2x4 TOP NAIL FIELD INSTALLED NOTES: PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE PLATE TOP PLATE TO FRAME 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN WALL OR PRE- 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION BEAT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS PROVIDE 2x4 ON TOP �� �� EDGE DISTANCE LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE OF 2x8 TO PAD OUT ASSEMBLED WALL 3) FOR 5-PLY, PROVIDE 1/4 DIA. x 5 1/2 LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) OUTSIDE (2) 2x4's �� 2 1/2"' EDGE PER DETAIL INSTALL SIMPSON TOP PLATE. ATTACH PANEL W/ (2) 10d NAILS 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4 PSPN516Z W/ (12) 16d W/ (2) 10d NAILS 3" O.C. @ 8" O.C. (FOLLOW 1" EDGE 1 1/2" EDGE NAILS TYP. TOP & BOT. (SOLID BLOCK W/ 2x6) NAILING + • ATTACH 2x4 STUDS TO REQUIREMENTS THIS „ + (2) 10d NAILS @ 3" O.C. DETAIL FOR ALL TOP 10d x 3 COMMON w 10d x 3 + TOP PLATE W/ (3) 12d �--- WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT PLATE SPLICE p + • • THEN (2) ROWS 10d ALL LOCATION LOCATIONS) ❑ 2 1/2" z w z 2„ NAILS @ 8" O.C. H w z III 2 1/4 z cv OTHERWISE 2x4 WALL BEYOND 8 �7 N 1 1/2" w N U cv ¢ Q AGAINST 2x8 STUDS N, - `� �- �8, ATTACHED PER N N N a o T MjN (WF08/SD3) :, . N 10d x 3" COMMON 0o w • OVERLAP TOP PLATE a AT CORNER 10d x 3" COMMON OPP. J TOP SPLICE @ SIDE z z p 10d x 3" OPP. SIDE Q DOUBLE 2X4 TOP NAIL BOTTOM PLATE U U U ATTACH 2x8 STUDS TO O I I a I I a I I ? a w ,11111A1r N PLATE TO EACH PLY OF BUILT z TOE -NAILS TTOP PLATE YPICAL d UP COLUMN BELOW W/ Q ``e```�e�� �,'/'®� W N ATTACH 2x4 STUDS TO O_ TOP PLATE W/ (3) 12d • • AT ALL LOCATION � W �5,..• •.•• o ? (2) 10d NAILS w •• _ a oo A TOE -NAILS TYPICAL AT °° ,=,` �;' • z ALL LOCATION TOP SPLICE 10d x 3 COMMON • <t, CL DISTANCE PER N r.. . �o � OPP. SIDE DETAIL ;Z a z U TOP PLATE CORNER TRANSITION DOUBLE 2x8 TOP BOTTOM SPLICE OVER � Sv Q Q � STUD PLATE (2) 2x4's (2) 2x6's (2) 2x8's „ Cr: z INSIDE PLY NAILS NAILED AT 8 O/C • 5 <Z (2) 2X COLUMN STAGGERED, OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2X'S p� �'•.•• •®.•°���` Q X w �? +®•®.®•• ® J TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL TOP PLATE SPLICE @BRG. WALL fiFO TYPICAL BUILT-UP STUD COLUMN DETAIL (3+) 2x COLUMN �'®�i'®e®1 p0�e®`® m 'l 'ilu 3/4"=1'-0„ 1-1 /2"= V-0° O U MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & BUILDER NOTE: z 2x DBL TOP PLATE 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT o o , ° , ° , ° D= NAIL SPACING SOFFIT FRAMING NOT o W OR HORIZONTALLY TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ `r Y11 o o o<(BEYOND71170 M N PER NOTE #2 REQUIRED WITH ALUMINUM 3 O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. d D OR VINYL SOFFITS m w O = 2Q NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d M I I SHEATHING PER PLAN OV Sc OV Sc ROOF SHEATHING, d I - - - TT -fl 1T - I1- WALL SPLICE, v _j NAILS 3" O.C. WALL DOUBLE TOPD/2 I I `�� < N qeT ROOF SHEATHING, .4 FAQ qe STRUCTURAL-- FIELD w z Q @FN ,qA O <F <,qA TO FASTEN PER PLAN SHEATHING VERIFY IF REQUIRED d p w PLATE PER PLAN GT TR FASTEN PER PLAN 'vGT TR O p h �- = 0 NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS y u y C� ATTACHED PER w ---- -- I I I I I I I I w w� p� 3" O.C. IN HORIZONTAL CONDITIONS O,c S OFF S' NAILING SCHEDULE i U. a- (0 z ® NIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" o.c. DOUBLE NAIL EDGE SPACING °'y y 2x4 FRAMING @ 24° T 11 III I I I I WALL SHEATHING O s U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS 2x4 FRAMING @ 24" O.C. MAX. — 2x4 #2 SYP CONT. W/ p III III I I I I I I SPLICE, SEE SPLICE O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO SHEATHING PER PLAN 3/8" S= NAIL SPACING O.C. MAX. PROVIDE (4) 10d x 3" (2) 16d COMMON � III III I I I I I DETAIL. MAX 1/8" g „ s S PER NOTE #1 2x SCAB w/ 10d NAILS OPENING SPACE BETWEEN w w HEADER W/ 8d NAILS @ 3 O.C. (2) ROWS @ TOP & MER, z III III I 4 I I w � BOTTOM M - - - - - - _ NAILS AT JOINT NAILS EA. STUD OR O PANELS z U) o 0 o P@ER-ENG TRUSSES PROVIDE JOINT x3 > O III I I I I I I I I NAILS AT JOINT TYPTRU• MAX. 2MEM4" 0,C.). 2x SCAB w/ 10d NAILS O III 3 III I II II SINGLE NAIL EDGE SPACING PER PLAN a �- _ @ 4"" O C �. IF MASONRY, USE (2) TYP. ❑ O EXTERIOR SHEATHING 1/4" TAPCONS W/ AROUND III I I I I I I i_ O TRUSS CONNECTION PER-ENG TRUSSES MIN. 2" EMBED. @ 24" w 2x STUDS BEYOND, 0 NOTE: III OPENING III I I I I I I SEE PLAN FOR MORE IX "- PROVIDE PIECE OF PER PLAN 2x FASCIA III _ III I I I I I INFO z � O SHEATHING BETWEEN MIN. 15/32" OR 7/16" STRUCTURAL 1 SHEATHING. SHEATHING TO BE 2x FASCIA PER PLAN O.C. o � w - cn EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS W III 71- — III I I I I I I w >= o EXTERIOR WALL LEDGER TRUSS OR ROOF SHEATHING & BLOCKING. HORIZONTALLY PER PLAN TO LEDGER a Gi I I I I I I I I � w W i= 2x4 PT LEDGER W/ SYSTEM z J x O SHEATHING TO HAVE 1/4" x4"' TAPCONS 12" 2x4 LEDGER W/ (2) 16d f- I ILL - _JJ _ _ - 1L - -IL F- O 1/8" MAX GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND @ - - - - - - - - - - ❑ us m SAME THICKNESS & 2x FRAME WALL PER NAILS @ 16" O.C. WOOD/MASONRY 's N MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/8" GAP O.C. U - - - - - - - - - - u- O w O STRENGTH ORIENTATION PLAN WALL OR TRUSS, �- III AS EXTERIOR WALL BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED SEE ELEV. FOR SEE ELEV. FOR SEE PLAN - FLOOR SYSTEM - - w CL - - - SHEATHING O.H. SIZE Q.H. SIZE JOINT, MAX. 1/8" GAP CUT TO FIT 1 2x BOTTOM PLATE STUD PER PLAN NOTE: CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS CONDITION @ C p A I I\ A/ q I 1 C O A I D I �' I O A 1 @ F R A p A E\ A/ A I 1 0 BEYOND SEE PLAN ARE OVERDRIVEN THE ENTIRE SHEET OF SHEATHING IS TO BE �N� �./ WALL CONDITION FRAME WALL p W OPENINGS IZE 2x6 BLOCKING PLACED (2) ROWS OE 8d NAILS REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS Q W SHEATHING DIAGRAM FLATwISE wi (2) 16d @ 3° O.C. TOP & BOT. OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS M fiF1 EXTERIOR SHEATHING SCHEDULE _ NAILS EACH END OF SHEATHING SPLICE F1 TYPICAL SCAB OVERHANG D02 LEDGER LOW ROOF W SCALE. 3/4 -1 0 GYPSUM WALLBOARD SHEATHING SPLICE DETAIL 3/4"=1'-0" V SEE ROOF SHEATHING, 2x4 #2 SPF w0 `r r pq g ; o SEE TRUSS PLAN FOR SEE TRUSS PLAN FOR BLOCKING O.C.cn J PLAN NAIL PER PLAN 2 2x BUILT-UP COL. @ 24" z O MORE INFO & MORE INFO & w/ (2) 16d END NAILS O U DOUBLE TOP PLATE CONNECTION CONNECTION EACH END x x cn °e�°� _ SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE ++ 10 EACH STUD 2 12d NAILS 2x12 BOX MDR w/ 2x8's Z ° EACH END TOP & BOT., 2x8 TO 2x8 #2 SPF VERTICAL 2x4 #2 SPF a Z PRE-ENGINEERED SIMPSON LSTA30 W/ 2x12 w/ 10d X 3" NAILS @ 24"" O.C. w/ EXT. BLOCKING @ 24"" O.C. w Q U ROOF TRUSS -SEE SIMPSON 10d NAILS (ALL z @ 6" O.C. 2x12 AT SHEATHING PER w/ (2) 16d END NAILS ❑ (n U M FRAMING PLAN FOR CORNER CONDITIONS S WALL TO PRECAST + +* + NAILING SCHEDULE & EACH END U o ��� SPACING EXTERIOR SHEATHING STRAP AROUND a LINTEL w/ (2)ROWS OF (4) 12d NAILS EACH SEE TRUSS PLAN FOR 2x8 TO UNDER SIDE OF W (p � E w 1/4" x 4" TAPCONS @ 2x4 #2 SYP P.T. @ EA. TRUSS MEMBER MORE INFO & , + ROOF SHEATHING c~n � H z cn 8 SEE PLAN FOR NAIL PER PLAN TALLER STUD) � 16" O.C. MAX. CONNECTION STAGGERED TRUSS w/ (4) 12d NAILS 2x8 w/ (2) 10d NAILS @ x x CONNECTION * ❑ Z U a o M INTO TRUSS & (3) 12d EACH VERTICAL SEE WALL CLIP DETAIL U) J c o r - W 2x BRG WALL, SEE i i 8 PLAN FOR STUD SIZE & TOENAILS INTO OTHER FOR MORE INFO 0 mi � Or - 2x TRANSOM BETWEEN TRUSS TRANSOM BETWEEN O W SEE FLOOR PLAN FOR LINTELS LINTELS 2x8 #2 SPF VERTICAL 2x8 #2 SPF VERTICAL z J Z _ p z O L.U. o LINTEL PER PLAN „ 0 � SPACING. MIN (2) 2x @ 24 O.C. w/ EXT. @ 24 O.C. w/ EXT. _ Z z D z Lu z E MORE BRG. WALL INFO LINTEL PER PLAN I SLOPE AS REQ'D LINTEL PER PLAN SLOPE AS REQ'D LINTEL PER PLAN �= W <C ¢ w Y O SHEATHING PER SHEATHING PER U U. W z 2x6 #2 SYP P.T.CONY. 2x6 #2 SYP P.T. CONT. U O W UNDER GIRDER TRUSS U.N.O. NAILING SCHEDULE & NAILING SCHEDULE & w/ (2) 1/4" x 3 1/2" • ' w/ (2) 1/4" x 3 1/2" '' (4) 12d NAILS EACH (4) 12d NAILS EACH _j W ~ 2x BLOCKING TAPCONS @ 12" O.C. TAPCONS @ 12" O.C. TRUSS MEMBER '� TRUSS MEMBER (TOP = W O 0 SIMPSON LSTA24 EACH (2) 2x TOP PLATE SPACED EVENLY SPACED EVENLY AND BOTTOM CHORDS _ VERTICALLY VERTICALLY ALONG W/ WEBBING) F- STUD ATTACH 2x TO 2x6 2x8 w/ (2) 10d NAILS @ 2x BRG WALL, SEE PRE-ENG. ROOF BUILT-UP W/ (2) 2x8 w/ (2) 10d NAILS @ 2x8 w/ (2) 10d NAILS @ POCKET SGD EACH VERTICAL 2x8 w/ (2) 10d NAILS @ v M PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS POCKET SGD 3" O.C. TO EA. 2x6 POCKET SGD EACH VERTICAL ATTACHMENT BY POCKET SGD EACH VERTICAL zQ..... SPACING. MIN (2) 2x STAGGERED @ 8" ATTACHMENT BY VERTICAL ATTACHMENT BY BUILDER ATTACHMENT BY ❑ CV UNDER GIRDER TRUSS SEE PLAN FOR O.C. BUILDER BUILDER BUILDER M U.N.O. CONNECTION U „J U W F1 SECTION @DOUBLE BEARING F1 STEP @BEARING FRAME WALL S01 HEADER @ POCKET SLIDER W/ TRANSOM S02 HEADER @ POCKET SLIDER W/ TRANSOM S03 HEADER @ POCKET SLIDER SO4 HEADER @ POCKET SLIDER z 3/4"=1'-0" 3/4"=1'-0" 1 /2"=1'-0'" 1 /2"= V-0" 1 /2"=1'-0" 1 /2"=1'-0" w 0Q. 0 0 LL CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN 2x6 SYP #2 LEDGER. BEAM INTO LONG SPAN AS INDICATED ON BEAM TO STUDS w/ (2) 1/4" X Z W M z 4/z' SIMPS. SDS (� SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN SCREWS @ 16 O.C. STRAP IS NOT REQUIRED. MAX.; J Q PT. POST (AS NOTED) EXTERIOR WALL/TRUSS TO GABLE END STUDS 0LLF W/ (2) 1/4" X 3'/a"" SIMPS. z W t~- EXT. AS NOTED SDS SCREWS @ 16" 2x6 COLLAR TIE HALF WAY w -j z 0 O.C. MAX.; UP HEIGHT OF VALLEY. I FASTEN w/ (5) 10d COMMON I O I ❑ > Q IZ LAP BEAM PLYS AND TO MASONRY w/ 2x6 w W NAIL AS SHOWN (5) PT SYP #2 LEDGER w/ z W 1 12 NAILS @EACH END (TYP.) ❑ Q W 0.131 x 3 1 /4" NAILS (2) 1 /4" x 2 3/4" I— „ j Z PER PLY 4 (MIN.) TAPCONS AT 12" O.C. ~ CLIP FROM 2x6 RAFTER TO 2x8 RIDGE i V 0 LLI F- HTS20 SIMPSON H3 CLIPLU POST TO BEAM SHEATHING PER PLAN BOARD W/ A35 ON ONE SIDE EXTERIOR BEAM AS 2x4 SYP #2 LEDGER. OF RAFTER. ATTACH A35 ON I 0 0 � Q d. TO STUDS OR BEAM w/ (4) 10d NAILS FOR ADJ RAFTER TO OPP SIDE I o Q ti W NOTED PLAN VIEW @TOP OF POST CONV. FRAMED PT POST AS NOTED (2) 1/4" X 4%."SIMPS. (AS SHOWN) ( ) MEMBERS ONLY I � Uj � ABU POST BASE SDS SCREWS @ 16"Fn (AS NOTED) O.C. MAX.; - - - - - - - - - - o "" TO GABLE END STUDS. 5/8 THREADED ROD w/ , „ FASTEN SYP OR SPF 2X6 (MINDRAFTING: � � STRUCTURAL ENG:. BAD w/ (2) 1/4 X 3/z SIMPS. V-0"" MAX WIDTH) PLATE THRU O.S.B y Q. NUT SET IN ADHESIVE SDS SCREWS 16" ( << JP�� ? STRUCT JW @ FASCIA PER SHEATHING THICKNESS PER O.C. MAX.; COMMUNITY SPECS PLAN) TO PRE-ENG TRUSS TO MASONRY w/ 2x4 PT 2x4 SYP #2 OR = : _ - BELOW W/ 1/4"x4-1/2" U QC CHECK: CC a 2X8 RIDGE BOARD \ a I I a SYP #2 LEDGER w/ 1/4" PRE-ENGINEERED SIMPSON SDS SCREWS 2x6 JOB No. DWH-0204748 �.. I a a SEE FOUNDATION x 2 3/4" TAPCONS 12" cn - --- - - ----- - '� @ ROOF TRUSSES 24 PLATE TO TOP CHORD OF FASTEN CONV. 2x VALLEY RAFTER SCALE: AS INDICATED a I I / PLAN FOR ADDITIONAL O.C. @ EACH TRUSS BELOW �4 I I i O.C. MAX. 2x6's @ 24" FRAMING (OR PRE-ENG VALLEY TRUSSES) <C -- �, INFO DESIGNED FOR z DATE: 03/20/18 SIDE VIEW @�3ASE OF POST SIMPSON H3 CLIP O.C. MAX. TO 2x PLATE WITH SIMPSON MTS12 OR SHINGLE ONLY LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. w RAFTER TO PLATE CONN. D0 CORNER COLUMN FRAMING D01 TYPICAL SHED ROOF DETAIL CF01 FLELD FRAMED VALLEY DETAIL - NOT USED W 3/4"=1'-0" 1/2"=1'-0"' 1/2"=1'-0" � SD3 F- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: ALL FLOOR PRE-ENGINEERED TRUSS STRAP - SEE PRE-ENGINEERED NOTE: NOTE: TRUSSES TO BE P.T. IF ROOF TRUSS - SEE FRAMING PLAN FOR ROOF TRUSS - SEE WHEN 3 OR MORE WINDOWS ARE IN A ROW ONLY JAMB STUDS BETWEEN WHEN 3 OR MORE WINDOWS ARE IN A ROW ONLY JAMB STUDS BETWEEN NO MOISTURE FRAMING PLAN FOR CONNECTIONS FRAMING PLAN FOR WINDOWS) CENTER. WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE. LSTA30 STRAPS TOP AND BARRIER (FELT PAPER LOCATION & SPACING LOCATION & SPACING BOTTOM AND ALONG EACH SIDE W/ (2) A34 CLIPS OF OPENING TO TRANSFER BOTTOM AND ALONG EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER OR SIM) IS PROVIDED STRUCTURAL COL PER LATERAL LOADS LATERAL LOADS TRUSS STRAP - SEE STRUCTURAL COL PER PLAN FOR SIZE AND PLAN FOR SIZE AND I REQ'D # OF STUDS FRAMING PLAN FOR REQ'D # OF STUDS ' CONNECTIONS DOUBLE 2x TOP PLATE DOUBLE 2x TOP PLATE SOLID SHEATHING @ SOLID SHEATHING @ 2x BOTTOM PLATE 2x BOTTOM PLATE HEADER HEADER PRE-ENGINEERED 3/4" FLOOR SHEATHING 3/4" FLOOR SHEATHING SIMPSON SP4 W/ (6) F SIMPSON SP4 W/ (6) SHINGLE OR TILE PER ROOF TRUSSES AT 24 ATTACHED PER ATTACHED PER << 10d x1-1/2" @ 24" O.C. �'<< S 10d X1-1/2" @ 24" D.C. ARCHITECTURAL O.C. NAILING SCHEDULE NAILING SCHEDULE SIMPSON LSTA24 r (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 tiFFr (USE SP6 @ 2x6 STUDS ELEVATIONS. STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP NAILS. BEND STRAP PRE-ENGINEERED TYPICAL TRUSS TO OVER TOP PLATE MAX. OVER TOP PLATE MAX. ROOF TRUSSES 24" SIMP. HTT4 3" THEN RUN DOWN (2) 2x SPF TOP PLATE 3" THEN RUN DOWN (2) 2x SPF TOP PLATE @ FRAME CONNECTION. 1„ U.N.O. ON PLAN U.N.O. ON PLAN W/(18) 16d x 22 NAILS FACE OF JAMB STUDS/ FACE OF JAMB STUDS! HEADER - SEE 2ND _.._ .._._ ..._... - O.C. SEE STANDARD TO POST U.N.O. ON HEADER HEADER - SEE 2ND HEADER - ( FLOOR PLAN FOR MIN. �C CONNECTOR NOTES FLOOR PLAN FOR MIN. HEADER SIZE &REQD z r�11111111/ FRAMING PLAN) & HEADER SIZE & REQ'D w .N 1s! 04 TYPICAL TRUSS TO ALL THREAD W/7" MIN. EXTERIOR SHEATHING JAMB STUDS w e��Zk1l.ro �'® co 1 SIMPSON LSTA30 � JAMB STUDS FRAME CONNECTION.REFER TO PLAN FOR EMBEDMENT INTO TIE O FROM TOP OF WALL N��5 ..SEESTANDARD BUILT-UP COLUMN FLOOR TRUSS SEE ( tiBEAM USINGSIMP.'SET STRAP CENTERED TO BOT. RIBBON/ EXTERIOR SHEATHING w `` � •.�CONNECTOR NOTES INFO. EPDXY FLOOR TRUSS PER BETWEEN COLUMN FRAMING PLAN FOR BEAM) ATTACHED PER FROM TOP OF WALL ,� .o PLAN AND GIRDER/BEAM NAILING SCHEDULE7. IF HEADER IS UPSET TO BOTTOM OF FLOOR %� .: 'Tez CONNECTION INFO. AND WINDOW IS SYSTEM (RIBBON / Li :Z U PRE-ENG. FLOOR PROVIDE SOLID BELOW W/ (22) 10d ui BEARING SEE DETAIL WS1ITWIS (2) 2x SILL AT WINDOW LOWER: (1}2x SILL BEAM) ATTACHED PER IF HEADER IS UPSET � eC 3 v o J SYSTEM- IF NO FLOOR BLOCKING BELOW NAILS FLOOR GIRDER OR W/ 2x CRIPPLE STUDS AND WINDOW IS z ! 2.:� z Q SEE PLAN _ SYSTEM INSTALL SHEET FOR MORE INFO PLATE W/ (2) 10d NAILING SCHEDULE. .'> COL. EVEN WITHIN BEAM; SEE PLAN AT EA. END NAILED TO LOWER: (1) 2x SILL O 'i '® ,.• 9 KNEEWALL &PROVIDE FLOOR TRUSS MASONRY WALL SEE TOENAILS. EXT. • `� SOLID BLOCKING PLAN FOR MORE INFO STUD PACK W/ 10d HEADER OPENINGS PLATE EXT. w '''�0'��•®• �C PRo� , Q 0 •..•••.. UNDER COLUMN NAILS @ 8 O.C. THEN LESS THAN 4FT:(1) 2x ®/ \® ABOVE fi—SO4TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM STUDS @ 16" O.C. SILL PLATE W! (2) 10d HEADER OPENINGS ®®®1111111f �e�� m U- DBL. TOP PLATE ATTACH SILL W/ (2) 10d TOENAILS. OPENING LESS THAN 4FT:(1) 2x w SEE ARCHITECTURAL 3/4"=1'-0" 3/4"=1'-0" PLAN FOR OVERHANG HDR. PER PLAN BAND JOIST & BLKG TOENAILS AT EA. END SILL PLATE W/ (2) 10d 0 OR LVL GIRDER 2x SILL PLATE W/ A35) O INFO WIDTH 4 0)XUSE A35 LARGER THAN 4FT OPENING2) 0 (2) 2x SILL AT WINDOW 2x 2ND FLOOR STUDS CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS z_ MIN 2x4 SPF #2 STUDS 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 W OPENINGS GREATER W/ (2) 10d TOENAILS CLIPS EACH SIDE W/ 2x h A _ WINDOW AS @ 16" O.C. SEE PLAN POST BELOW U.N.O. STRAPS CENTERED @ STUD PACK W/ 10d THAN 4' BUT LESS CRIPPLES @ 16" O.C. '� SCHEDULED FOR MORE INFO. 19zPROVIDE SOLID FLOOR W/ (14) 10d T&B (PLYWOOD NAILS @ 8" O.C. THEN EXTERIOR FINISH PER BLOCKING WITHIN FLR. A S MP. HTT4 T&B / 2 10d T& (PLYWOOD SYSTEM TOENAILS NAILS THAN 6' SHEATHING REQ'D STUDS @ 16" O.C. C� SEE FLOOR FRAMING T&B (PLYWOOD PLAN INT. FINISH PER PLAN SYSTEM TO MATCH PLAN FOR FLOOR ) ATTACH SILL W O SHEATHING REQ'D O COL. DIMENSION SYSTEM INFO. W/ (18) 10d x 2�' NAILS SEPARATE SHEATHING TOENAILS AT EA. END T&B) -- _.. - REFER TO PLAN FOR FRAMING POST PLAN) ON UNDER WINDOW OF SILL (MAX OPEN'G w 2x BOTTOM PLATE WI 3 WIDTH 4 -0 ). USE A35 MID -SPAN BLOCKING (2) 12d AT 12" O.C. BUILT-UP COLUMN ATTACH 2x STUDS W/ O 2x STUDS FRAMING PLAN) & 8" " z U.N.O. 2) SIMPSON LSTA18 (2) 16d NAILS @ 6" O.C. ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR U 3/4" FLOOR SHEATHING INFO, STRAPS CENTERED @ EMBEDMENT INTO TIE OPENINGS GREATER O INSULATION PER PLAN ATTACHED PER �� — BEARING WALL PER FLOOR W/ (14) 10d BEAM USING SIMP. SET THAN 4' BUT LESS z SEE DETAILS WS10, NAILING SCHEDULE PLAN BEYOND NAILS r ' CALIFORNIA CORNER A -A EPDXY THAN 6' U) ZO WS11 OR WS13 FOR FLOOR TRUSSES SEE COLUMNS (2) SIMPSON LSTA18 _ ADDITIONAL MID -HEIGHT BLOCKING (2) SIMPSON META16 @ 2x TOP & BOT. STRAPS CENTERED � ~ O INFORMATION THIS PLAN FOR DEPTH AND FLOOR TRUSS TO FLOOR W/ (14) 10d PER BEARING WALL NAILS � RIBBONS, CONT. SHEET DIRECTION MASONRY WALL SCHEDULE (3) 2x STUD PACK NOTE: ALL FLOOR _ NOTE: ALL FLOOR (1) SIMPSON LSTA30 U TRUSSES TO BE P.T. IF COLUMN BASE EXT. SHEATHING ATTACH PER NAILING TRUSSES TO BE P.T. IF STRAP CENTERED O � NO MOISTURE CONNECTION PER FLUSH W/ FACE OF SCHEDULE NO MOISTURE BARRIER BETWEEN COLUMN SEE FRAMING PLAN W PLAN MASONRY ATTACHED (FELT PAPER OR SIM) IS AND GIRDER/BEAM FOR FLOOR ¢ BARRIER (FELT PAPER ATTACH 2x STUDS W! PROVIDED X_ PER NAILING BELOW W/ (22)10d CONNECTION I — OR SIM) IS PROVIDED REFER TO SCHEDULE; PROVIDE (2) 16d NAILS @ 6" O.C. (4) 2x STUDS IF FLOOR SYS. NOT PRESENT PER FLOOR SEE FRAMING PLAN NAILS BEARING FOUNDATION PLAN 1 /8" GAP BETWEEN STANDARD CORNER A -A FRAMING PLAN, 2nd FLR STUDS TO BEAR ON FOR FLOOR SEE PLAN :'" SHEATHING AND CONNECTION w_ .4.. MU WALL BELOW PER DETAIL INCDICATED ON GRIDER O 0- FOR FTG. NOTE: If WOOD WALL OR BEAM BELOW USE C PROVIDE BLOCKING FLOOR R a MASONRY FLOOR FRAMING. INDICATED BASE STRAP g " ° ` • k' •• INFORMATION =I '-• '.• III �— SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR BELOW JAMBS BEAM BONDBEAM -.. , _Il llL — FLOOR SYSTEM DRAFT MASONRY WALL PER SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d REQ'D ON EITHER SIDE OF WALL. IF REQ'D ON D5 O I= _ = I=I PLAN IS INDICATED, BASE STRAPS ARE REQD ON MASONRY WALL SEE p W STOPPING AT 1000 SQ — _III= SINKERS AND (14) Y4'X2 Ya' TITENS TO MASONRY BOTH SIDES OF THE WALL z FT MAX: DRAFT PLAN FOR MORE INFOry LINTEL AS PER PLAN STOPPING MATERIALS TYPICAL TWO STORY COL. GIRDER 2nd FLOOR CORNER FRAMING ATTACHMENT S0 HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM w MIN THICKNESS SHALLAS03 @ S09 • ��_ 3/4 `10 3/4 =l -0 U WD. HD. HT. BE 1/2 GYP BOARD OR 3/4"=1'-0" 3/4 =1 -0 15/32" OR 7l16" OSB: SEE PLAN ATTACH TO FLOOR SHEATHING PER SHEATHING PER 3/4" FLOOR SHEATHING SHEATHING PER PLAN SHEATHING PER PLAN U TRUSS W/ 8d NAILS AT FLOOR SHEATHING & FLOOR SHEATHING & FLOOR SHEATHING 0 �� NAILING PER FLOOR DETAIL WF10/SD3 NAILING PER FLOOR DETAIL WF10/SD3 ATTACHED PER ATTACH PER NAILING PER PLAN ATTACHED. ATTACH PER NAILING p 16 O.C. TOP AND NAILING SCHEDULE SCHEDULE I BOTTOM CHORDS FRAMING NOTES 2x STUDS , SEE FRAMING NOTES 2x STUDS , SEE SHEATHING PER PLAN SCHEDULE z ' z PER NAILING z ...J ,� • PRECAST SILL OR SILL ATTACH PER NAILING O . FRAMING PLAN FOR FRAMING PLAN FOR UNDER WINDOWS AND 2x STUDS ,SEE SCHEDULE � ' PER WINDOW 2x4 #2 SYP BLOCKING SPACING AND GRADE SPACING AND GRADE GIRDERS: BLOCK FRAMING PLAN FOR SCHEDULE, 2x4 #2 SYP BLOCKING > * o ._ p MANUFACTURER @ AND SEE ARCH PLAN SOLID BETWEEN SPACING AND GRADE CONTINUOUS FROM @ 48" O.C. W/ (2) 12d O L48 O.G. W/ (2) 12di AND SEE ARCH PLAN TOP OF TOP PLATE TO a Ill — WRITTEN TOENAILS EACH END TO VERIFY SIZE SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON AND SEE ARCH PLAN GIRDER TRUSS PER TOENAILS EACH END a SPECIFICATIONS 2x BOTTOM PLATE W/ A35 EA. END TO VERIFY SIZE PLAN BOTTOM PLATE. (2 BOTTOM PLATE W/ ui W Z 2x4 #2 SYP ANGLE TRUSSES @ 24 O.C. 2 12 (2) 12d @ 12" O.C. (MAX) 2x BOTTOM PLATE W/ BEARING WALL PER 2x4 #2 SYP ANGLE O d @ 12 O.C. j 0 U) 2x BLOCKING FOR 2x BOTTOM PLATE W/ EXT FINISH PER PLAN AGAINST TRUSS (2) 12d @ 12 O.C. SHEATHING/ DRYWALL (2) 12d @ 12" O.C. AGAINST TRUSS fn U�M PLAN (1) ROW 8d NAILS @ 3" U W (1) ROW 8d NAILS @ 3" ATTACHMENT W/ (2) VERTICAL @ 48" O.C. D p VERTICAL @ 48 O.C. (1) ROW 8d NAILS @ 3 (1) ROW 8d NAILS @ 3 O.C. WALL SHEATHING O.C. WALL SHEATHING 12d TOENAILS O.C. WALL SHEATHING DOUBLE BOTTOM W/ (3) 12d NAILS EACH U. z TO BOTTOM PLATE/ I— 06 w o 5 � " E W/ (3) 12d NAILS EACH TO BOTTOM PLATE/ O.C. WALL SHEATHING PLATE END o = U) h- w v $ VERT REINF. BEYOND END TO BOTTOM PLATE/ EA. END TOP CHORD w V - TO BOTTOM PLATE W � TOP CHORD a LL U ¢ o - N �' a TOP RIBBON 2x SYP #2 RIBBON (MIN (2) H5 EA: FLOOR _ ¢ O Z O H MASONRY WALL PER ,.I OR FIELD FRAME 2x4 SS O W J Q R ° > PRE-ENG FLOOR 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) TRUSS TO DOUBLE I-- cn PLANE:,' SLAB _ KNEE WALL, STUDS @ 2x4) TO TRUSS W/ (4) FLOOR DECKING TO PLAN (q r § iu o 16d NAILS; BOTTOM BOTTOM PLATE, SLIT FLOOR TRUSSES PER a SYS. 42 FLOOR z J ♦♦ ^^ _ CONC.TRUSSES @ 24 O.C. 16" O.C. W/ 2 16d NAILS 16d NAILS; BOTTOM RIBBON TO BE PT IF SEE TRUSS LAYOUT �" V, z ' w z E O RIBBON TO BE PT IF BRG DIRECTLY ON ACCOMMODATE F- Z Q a w Y o SEE FOUNDATION (MAX) EACH END. TRUSS TO FOR HANGER ¢ I -' O Uj PLAN FOR MORE INFO @ BRG DIRECTLY ON GMU CMU STRAP FIN. FLR. CMU W/ STRAP PER ATTACH TRUSS 0 N o g nz • �•' t •'" STANDARD CONNECTOR (2) ROWS 8d NAILS @ � .� • (2) ROWS 8d NAILS .@ BOTTOM CHORD TOi ILL! win NOTES 3" O.C. WALL SEE PLAN FOR 3 O.C. TYP. WALL 2x RIBBON OR O = W ~ 0 v o BEAM BELOW W/ 2 w „ w .. MASONRY WALL PER (1) ROW 8d NAILS @ 3" MASONRY WALL PER SHEATHING TO SIMPSON META16 AT CANTILEVER SHEATHING TO EA. BLOCKING W/ (4) 16d BEAM PER PLAN ROWS 1/ @ 1 SDS = Z O GRADE I;. '.• I.. BOTTOM RIBBON MASONRY OR MTS12 RIBBON OR (3) 16d TOENAILS SCREWS @ 12" O.C. fn O PLAN O.C. WALL SHEATHING PLAN MAX. 9 • •� TO BOTTOM PLATE + �1!8" GAP BETWEEN AT WOOD FRAME NOTE: ALL FLOOR � � SEE FOUNDATION NOTE: ALL FLOOR NOTE: ALL FLOOR SHEATHING & CMU WALL w M 1/8" GAP BETWEEN TRUSSES TO BE P.T. IF TRUSSES TO BE P.T. IF (2) ROWS 8d NAILS @ U DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF NO MOISTURE SHEATHING &CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME NO MOISTURE 3" O.C. WALL ¢ cq BARRIER (FELT PAPER 2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN BARRIER (FELT PAPER © N OR SIM IS PROVIDED KNEEWALL OR SIM IS PROVIDED CONNECTION NOTES OR SIM IS PROVIDED TRUSS PER PLAN SHEATHING TO BEAM 0 M 0 fis- O TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION S1 CANTILEVERED FLOOR TRUSS CONNECTIONfiSl'6�FLOOR TRUSS TO GIRDER CONNECTION S1 PARALLEL TRUSS TO DROPPED BEAM z - Q�/ 3/4"=1'-0" 3/4"=1 1-01� 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" I w K�j a 0 0 SHEATHING PER PLAN Z FLOOR SHEATHING ATTACH PER NAILING 2nd FLOOR WALL; SEE O Uj M PER PLAN ATTACHED SCHEDULE JOIST PLAN FOR MORE INFO. -p " Cn 11 PER NAILING Q O IF SHEATHING IS NOT O = J i- SCHEDULE 2x BOTTOM PLATE W/ CONT. TO BOTTOM OF x O @ 12" O.C. FLOOR TRUSS, ( CONTRACTOR TO z LIJ � I— PROVIDEADEQUATE SIMPSON LSTA18 (1) ROW 8d NAILS @ 3" STRAPS FROM EA. O.C. WALL SHEATHING WATERPROOFING. NO STUD TO TRUSS REQ'D= R Q Z FLOOR TRUSSES PER TO BOTTOM PLATE/ CONCRTE SLAB W aa °�� PLAN TOP RIBBON PERMITTED z z SEE ARCH DWGS FOR z WLLj 2x SYP #2 RIBBON (MIN a TOPPING INFO I"' J Z Q L z 2x4) TO TRUSS W! (4) o = 16d NAILSRIBBON TO BE PT I' BOTTOM a 3/4" PLYWOOD FLOOR 0 W LU F SLOPE w DECKING ATTACHED ,� N C* (- BRG DIRECTLY ON c~i� PER NAILING J p I 0 1` U CMU SCHEDULE z SLOPED BALCONY in FLOOR JOIST (12" o STRUCTURAL ENG: BAD TALL) W/ LUS26 OR u DRAFTING: (2) H2.5A TRUSS TO a STRUCT: JW LUS46 TO LEDGER BEAM U.N.O. (1) ROW 8d NAILS @ 3" w 2x12 #2 SYP CONT. O.C. WALL SHEATHING TO BOTTOM RIBBON LEDGER W! (3) 1/4"x4-1/2" QC CHECK: CC BEAM PER PLAN SEE WS10/SD4 FOR SIDS SCREWS EQ. JOB No. DWH-0204748 2) ROWS $d NAILS @ SPACED VERTICALLY @ ( ADDITIONAL INFO SCALE: AS INDICATED 3" O.C. WALL 24" O.C. AND @ EA. END SHEATHING TO BEAM f f• VERTICAL (MIN. 2" FROM __._- �' DATE: 03/20/18 TOP & BOTTOM) w u� S18 PERPENDICULAR TRUSS TO DROPPED BEAM 7� BF01 SECTIION AT BALCONY - NOT USED w 3/4"=1'-0vf 3/4"=1'-0" a SD4 2 f- COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x8's MIN. SPF #2 @ 16" EXT. SHEATHING 2x4 NAILER W/ (2) SHEATHING CONT. TO O.C. MAX W/ MID POINT - _ 2x8 MIN. SPF #2 @ 16" - ATTACH PER NAILING 16d NAILS @ 16" O.C. 2nd STORY WALL BLOCKING (U.N.O.) EXT. FINISH PER O.C. - SEE FRAMING SCHEDULE 2x4 STUDS @ 16" O.C. BOTTOM PLATE ARCHS PLAN FOR MORE INFO. ATTACH R NAILING 2x BASE PLATE W/ (2) 2x BRIGWALL W/ SIMPSON SP2 @ MS 4 EA. SIDE OF 1/2 GYP. BOARD SCHEDULE 12d NAILS @ 12" O.C. TOP & SP1 @ BASE. LSTA18 OR EA. EA. STUD TO WALL S 2x4 BLOCKING USE SIMPSON MTS12 MTS12 MAY BE USED @ BASE.(WHEN BELOW W/ (9) 10d BETWEEN STUDS W/ SIMPSON H10A @ 2x BRIG WALL W/ OR LSTA18 TO WALL IS CONT. BRIG ON TRUSS �� NAILS AND (5) 1/4"x2 SHEATHING PER PLAN (2) 12d TOE NAILS EACH DIAGONAL SIMPSON SP2 @TOP & 2x BLOCKING W/ (2) 12d BLOCKING BELOW. STRAP STUDS W/ LSTA18 @ 16 O.C. 3/4" TAPCONS PER ATTACH PER NAILING t EACH END BRACE SP1 @BASE. LSTA18 TOENAILS EACH END NOT REQ'D IF STUD IS TO TRUSS BELOW) STRAP; CENTER ° SCHEDULE SEE LD02/SD3 OR MTS12 MAY BE CONNECTED W/ MTS12 3/4" FLOOR SHEATHING ATTACHED STRAP BETWEEN ° ° 2x8 #2 SYP P.T. SILL FOR MORE INFO. CS18 EA. STUD ABOVE USED @BASE 2x BASE PLATE W/ (2) OR LSTA18 PER NAILING SCHEDULE MASONRY WALL AND ° ° PLATE W/ 1/2" EPDXY TO STUD BELOW W/ 11" 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d FRAME WALL ° ° END LENGTHS & EXTERIOR SHEATHING TOENAILS EACH END FLOOR TRUSS PER ANCHOR BOLT OR (18)-18d NAILS ATTACH PER NAILING 3/4" FLOOR SHEATHING 2x4 SYP PLAN CONTRACTOR MAY USE J-BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL 2x BOTTOM PLATE, SCHEDULE ATTACHED PER N BLOCKING W/ SIMPSON BLOCKING SIMPSON HTT4 AT �� EMBED. @ 32" O.C. & 3" 2 3/4 PLATE W/ 1/2" EPDXY ATTACH TO DOUBLE NAILING SCHEDULE HUC24-2 EACH END, WINDOW JAMB STUDS FROM EA.END :: ANCHOR BOLT OR 0 4EWS@ (2) 2x4 #2 SYP USE (4) 10d & (2) 10d INSTEAD OF INDICATED J-BOLT W/ MIN. 7" 4--1/21' SDS SCR( BLOCKING W/ SIMPSON NAILS. UNDER EXTERIOR FLAT STRAP. EMBEDMENT 32" 12" O.C., STAGGER HUC24-2 EACH END, Jk SEE PLAN WINDOW JAMBS USE INTERIOR INTERIOR FLAT STRAP MAX 1/8 GAP O.C. & 3�� FROM EACH ROWS 6" USE 4 10d & 2 10d O O SEE PLAN (2) 2x6 W/ HUC26-2. IS STILL REQUIRED AT BETWEEN SHEATHING END NAILS. UNDER JAMB STUD CONDITION AND CMU IF SHEATHING IS NOT O.S.B. TO OVERLAP WINDOW JAMBS USE LOW ROOF TRUSS SEE CONTINUOUS TO BASE 2x BEARING WALL --- _ _� BOTTOM PLATE 1-1/4" (2) 2x6 W/ HUC26-2. TRUSS PLAN FOR SEE ARCHS FOR ° ° PLATE, SP8 TOP AND WITH ROOF LOAD `` (MIN.) LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF FURRING AND ° ' ICONT. BOTTOM ARE REQ'D REFER TO BEARING -- 2x LEDGER TO UPPER ` TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG INTERIOR FINISH aI #5 IN TIE BEAM ' WALL SCHEDULE FOR FLOOR WALL W/ CONNECTIONS ON MASONRY USE MASONRY (SHOWN) MASONRY WALL PER a CMU WALL PER PLAN STUD BASE 1/4" X 3-1/2" SIMPSON MASONRY (SHOWN) META16 @ 24" O.C. OR OR WOOD WALL PER PLAN A EXT. FINISH PER CONNECTION & SDS SCREW @ 16" O.C. OR WOOD WALL PER ON WOOD USE HGA PLAN ARCHS BOTTOM PLATE (2) 2x4 TOP PLATE PLAN CLIPS @ 24" O.C.) ANCHORS SECN @ TIORAISED HEEL TRUSS S1 SECTION @ COMBO TRUSS FO WALL SPLICE DETAILS F1 SECTION 0 OPEN TO ABOVE fiF1 BRACING Cad 2 STORY FRAME WALL S1 _ % 1 /2"=1'-0" 1 1 /2"=1'-011 EXTERIOR SHEATHING — FROM TOP OF WALL TO BOTTOM OF SILL PLATE ATTACH PER r----._..---------------------, NAILING SCHEDULE ROOF SHEATHING ISIMPSON H2.5 EA. I ATTACH PER NAILING HANGER BY OTHERS ISIM SS I SCHEDULE PRE-ENGINEERED TRUSS PER PLAN (2) 2x SYP #2 ( o MIN. 2x6 #2 SYP CONT. BUILT-UP STUD I LEDGER W/ (2) Y4"x3-1/2" COLUMNS TRUSS PER PLAN I SDS WOOD SCREWS @ - _ - - - - - 16" O.C. MAX. & 3° FROM EA. END - USE I (3) SCREWS FOR 24" I SIMPSON LUS26. USE --- LEDGER PER PLAN �tECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS ('RAWIIT��RUSS SHOP GS - - - - J L--- -- -- ........-.,........._. -- 2x8 SYP #2 LEDGER W/ - 1-1 /2"= V-0" 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d NAILS TO EACH STUD 2x8 #2 SYP SILL PLATE W/ Y2 EPDXY ANCHOR OR J-BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END 12 PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT MIN. (4) 16d NAILS TO MASONRY WALL PER ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN EACH STUD (AT EACH PLAN (2) 2x TOP PLATE w/ (4) 1/4" x 3 1/2" (8 TOTAL) SIMPSON SDS SCREWS OPT. TRUSS RECESS LEDGER SIDE NAILS) G.T. USE (4) (2) 2x HEADER SEE PLAN FOR MORE INFO & CONNECTIONS LEDGER @GIRDER II(CDO� LEDGER @ OPEN TO BELOW 3/4"=1'-0" SEE 2NC r....-----_..._.,.----;_.__..,.-------------I WALL SE ADDITIO d INFORM) SIMPSON H2.5 TRUSS TO LEDGER I I MIN. 2x6 #2 SYP I CONT. LEDGER w/ (2) - - IY4'x3" SDS WOOD ISCREWS @ 16" O.C. 4 , (MAX - EQUALLY SPACED & 3" FROM 'END OF LEDGER - LEDGER RECESSED I USE (3) SREWS IF 24" INTO TRUSS. VERIFY I IO.C. IS REQUIRED W/ SHOP DRAWINGS I L-------------------------..`..._J OPT. TRUSS RECESS LEDGER SECTION @ LOW ROOF 3/4"=1'-0" WINDOW SEE PLAN FOR LOCATION 2x BLOCKING w/ (2) 12d - 2X4 #2 SYP NAILER TOENAILS EACH SIDE TO STUDS W/ 3-16d IF WALL SHEATHING IS @ EA. STUD. STOPPED BELOW ATTACH TRUSS TO �- EXT. SHEATHING FROM ROOF LINE NAILER W/ (3) 10d ALIGN 2ND FLOOR TOP OF WALL TO DBL TOE NAILS. STUDS w/ 1ST FLOOR BOTTOM PLATE. IF 2x BASE PLATE W/ 12d - ROOF AND EXTERIOR STUDS SHEATHING IS NOT @ 24" O.G. TO FLOOR SHEATHING CONT. ADD BLOCKING SYSTEM BELOW ATTACHED PER (2) 2x SPF#2 BASE @ SHEATHING SPLICE NAILING SCHEDULE PLATE. ATTACH 1ST PLY W/ (3) 10d TOENAILS PLYWOOD FLOORING — 2X8 #2 SYP CONT. W/ (2) 16d NAILS @ EACH EA. END. SIMPS. SP4 SEE FLOOR FRAMING LEDGER W/ (4) 16d TRUSS, THEN ATTACH @ TOP REQ'D PLAN FOR MORE INFO NAILS. ATTACH NAILS 2ND PLY W/ (2) 10d NAILS ROOF SHEATHING INTO END OF EA. @ 12" O.C. ATTACH PER NAILING FLOOR TRUSS, 24" SIMPSON CS18 PER SCHEDULE LISLAN S IDIREC O.C. MAX. (INSTALL (4) WF16/ 2x4 SYP#2 BLOCKING &MORE INFO NAILS AT EA. SIDE OF W/ (2) 10d TOE NAILS G.T.) LOW ROOF TRUSS W/ SIMPSON LUS26 OR (2) 2x TOP PLATE 16" TALL RAISED HEEL IF 2-PLY TRUSS BOTTOM CHORD SEE PLAN FOR FLOOR GIRDER SEE SIMPSON LUS26-2 EXTENSION BEARING WALL PLAN FOR TRUSS TO LEDGER REQUIREMENTS. ATTACH EACH TRUSS CONNECTION 8" CMU WALL TYP 1 "=1'-0" PRE ENGINEERED TRUSSES @ 24" O.C. MAX. PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE O.H. ER ELEV. c 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER SEE PLAN FOR WINDOW ATTACHMENT INFO. IF WALL SHEATHING ISN'T CONT. LSTAI8STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW SEE LD02/SD3 FOR MORE INFO IF TRUSSES ARE PARALLEL TO WALL ROOF SHEATHING ATTACHED PER NAILING SCHEDULE \ I (2) 2x SPF TOP 2x4 BLOCKING W/ (2) 16d NAILS @ EA. END.. BLOCK ADJACENT BAYS @ EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2x BLOCKING W/ 8d NAILS @6"O.0 �- (5) 16d NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) 16d NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2X4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX 45° FROM HORIZONTAL BRACE NOT REQUIRED 6' FROM EAVES. PLATES U.N.O. (2) 2x HEADER SEE FLOOR PLAN FOR MORE INFO SP4 TOP OF EA.J'* \\_.LJ STUD U.N.O. STA30 HEADER SIMPSON CS18 TO BUILT UP STUD 2x STUDS SEE PLAN STUDS ABOVE TO STUDS ABOVE ARE STUDS BELOW U0 TO ALIGN W/ STUDS $IMPSON CS18 BELOW STUDS ABOVE TO SIMPSON CS18 STUDS BELOW STUDS ABOVE TO U.N.O. HEADER BELOW •• 2x SPF BASE PLATE PROVIDE SOLID BLOCKING PRE-ENGINEERED WITHIN FLOOR SYSTEM FLOOR SYSTEM NDER BUILT UP COLUMNS KNEEWALL OR BEAM d (2) 2x SPF TOP o PLATES U.N.O. (2) 2x HEADER ZA B •• SEE FLOOR PLAN SIMPSON CS18 • FOR MORE INFO STUDS ABOVE' STUDS BELOW 2x STUDS SEE PLAN STUDS ABOVE ARE TO ALIGN W/ STUDS o STA30 BELOW HEADER TO BUILT UP STUD 2x P.T. BASE PLATE SEE BEARING SCHEDULE FOR A.B. INFO AL A STRAPS TOP & L - - - - - _ 1/2" J-BOLTS @ 7 FROM EA. END OF AT OPENINGS LARGER THAN 4-2 ATTACH BOTTOM OF EA. STUD WALL & WALL OPENINGS @ 32"o.c. TOP PLATE TO HEADER WITH LSTA12 BENT PER BEARING WALL - - - - MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND, SCHEDULE WASHER SEE BEARING WALL FOR ALT's (5) 10d NAILS INTO HEADER STUDS TO ALIGN W/ I TO BEARING WALL y SEE TRUSS LAYOUT SEE FLOOR STUDS ABOVE USING SIMPSON H10A FOR TRUSS LOCATION FRAMING PLAN FOR U.N.O. ON FRAMING & CONNECTION INFO MORE INFO. VERIFY _ PLANS A PLAN FOR LOCATION I NF2� SECTION @ 2-STORY BRG. AND DIRECTION I �(IVF1 TYPICAL CONNECTION @GIRDER OR BEAM 1. 3/4"=1'-0I J 3/4"=1'-0" I % 3/4"=1' " -0 OSEE HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET FOR REQUIRED QUANTITY OF JACKS / KINGS. # OF STUDS TO MATCH BETWEEN FLOORS IF1 2 STORY INTERIOR BEARING WALL 1 "=1'-01, - -.11) IJ g 2 LL. O Q c CC I- N F- 00 W O F- F- 0 CL Z J a- Ha. CL O `u 0 � 3: 1"- X L1 W u- N H U_ O Z © F F O�� C Z uj p 0 = a W LY- LU u w c O�Z Lu Im %- CL W Z � CL Q X u �wLIJ - W O c LL c I ®oleo®.. Nj �/� N oao V_ r 00lei O • �' Z N e Z �- m►1 4 =w o _U ®t Q LL '''mil 1_00®®00000®N+®•o''C �`Z V � m I I i I � I � i i i i i Q CL i U W i W U - o i z $ o c z W z i 0 > UJ /0/66� LU z :3i_ 0 8 Q O CV C z 0 "~ J -. O m i W J C/)w0>-0 o p QOOad @ J IO 't 2 — (/� 0=h'S�w o Z Z�zwz E i N p w g a w Q �M = Z OUP co N > M J C U_ i 0 0 i LLJ M Q O0 U) J Q W LU ZO W°U C W°- UpWQ< p Q 40 °� W OCRCL i i STRUCTURALENG: BAD DRAFTING: 1 STRUCT: JW QC CHECK: CC JOB No. DWH-0204748 a SCALE: AS INDICATED DATE: 03/20/18 NOT USED COPYRIGHT MCD 2015: The infornation contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, dupliication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. I SD5 I MIN. (3) 2x SYP STUDS REQ'D ( OF LANDING W 16d NAILS FROP LEDGER TO STI PACK STANDARD (3) 2; STRINGERS W/ SIMPSON A35 / F CLIP TO FLOOR SYSTEM & LAND FRAMING STANDARD (3) 2X12 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING 2xJOISTS @ LANDING @ 16"O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE (2) 2x BEAM PER 2xJOIST (P.T. IF SCHEDULE REQ'D @ 4'4" MAX ATTACHING TO END OF LANDING FOR WIDTH OF LANDING MASONRY WALL) CONT STRINGERS TO MID SPAN BLOCKING LEDGER w/ (3) 16d CONNECT TO. BEAM TO MATCH JOIST NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON DEPTH W/ (3) 10d TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS TOENAILS EACH END x 3 1/2" TITENS @ 16" BELOW O.C. MAX, FOR A -A PLAN VIEW @ 90 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING W/ MIN. (6) 3/4" PLYWOOD OR OSB 16d NAILS FROM SEE PLAN FOR DEPTH SHEATHING OVER LEDGER TO STUD OF LANDING LANDING ATTACHED PACK I PER GENERAL FLOOR STANDARD (3) 2X12 SYP #2 STRINGERS SIMPSON A34 / A35 CLIP TO FLOOR SYSTEM & LANDINC FRAMING CONSTRUCTION NOTES MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END SEE PLAN FOR MASONRY WALL OR B B WOOD WALL (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 STRINGERS TO @ 16"O.C. W/ SIMPSON LEDGER w/ (3) 16d CONNECT TO. BEAM A35 OR LUS26 HANGER NAILS @ 16" O.C. MAX. TO BEAR DIRECTLY ON ON EACH SIDE TO EACH STUD. ((2) 1/4" BUILT UP COLUMNS x 3 1/2" TITENS @ 16" BELOW O.C. MAX. FOR A -A PLAN VIEW @ 180 DEGREE TURN LANDING MASONRY WALL) SEE SCHEDULE FOR MAX WIDTH OF LANDING A35 @ EA. STRINGER TO LANDING SEE ARCHS. FOR MAX. RISE OF STEPS AND 6" MIN. i L c re STAIR WINDER DETAIL 2xJOIST LEDGE IF ATTACHING' MASONRY WAL PLYWOOD SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES BEAM @ END OF LANDING PER SCHEDULE SIMPSON A35'11 CONNECTIONS MASONRY WALL OR FRAME WALL BEYOND B-B CROSS SECTION OF BEAM TO LEDGER STRINGERS TO BE NOTCHED AT LANDING (3) 16d TOENAILS 3/4" O.S.B. W/ 8d NAILS MIN. TREAD DEPTH @ 3" O.C. TOP AND BOTTOM CHORD I -JOIST PER FRAMING PLAN W/ SQUASH BLOCK OR BEAM/FLOOR TRUSS 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 SUPPORT A INFORMATION. A34 @ EA. STRINGER -- -,� TO LANDING 2x ATTACHED TO I I 2x JOIST (P.T. IF STRINGER III ATTACHING TO I I I I MASONRY WALL) CONT I I I I 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 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 IIN 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 2xJOIST 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" (2) 2x12 2x6 6'-0" 12'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 11'-011 (2) 2x12 2x6 6-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x8 8'-0" 101-01, (2) 2x12 2x6 6'-0" (1) 2x12 (1) 2x8 2x6 4'-0" (3) 2x12 2x12 9'-011 (2) 2x12 2x8 7'-01" 91-011 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x8 91-011 (2) 2x12 2x8 7'-0" 8141 (1) 2x12 (1) 2x8 2x6 5'-0" (3) 2x12 2x12 9'-0" (2) 2x12 2x8 7'4" " 71-01 (1) 2x12 (1) 2x8 2x6 5'-0" 6'-0" (2) 2x12 2x8 8'4" (1) 2x12 (1) 2x8 2x6 5'-0" 5'-0" OR LESS (2) 2x12 2x8 9'-0" (1) 2x12 (1) 2x8 2x6 6-0" NOT USED NOT USED 3Y2" �t Q v O w 0 O `eII �'o a`�� N `* e _` :�� • „z Q :zco° =_ • W 4 ._1ONO °°i Z "¢ s, !o %% ... G1 e d 01 J co ILL U 0 z p W F- � C( c) 0 O J LL w ►- LL O Ua z O Z O 0 w Fy U O � J Q LU Q z U) W IL 0 Uj a 0' M Q' U ° _ O �q ° W U) J —C Z O n. z Ld 0 H W uj J i` ti L) W F- a co 8 Q "" Q O -N� 6 z U>LL M' . o L1J m J U)W0>-0 8 � < 0 0 :S 9 O F- z°�z SEE ARCH PLAN ------ 2x4 CONT. TOP PLATE V Id %.d W o u S a MAX. 4'-0" ABOVE FLOOR. ATTACH TOP PLATE TO 0 W U 0 STUDS W/ (2) 16d TOE Q �' 2x4 #2 SPF STUDS X X NAILS 2x6 VERTICAL @ 6-10 @ 24" O.C. 2x4 SILL PLATE W/ (2) 2x4 #2 SPF STUDS @ O.C. MIN. AND @ ANY 10d NAILS @ 4" O.C. ( 24" O.C. W/ (2) 12d OPENING W/IN (NOTCHED @ 2x6 TOENAILS BOTTOM HANDRAIL NOTCH SILL PLATE VERTICAL LOCATIONS). 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 @ 6-0" O.C. & L4 FACE OF TRUSS @ ANY OPENING — ATTACH 2x6 VERTICAL A— TO TRUSS (3) %4' x 3" 3 1/2" DOUBLE TRUSS PARALLEL TO FLOOR SDS WOOD SCREWS S SECTION X-X N.T.s. EQUALLY SPACED/CENTERED IN 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE 3j" NAILS ilk SEE ARCH PLAN MAX. 4'-0" ABOVE FLOOR i 2x4 #2 SPF STUDS @ X X 24" O.C. W/ (2) 12d NOTCH FLOOR TOENAILS BOTTOM I SHEATHING TO ACCOMMODATE 2x � i 2x4 SILL PLATE W/ (2) NOTCH SILL AND 10d NAILS @ 4" O.C. PLYWOOD FLOORING (NOTCHED @ 2x6 - TO ALLOW VERTICAL VERTICAL LOCATIONS). TO SLIDE DOWN TO FACE OF TRUSS ATTACH 2x6 VERTICAL 2x6 VERTICAL AND TO TRUSS W/ (3) %' x 3" L-BRACE @ 6 4' O.C. & SDS WOOD SCREWS @ANY OPENING BASE PLATE PER FLOOR PLAN NOTE; EQUALLY ATTACHED PER PLAN 1. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" SPACED/CENTERED IN TRUSS SEE PLAN 2. IF HEIGHT FALLS IN BETWEEN VALUES ROUND UP TO NEAREST HEIGHT TRUSS TO OUTSIDE STO GENERAL LANDING &3. (1) 2x12 BEAM IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR ST03 SECTION HANDRAIL W/ FACE OF TRUSS STRINGER ATTACHMENTS. SEE CHART FOR MIN. SIZE OF INSIDE BEAM. NAIL STAIR FRAMING INFO (20 PLY BEAM TOGETHER USING (2) 12d NAILS AT 4" O.C. "" "" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR FLOOR TRUSSES SCALE: 3/4 =1-0 SCALE: 3/4" = 1'-0° 4. BEAM TO BEAR ON SUPPORT COLUMN W/ (3) 16d TOENAILS (BLOCK SOLID N.T.S. 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, LLC. Any use; dupllication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibite LU COMPONENTS, w W z O OAD OF 50 PSF 3: Cl) 0 R301 AND w M z 04 � M O J Q V- z Q w 2x4 CONT. TOP PLATE Q 0Uri p (ATTACH TOP PLATE TO STUDS W/ (2) 16d W M TOE NAILS Q O O w Q 2x4 #2 SPF STUDS @ O 3: _.I 24" O.C. EVERY OTHER z L STUD TO BE LLI I.- ATTACHED TO TRUSS i e -JPO BELOW (OTHERWISE I— 0 ATTACH W/ (2) 12d Z W W 0., Q_ � TOENAILS @ BOTTOM) z U J Z 2x4 SILL PLATE W/ (2) W IW < f- 16d TOE NAIL EA. d' CONT. BRACE & 10d O -.3 W NAILS @ 4 O.C. TO p I� Q ti (0 FLOOR SHEATHING z a. C7 ATTACH 2x4 TO TRUSS w STRUCTURAL ENG: BAD W/ (2) %"x3" SDS o SCREWS EQUALLY DRAFTING: SPACED & CENTERED _ STRUCT: JW IN TRUSS QC CHECK:__..Cc --. -- X JOB No. DWH 0204748 U) SCALE: AS INDICATED F- DATE: 03/20/18 z w 0 W x