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HomeMy WebLinkAbout2892 Gipper Cir (a) 18-2558GENERAL NOTES FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOTINGS TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERMITE TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL LIST OF REQUIREMENTS. IF PERIMETER TREATMENT USED, INSTALL SENTRICON BAITING STATIONS. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 40 MIN. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 FOR 6x6xW1.4xW1.4 WWF SHALL BE LAPPED AT LEAST 6" & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 6".FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 4. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 5. HORIZONTAL FOOTING BARS SHALL BE BENT MIN. 12 BAR DIAMETERS (EXCLUDING BEND) AROUND CORNERS OR CORNER BARS WITH MIN. 24" LAP EXCLUDING BEND AT EACH END SHALL BE PROVIDED. 6. MINIMUM LAP SPLICES ON ALL REINFORCING BARS SHALL BE PER DETAIL MD08. 7. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 1/3 OF THE SLAB. BOLTS AND THREADED RODS 1. ALL BOLTS & THREADED RODS TO BE ASTM A307 OR BETTER (U.N.O.) 2. STEEL BOLTS LESS THAN ONE -HALF-INCH (12.7 mm) IN DIAMETER USED AS FASTENERS FOR PRESSURE PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. 3. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM. MASONRY WALL CONSTRUCTION 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TO ASTM C90, W/ A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (fm = 1900 PSI) 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1". 4. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 5. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH CELLS FILLED WITH COARSE GROUT AND GRADE 40 MIN. STEEL. REINFORCEMENT SHALL BE PLACED IN CENTER OF MASONRY CELL W/ MIN 1/2" CLEARANCE TO INSIDE FACE. 6. VERTICAL REINFORCEMENT SHALL BE HELD IN CENTER OF THE MASONRY/ BLOCK WALL AT THE TOP & BOTTOM & MAXIMUM 8'-0" U.N.O. VERTICALLY. TIES TO THE FOOTING & LINTEL STEEL IS ADEQUATE @ TOP & BOTTOM OF WALL; REBAR POSITIONERS IN MIDDLE OF WALL 7. REINFORCING STEEL SHALL BE LAPPED AND HOOKED AT THE TOP AND BOTTOM TO THE BOND COURSE AND FOOTING PER MD08. NO NON-STRUCTURAL ITEMS (SUCH AS PLUMBING) SHALL BE PLACED WITHIN FILLED CELLS 8. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER W/ MIN. 16 GA. TIES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION 9. EXPANSION TYPE ANCHORS ARE NOT TO BE USED IN BOND COURSE. EMBEDDED ANCHORS OR EPDXY FASTENED STUDS SHALL BE USED. 10. MASONRY ROUGH OPENING TOLERANCES - 1/4" TO + 1/2" 11. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOW OF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER AS A STOP IS PROHIBITED. 12. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 13. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318, LATEST EDITION. 14. DURING CONCRETE POURS, GC TO ADEQUATELY VIBRATE THE FILLED CELL W/ EITHER RODDING OR PENCIL VIBRATOR TO ENSURE PROPER CONCRETE CONSOLIDATION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX. 2x P.T. ATTACHED TO CMU W/ MIN. 0.131 DIAMETER CASE HARD MASONRY NAIL W/ MIN. 1 1/4" EMBEDMENT OR 1/4" TAPCON W/ MIN. 1 112" EMBEDMENT @ 16" O.C. MEASURED VERTICALLY AND 4" FROM ENDS. 2x FURRING TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS OR @ MAX 24" O.C. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE ANSI/AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF#2 OR SPF#1/#2 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED "No.1/No2' BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP#2 SHALL BE SOUTHERN YELLOW PINE OR "MIXED" SOUTHERN YELLOW PINE VISUALLY GRADED "No 2" BY SPIB, OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED "No. 2" OR BETTER, REGARDLESS OF SPECIES, U.N.O. ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMEBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF#2 OR BETTER U.N.O.. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR WIND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 8. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. 9. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10.ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER 1" IN DIA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE BUILDER'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACQ-C, ACQ-D, CBA -A OR CA -B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SBX) DOES NOT. 12. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPAU1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS ENGINEERED LUMBER 1. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSI/AWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER AS DEFINED NDS SECTION 8.1 (INCLUDING LVL, PSL, AND LSL LUMBER) 3. ALL ENGINEERED LUMBER IS TO HAVE THE MINIMUM DESIGN VALUES AS FOLLOWS: COLUMNS BEAMS STUD E = 1,700,000 Ib/int U.N.O. E = 2,000,000Ib/in2 U.N.O. E = 1,500,000 Ib/int U.N.O. Fb = 2650 Fb = 3000 Fb = 2200 Ft = 1650 Ft = 1700 Ft = 1500 Fe I[= 3000 Fc ii= 3000 Fc II= 2100 Fc j = 450 Fc 1= 900 Fc j = 450 Fv = 285 Fv = 285 Fv = 150 WOOD BEARING SURFACES ARE TO BE SYP#2 OR BETTER END GRAIN CONDITION U.N.O. CEILING CONSTRUCTION 1. USE 1/2" CEILING OR SAG RESISTANT BOARD FOR 24" O.C. FRAMING U.N.O. 2. 518" TYPE "X" GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LIVING SPACE IS ABOVE THE GARAGE. MEANS AND METHODS CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PLANS / DETAILS ALONG W/ CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. UNDER STAIR PROTECTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED 00 THE ENCLOSED SIDE WITH 112 -INCH (12.7MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED WOOD IT IS THE BUILDER'S RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM G50 ZINC COATING 2. WOOD TREATED WITH ACQ-C OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1667 PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS.UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE WITH THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS AND STRUCTURAL PLANS FOR MORE INFO. 2. TRUSSES SHALL BE DESIGNED BY MWFRS METHODOLOGY FOR LONG SPAN TRUSSES TO DETERMINE UPLIFT AND REACTION VALUES. MEMBER AND PLATE DESIGN TO BE CALCULATED BY COMPONENTS AND CLADDING METHOD UNLESS SPECIFIED OTHERWISE BY TRUSS ENGINEER OF RECORD 3. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF ANSI TPI 1. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER UNLESS NOTED ON PLANS 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY TRUSS MANUFACTURER IN ACCORDANCE WITH THE DESIGN LOADS. TRUSS DESIGN LOADS: TOP CHORD: Lr = 20 PSF DL = 7 PSF (SHINGLE TYPE ROOF COVER) DL = 15 PSF (LIGHT WEIGHT CLAY TILE ROOF COVER) DL = 14 PSF (TRUSS OVERBUILD) BOTTOM CHORD: DL = 10 PSF MINIMUM FLOOR DESIGN LIVE LOADS: A) FLOORS = 40 PSF B) BALCONIES = 60 PSF / 100 PSF (IF BALCONY > 100 SQ FT) C) DECKS = 40 PSF D) STAIRS = 40 PSF E) BONUS ROOM/GAME ROOMS = 60 PSF U.N.O. MINIMUM FLOOR DESIGN DEAD LOADS: A) FLOORS = 15 PSF B)BALCONIES = 15 PSF GENERAL LOADING: ATTIC WITHOUT STORAGE = 10 PSF ATTIC WITH LIMITED STORAGE = 20 PSF GUARDRAILS / HANDRAILS = 200 LB POINT LOAD / 50 PSF GUARDRAILS IN -FILL COMPONENTS = 50 PSF GENERAL TRUSS BRACING & BLOCKING REQUIREMENTS -ADDIT'L BRACING & BLOCKING PER BCSI-1 & TRUSS MANUFACTURER'S DWGS -G.C. TO PROVIDE MIN 2x SYP #2 BLOCKING BETWEEN TRUSSES TO COMPLY W/ APA RECOMMENDATIONS FOR MIN. 7/16" OSB SHEATHING -MIN 2x SYP #2 BLOCKING REQ'D ALONGSIDE TRUSS TOP CHORD @ ROOF HIP/RIDGE TO PREVENT SHEATHING SPAN FROM EXCEEDING 2FT (NOT REQ'D IF SHEATHING SPAN IS LESS THAN 2FT). BLOCKING TO TRUSS TOP CHORD w/ (2) 12d NAILS @ 12" O.C. MAX & 4" FROM EA. END. NOTE: PLYWOOD EDGES @ HIP CORNERS REQUIRE MIN 2x4 SYP #2 BLOCKING w/ (3) 12d TOENAILS EACH END. -TRUSS "X" BRACING: MIN 2x4 SYP #2 AT ANGLE APPROX. 45' FROM VERT. TO EA. TRUSS MEMBER w/ (3) 12d NAILS. SPACE "X" BRACING ALONG TRUSS SPAN @ 10'-0" MAX AND EQUALLY SPACED FROM END OF TRUSS. "X" BRACING TO START 20'-0" MAX FROM #1 HIP GIRDER AND / OR (4) BAYS AFTER GABLE END BRACING, SEE BCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. -PERMANENT 2x4 SPF #2 (MIN.) CONT. LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 15'-0" O.C. MAX W/IN TRUSS SPAN OR PER TRUSS DESIGN DRAWINGS. ATTACH W/ (2) 16d NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE (24°) PLUS 6" MIN PAST BOTTOM CHORD. -INSTALL PERMANENT 2x CONTINUOUS LATERAL BRACE (CLB) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCSI-B3. ("T" BRACING MAY BE USED I.L.O. PEMANENT CLB IF IT EXTENDS MIN. 90% OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE WITHIN BCSI-B3). -AT RAISED HEEL TRUSSES, 2x4 SYP #2 (MIN.) AT TOP AND BOTTOM OF HEEL W/ (2) 12d TOENAILS REQ'D. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN 12" TALL: 2x4 SYP #2 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEN BOTTOM TO TOP W/ (2) 12d NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) DIAGONAL BRACING REQUIRED AT CLB PER BCSI-B3. 6. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS, WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOW ALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. FIELD REPAIR NOTES 1. OMITTED REBAR DRILL A 3/4" 0 HOLE MIN. 6" DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL #5 BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MANU'S INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE w/ COMPRESSED AIR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANU'S SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING BONDBEAM POUR. USE 30" MIN. LAP SPLICE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BEND). 2. STRAPS/CONNECTOR SUBSTITUTION THE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBLISHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2X12'S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ILO 2x12'S (SEE GEN. STAIR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSTITUTION WOOD STUDS MAY BE SUBBED w/ METAL STUDS IN NON -LOAD BEARING WALLS 5. OMITTED J -BOLT -1/2" ALL THREAD ROD w/ 2" x 2" SQ. WASHER DRILL & EPDXY w/ SIMPSON SET EPDXY WITH MIN. 7" EMBEDMENT. -1/2"x6" SIMPSON TITEN HD THREADED ANCHORS W/ LBP112 WASHER MAY BE USED ILO 1/2" J -BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS 6. MORTAR JOINTS -FOR BED JOINTS 1/2"-1", GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REQ'D) -FOR HEAD JOINTS GREATER THAN 3/4", GROUT FILL CELL IN BLOCK AFFECTED ON EA.SIDE OF JOINT. PROVIDE (1) #5 VERT. REINF. IN EA. CELL CONT. PER PLAN. -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS 1st (2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WAN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REQ'D TO BE EPDXIED INTO TIE BEAM/FTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA. SIDE OF JOINT AND PROVIDE (1) #5 VERT. REINF. IN EA. CELL, CONT. PER PLAN. 7. OVERHANGING CMU WALL -FOR CMU OVERHANGING FOUNDATION <1/2", NO FIX IS REQ'D POUR TIEBEAM & VERT. CELLS PER PLAN, -FOR CMU OVERHANGING FOUNDATION FROM +112"A -1I8", GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 1-1/8", CONTACT EOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 36, Fy=36 KSI. TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI. PIPE STEEL: ASTM A53, TYPE E OR S, Fy = 35 KSI. ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI. 2. STRUCT. CONNECTIONS: ALL STRUCT. BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE AT "SNUG -TIGHT" CONDITION AS DEFINED IN THE SPEC. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPEC STRUCT. BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD & CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINF.T SHOP DWGS TO BE PROVIDED TO EOR BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE %fi' UNO. 3. SUBMIT SHOP DWGS INDICATING ALL SHOP AND ERECTION DETAILS INC. PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. DESIGN PRESSURES WIND DESIGN LOAD INFORMATION WIND SPEED (ULTIMATE) 139 mph WIND SPEED (ALLOWABLE) 108 mph WIND EXPOSURE C RISK CATEGORY 11 BUILDING TYPE V B ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 TB -1 WIND PRESSURE & SUCTION EFFECTIVE (PSF) WIND (+) VALUE DENOTES PRESSURE AREA (SO FT) (-) VALUE DENOTES SUCTION AREA STAIR SECTION INT -3 CLOSED STAIR SECTION (+) 29.7 (+) 29.7 10 (_) 32.1 (-) 39.6 ROOF PLAN (+) 28.3 (+) 28.3 20 (_) 30.8 (-) 37.0 FOUNDATION PLAN (+) 26.6 (+) 26.6 50 (_) 29.1 H 33.5 LINTEL PLAN (+) 25.2 (+) 25.2 100 N 27.7 30.8 GARAGE DOORS 9'-0" x T-0" 16'4" x 7-4- '-0"(+)22.3 SD2 (+)22.3 + GENERAL DETAILS DATE (-) 27.7 (-) 23.8 SD5 WIND PRESSURE/ SUCTION DIAGRAM 5 5 4 4 „I 55 }� ,5 I 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 ;TORY HOME IS 15FT, 2 STORY HOME IS 30FT 3. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 4. "a" = END ZONE IS ONLY W/IN 5'4" OF ALL EXTERIOR BUILDING CORNERS. 5. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 6. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER IS CONSIDERED TO BE IN RIE WIND -BOURNE DEBRIS REGION. GLAZED OPENING' PROTECTION IS REQUIRED AND SHALL BE PROVIDED PER SECTION R301.2.1.2 OF THE FLORIDA BUILDING COPE - RESIDENTIAL, CURRENT EDITION. David Weekley Homes REAGAN POINTE- LOT 15 2892 GIPPER CIRCLE, SANFORD, FL 32773 MODEL 7510 LUBBOCK ELEVATION GARAGE SOUTH INDEX OF DRAWINGS SHEET SHEET TITLE S1 STRUCTURAL NOTES & COVER PHS UPDATES FS -1 FOUNDATION FORMS PLAN TB -1 TIE BEAM PLAN PLN -1 FLOOR PLAN ELE-1 UTILITY PLAN INT -1 INTERIOR DETIALS INT -2 STAIR SECTION INT -3 CLOSED STAIR SECTION ELV-1 FRONT & REAR ELEVATION ELV-2 SIDE ELEVATION RFP -1 ROOF PLAN PLT -1 PLOT PLAN I- U //06� V S2 FOUNDATION PLAN S2.1 DOWEL PLACEMENT PLAN S3 FOUNDATION DETAILS S4 LINTEL PLAN S5 FIRST FLOOR FRAMING PLAN S5.1 NOTES & CONNECTOR LEGEND RECORD COPY S5.2 ROOF FRAMING PLAN S D 1 GENERAL DETAILS REVIEWED FOR CODE COMPLIANCE SD2 GENERAL DETAILS PLANS MINER SD3 GENERAL DETAILS DATE SD4 TWO STORY DETAILS SANFORD BUILDINGDIVISION SD5 A PERMIT ISSUED HA- ;dt. CUNSTRUED TO BE A TWO STORY DETAILS LICENSE TO PROCEED WITH THE WORK AND NOTA e i rrunniry rn n; ST1 GENERAL STAIR DETAILS ASIDE ANY OF `"` PR".,I$.°NS OFTFiF `F1;`:;�'°AI CODES, NOP :�3HHLl. "3SuW ,CF OF A PF"101T NRE'JEI REQUIRING °RRr 1•r,(, ;FFP' lr7c`i rarr.ANS, MASTER UPDATES CONSTRUCTION,0 oo° kno.%,L _'PTH6iOD'c NUMBER DATE DESCRIPTION INTIALS 1 6/21/2016 CREATED ELEV. A,B,C & MINOR OPTIONS EA 2 1/19/2017 UPDATED TO NEW STYLE AND APPLIED ARCH UPDATES THRU 12/6/16 EA 3 1/30/2017 FIXED BEAM HEIGHT CALLOUTS, OPT FRENCH DOOR LINTEL DEPTH & CONNECTOR FOR COLUMN TO CMU ON ELEV C EA 4 6/21/2017 UPDATED FLOOR TRUSS LAYOUT TO WORK WITH ALL MASTER PLUMBING OPTIONS; ARCH UPDATES 5/10/17 EA 5 2/26/2018 PLANS HAVE BEEN UPDATED TO MEET F.B.0 6TH EDITION (2017) RESIDENTIAL AND UPDATED ELEV. A TRUSSES PER RPT -3 DJ 6 5/18/2018 UPDATED ELEV. C TRUSSES PER RPT -5 JW 7 11/8/2018 ADDED ELEV A, B, C & MINOR OPTIONS WITH EXPOSURE C PER GOLDENROD COMMUNITY (ACCUSPAN) EA CO'N''-A f TICIN TEST I'i%IIIR.Et rle.�•rr,. ,o ;rr Y et yred ut Slums Inspection .418-2558 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, dupllcation, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 0�aap'NG SANFORD t OFaaR�c:<% W Q O z _O I- 0_ U rn W Q alllllilll U � No4 . � o p ? 3 • � 2 U a z rya' z' am ".......... " Lu aZUj w ¢®Q=Y o 'Z z U) 4� �`®,, w< ��7lll11111`1 } O = SCALE: 7 � J m w W Q O z _O I- 0_ U rn W Q alllllilll U � No4 . � o p ? 3 • � 2 U a z rya' z' am � M z 2 N `n M LU J w LL z Q O w > O = W LL 0 ~ J z W _ � Y � u OV 00 w = m U m o LU o J J z V LL CD oI-Wtia°' � M y za U q) p> o Q N O W co to Ttl0�tl'N z w p STRUCTURAL ENG: BAD (A DRAFTING: Lu z -STRUCT: JV QC CHECK: EA ❑ L11 JOB No. U DWH-0205195 = SCALE: 7 O w DATE: 05/08/2019 Z� z O Fn W J n r m w D LU E I- U //06� V Q N V 2 m oo� I- USSU~>U) z F_ �- o' ER a V O��w N (n z ❑ `o F- LL 0 <DZwz< LUe �o�ga3 W U r^ r� Lti W V) H wU� O U) O � M z 2 N `n M LU J w LL z Q O w > O = W LL 0 ~ J z W _ � Y � u OV 00 w = m U m o LU o J J z V LL CD oI-Wtia°' � M y za U q) p> o Q N O W co to Ttl0�tl'N z w p STRUCTURAL ENG: BAD (A DRAFTING: cD z -STRUCT: JV QC CHECK: EA ❑ L11 JOB No. U DWH-0205195 = SCALE: 7 AS INDICATED w DATE: 05/08/2019 OF ARCHIVE PLAN REVISIONS # BY DATE DESCRIPTION 1. JH 04-05-16 -REVISED ENTRY DOOR TO 8-0 2. JF 04-25-2019 -ADD COOKTOP WITH DESIGNER HOOD OPTION 3 VV 04/26/19 -ELEVATION A&B; REIVSE ROOF PITCH TO 6:12 2. XS 05-04-16 -REVISE BEDROOM #3 WINDOW TO 5040 -HS C i O Y Y3N��c— -ELEVATION A: REMOVE SIDING RETURN ON LEFT ELEVATION 3. HST 06-07-16 -ADDED ELEVATION "C" 4. XS 09-07-16 -REVISED KITCHEN CABINETS TO 36" UPPERS AND 42" MADE AN OPTION d .2 _ m d 3 E .— 'mm > L d y C m T f0 j S Q 7 V m N -REVISED OPT. SGD TO BE 9-4 8-0 OXXO 5. LW 11 416 -REVISED WINDOWS @ OWNER'S RETREAT TO 4-0 5-2 SH @ 7'-4" -REVISED WINDOWS @ FAMILY TO 3-0 6-0 SH -REVISED WINDOWS @ DINING TO 3-0 5-2 SH ADDED OPT. 8X8 BEAMS W/ TRAY CEILING AT OWNER'S RETREAT HCR (s) DESCRIPTION REVISED DOOR SWING TO O.S. BATH 6 VV 11-21-16 ADDED 25SH @ 7'-4" AT ENTRY ALL ELEV: - REVISED T.O.M. TO 9-4 ILO 10-0 AND SECOND FLOOR PLT TO 19-8 ILO 20-4 7 LW 12-6-16 - REMOVED 1ST RISER FROM STAIRS ELEV B & C: EXTEND PORCH OUT 2" TO BE ALIGNED WITH FLOOR WALL ABV ALL ELEV: REVISE WALL AT REFRIGERATOR TO BE 10" WIDE AND 4" LONGER 8 MR 5-10-17 MOVE KITCHEN ISLAND 6" TOWARD DINING ROOM REVISE SWITCH LOCATIONS AT OWNER'S BATH RECENTER LIGHT AT RETREAT ALL ELEV: - REVISE WINDOWS AT STAIRWAY TO BE FIXED GLASS ILO SH, REMAINING THE SAME SIZE 9 MR 6-27-17 ALL ELEV: -ADDED OPTION DOOR AT ENTRY 10 JS 12-14-17 ALL ELEV: -ADDED OPTION DOOR AT ENTRY 11 JS 12-20-17 ALL ELEV: -CHANGED ALL CAN LIGHTS TO SURFACE MOUNT 12 LW 6/15/18 ALL ELEV: -REVISE WINDOW AT BR 2 TO 3-0 5-2 SH ILO 5-0 4-0 HS 13 AO 11/28/18 -REVISE BACK DOOR @ DINING TO 2-8 8-0 FR DR -ADJUST DIMENSIONS @ DINING WINDOWS AND FRONT DOOR -REMOVE NOTE @ ELV-1 "TEXTURED COATING SMOOTH SAND FINISH" -REVISE OPT FR DR @ FAMILY TO BE 8-0 TALL 14 DB 12/10/18 -REVISED WINDOW AT ENTY TO BE "TEMP" ASR REVISIONS # BY DATE DESCRIPTION 1. MB 04-24.2019 ASR CREATED 2. JF 04-25-2019 -REMOVED THE UTILITY COUNTERTOP OPT. 3 VV 04/26/19 REVISED: SHOWER HEAD TO LEFT WALL ILO OF BACK WALL ADDED DIM'S AT KITCHEN FOR COOKTOP AND END WALL TO DOOR c d m N C D ate+ C= O E `F- d • C i O Y Y3N��c— YO y C O O p y y y O V N fC O EC O Ofn N d N 3 m C N Q i d .2 _ m d 3 E .— 'mm > L d y C m T f0 j S Q 7 V m N aL+ F- N tC E f6 N HCR (s) DESCRIPTION SOUTH 751 0-A PHS LUBBOCK ORLANDO C L O 4�, ati L s �s t5 ) C !/ ® _Q z co O0 O:J= lC O C d 6 p C U J w 0 a, N oaNc1d aNi UL oz c d m N C D ate+ C= O E `F- d SOUTH 751 0-A PHS LUBBOCK ORLANDO C L O IFS; L s �s t5 ) C O C L N N D d N d p_ cE!,-aQE lC O C d 6 p C U J w 0 a, N oaNc1d aNi oN�cmY E c« E Q c d m N C D ate+ C= O E `F- d • C i O Y Y3N��c— YO y C O O p y y y O V N fC O EC O Ofn N d N 3 m C N Q i d .2 _ m d 3 E .— 'mm > L d y C m T f0 j S Q 7 V m N aL+ F- N tC E f6 N SOUTH 751 0-A PHS LUBBOCK ORLANDO IFS; s • • 1 � • 0 SOUTH 751 0-A PHS LUBBOCK ORLANDO IFS; s • • • SOUTH 751 0-A PHS LUBBOCK ORLANDO c `u 30' - 0" FIRST FLOOR 18'-0" 12'-0" Eli 61`j11111111977!!!0®// � r ----L----- J------7J_77777-I--- CIIA ca 0 A-a Q I I L 1 W ® r T- I - CD O N $O 1 e N w P , M MQ LL C.1 W Wf/ N F— M (D I �V I I 0/�WLL 0 I �1 Z (L LuN Lu I U o ♦n v t® ® LL t`nn T A ` W 0) U � I I cf)N I I I I I I 0 I I 1 10'-6" 1 N ELEC. _ I I ----i r-------- - �� ( I 1 I - -~ 1 I ----- I _ L------- - I9 -1� - -�1 I I r-r-� 1 1 II o II II I I I I I 1 I I I I I C) I 4'-4" 12'-7" I 15" I I I � I v o 1 I IQ 1 I I I I I I I I I 1 I I I I I 1 I I I I I I I I Z1� I I � I I I I I I I I I I I I I r I I I I 24— I I I I I I � AV JI �' 3' - 2" Z t I i N—_______ -_j N d' m 5'-4" 6'-8" v � r FIRST FLOOR 18'-0" 12'-0" or Win Eli 61`j11111111977!!!0®// � a'LL CIIA ca 0 A-a Q �YI�W�U�d ¢ UQ .tea 1 W ® r T- or Win f � _ W 1 W ® r T- CD O N $O e N w P W M MQ LL C.1 W Wf/ N F— M (D L) L) 0/�WLL 0 W Z (L LuN Lu o ♦n v t® ® LL t`nn T A ` W 0) U � IF SOUTH 751 0-A FS -1 LUBBOCK ORLANDO f � W 0 Z Ly N $O W M MQ C.1 W N F— M Z L) L) 0/�WLL (L W Z (L W Lu ♦n v t® ® LL IN z W 0) Q 00 cf)N IF SOUTH 751 0-A FS -1 LUBBOCK ORLANDO PRE -CAST LINTEL TYPE & SIZE PER ENGINEER FIRST FLOOR cow I I `��l\151i�1111� �W b• e� w y cc e.3a ©;z a o o� r 70 ® . .w o * ¢® Q (�! =8 U d ¢ O a Z w � f�J ...1 Y- ' • GJ m i Lu C. fo3cdo0 PRE -CAST LINTEL TYPE & SIZE PER ENGINEER FIRST FLOOR cow I I r �W C d O _j I I W Z Jaz zui I I C. fo3cdo0 o II 7 'If Lu O d= O m I 1-------------J T I BEAM OR LINTEL SIZE & TYPE PER ENGINEER TIE BEAM LEGEND 9-4 TOM no SOUTH 751 0-A TB -1 LUBBOCK ORLANDO r C d O f9 T V fy 7 D N d V O w i C L i a0+ o f r d N a d N d Q E E 2'-o E C. fo3cdo0 'UQ0 N U N C 7 N o 7 =E w c s c d E m O d= O �0E3ai T v 7 Q Y N c 0 c- y c Y 0 O O O p Y c� o:='a;, o N E N i 0 N r Q ico =ley= O O N N 3 =NroCL E yea>L� a. N 1-- N N E m N no SOUTH 751 0-A TB -1 LUBBOCK ORLANDO r 1 00 ® � r N � 7 Lu N U no SOUTH 751 0-A TB -1 LUBBOCK ORLANDO .. s no SOUTH 751 0-A TB -1 LUBBOCK ORLANDO SOUTH 751 0-A TB -1 LUBBOCK ORLANDO C 30'- 0" 12'-2" 3'-10" 14'-0" 20'-7" 4'-6" 4'-11" (2)4-0 5-2 SH @7'-4" SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE „SU) �6 M6@ �5Qw w Fw zz Q m z U N w U 00 0°z m2>—w zaU) z �3 TwSz �L O� zm �� Q a Lu 4[�u�qg.I �w w �Fw� �Wo¢ _ OU �oz-waz o� O Q W2 Uow gz�8�S WawFz. m z 2WU tiUw) m LLj 2 W W UU Lu oog �W�l�0 W of z'a��p�a f5w w5 a a .0 LL u�zdzvlu�z j C, U) a inmv~imz� (09 C/) w w U g 0z5�g °Qw�jz �� o W Z W>Ww I- �00Lu Qrp2mm OZ NL)QiiY 41 p Q rZw°au¢zZUOOzU �� 00ii QI-iLa Q ° 8 0 m z O O � z o ° _ oU a U 0 w = c Iuj z z a � U ° 0z a z m w mwUro otl 2 U 0 00 8 U Q -0 U o o w9 U a z O a � z o Q Q g Ev ° �w o� WE),- m0 8 _o $ 0 Cl W� U) O m Q �Lu LL ;iil$I)Y 14'-0" 5'-10" 3'-0"LX5'-10" 12'-8" 16" F----1 I i A/C PAD I 1 (3)3-0 6-0 SH TOTAL LIVING J 1ST FLOOR z 0 0CLG_----9-4 0 0 2 - CAR 375 z�Ew N U@� O 75 ELV. A 85 LO 8U0� LL SOFFIT N/ M r y c d E is O N C 2 y C t MCoF,28" -U C 04 d 3 y C G C= N CD R4�'- 3 3 0 55 U D 2 O A ` O3 v n- U 16 y 7 E m @ > L N F- N U) W E m (n HIGH (3)3-06-0S 2" WALL ---- OWNER'S BATH 00 " 50, C? R @) DINING - 2.0 v. OWNER'S N to 0. v ° 3' °., HS CPTm RETREAT HS CPT = co 4'-4" 7' 4 60 16' 3 - o" T- 6" 8' 0" 0" 22" 341/2_HIGH WALL 80 M-_-_-_--_-_--_----=�_ 2-0 n 2-6 1R1S 5SHELVES W N L---__-_-_____ FAMILY I U to E I E I 16" I� I� Lo o o LOOPED 10 20" Zn o N DW ISP VENT N { I 13'-0" I 12" 1 4' - 4" � N KITCHEN 2R2S 2X6 WALL 11' - 0" 10" 6' - 6" 20" 4'- 4" COOKTOP R - - - c'7 WRSH R DRYER 2-8-_=�--J DRAIN PAN o o BEDRM 2 w M PT HS UTIL co I REFG. S C T `; DRYER VENT THRU.ROOF ih 3 5 SHELVES S22' 33 I I I 1 2 -3 _ zo 1 2 `) 2'-7' 4'-6" 11 N 5'-6" ih I 4 I� 5 2X6 WALL HANDRAIL _- 6 WA 16 7 2-4 m ( M .) zo I 8 NUI 0_ o 6' -11 1/2" 1 PER COM o a IU S CPT i 9 �1 1� 6 'X3 , o BATH 2 No J ,o _ II - - - OWE 1R1S rn II � 11 s r. W W = Z 16' -11" 15 < (TYP•) 4 I I 12 = I 1 0 13 7 o 5 8' -10" 9' 8" z? I 14 COI cd V 15 BEDRM 3 I 16 - - - 17 4'. 8" 2'- 2" T-4" 1R1S� v I = 1 v N N i" RETREAT i 9 TflRAfCC ,-SOE- 1R1SI o 2X6 WALL N 2-0 5-2 SH" 3-05-9 SH 2-05 2 I i --SipFM- @T-8" @T-8" 2 CAR i o (TEMP.) 11 o s 2X6 WALL SECOND FLOOR NOTE: ALL 2ND FLR. CEILING HEIGHTS 9'- 0" UNLESS NOTED OTHERWISE „SU) �6 M6@ �5Qw w Fw zz Q m z U N w U 00 0°z m2>—w zaU) z �3 TwSz �L O� zm �� Q a Lu 4[�u�qg.I �w w �Fw� �Wo¢ _ OU �oz-waz o� O Q W2 Uow gz�8�S WawFz. m z 2WU tiUw) m LLj 2 W W UU Lu oog �W�l�0 W of z'a��p�a f5w w5 a a .0 LL u�zdzvlu�z j C, U) a inmv~imz� (09 C/) w w U g 0z5�g °Qw�jz �� o W Z W>Ww I- �00Lu Qrp2mm OZ NL)QiiY 41 p Q rZw°au¢zZUOOzU �� 00ii QI-iLa Q ° 8 0 m z O O � z o ° _ oU a U 0 w = c Iuj z z a � U ° 0z a z m w mwUro otl 2 U 0 00 8 U Q -0 U o o w9 U a z O a � z o Q Q g Ev ° �w o� WE),- m0 8 _o $ 0 Cl W� U) O m Q �Lu LL ;iil$I)Y 14'-0" 5'-10" 3'-0"LX5'-10" 12'-8" 16" F----1 I i A/C PAD I 1 (3)3-0 6-0 SH FIRST FLOOR 18'-0" 2'-0" I. 8'-0" 1.2'-0" NOTE: ALL 1ST FLR. CEILING HEIGHTS 9' -4" UNLESS NOTED OTHERWISE Z p U Q O 00 0 E- ® U Z Z Oz z Q a W w ZO Q dazw(D L Q O U 1I') �W��tn O V, wWwww o z 0~UE Er Q z > J w Q o W ° z0 LL zzz w w ru 0 mw W No r cn TOTAL LIVING J 1ST FLOOR z 0 0CLG_----9-4 0 0 2 - CAR 375 z�Ew N U@� O 75 ELV. A 85 LO 8U0� 1452 SOFFIT N/ M r y c d E is O N C 2 y C t i+ -U C 04 d 3 y C G C= N CD R4�'- 3 3 0 55 U D 2 O A ` O3 v N IC N W i N r N U 16 y 7 E m @ > L N F- N U) W E m (n (3)3-06-0S 00 " 50, C? R @) DINING (TEMP.) N HS CPT = 60 3 - o" T- 6" 8' 0" 0" 22" 341/2_HIGH WALL 80 M-_-_-_--_-_--_----=�_ W N L---__-_-_____ FAMILY Lo o o LOOPED 10 o N DW ISP VENT N � KITCHEN 11' - 0" 10" 6' - 6" 20" 4'- 4" COOKTOP R - - - o co I REFG. 3 I GH GUARDRAIL zo 1 2 `) Z 8 36" HIGH 2X6 WALL HANDRAIL 6' -11 1/2" 1 PER COM I a 16' -11" 15 < (TYP•) 4 o 5 COI cd V v I = 8 N i 9 TflRAfCC ,-SOE- { I i --SipFM- 2 CAR i ; -----13- GARAGE n L 19.-811 -----16- -��- - m ENTRY � � N �, d. _ 5'-4" 6'-6" tea_ 2-8 c V3-0 16-0 7-0 GARAGE DOOR PWDR 16" 16'- 0" 2'-2" o I 0 1 FLR. LINE ABOVE 01 4'-8" 6'-8"12o 9-4 SOFFIT v DB EQ. TO COLUMN FRAME -WIDTH --- - 8-0 CLG FIRST FLOOR 18'-0" 2'-0" I. 8'-0" 1.2'-0" NOTE: ALL 1ST FLR. CEILING HEIGHTS 9' -4" UNLESS NOTED OTHERWISE Z p U Q O 00 0 E- ® U Z Z Oz z Q a W w ZO Q dazw(D L Q O U 1I') �W��tn O V, wWwww o z 0~UE Er Q z > J w Q o W ° z0 LL zzz w w ru 0 mw W No r cn TOTAL LIVING J 1ST FLOOR z 0 2ND FLOOR 0 0 2 - CAR 375 z�Ew N U@� O 75 ELV. A 85 LO 8U0� PLAN SQFT. TOTAL LIVING 2174 1ST FLOOR 917 2ND FLOOR 1257 2 - CAR 375 LANAI 75 ELV. A 85 SLAB 1452 ISTER PLAN N/ W r- m r-- fn Z r C L O ® T- O O O N O N N a) a cE2'E IL R 7 C N 0 UO —1 71 11— M r y c d E is O N C 2 y C t i+ -U C 04 d 3 y C G C= N CD }y o � N O �, 'U ._ O U D 2 O A ` O3 v N IC N W i N r N U 16 y 7 E m @ > L N F- N U) W E m (n W r- m r-- fn Z r co ® T- r" ® LU J M L.6 N 11— M z V J LL CL uJ •� LLJ N CD p. O A ` N. U Q Lf) J r- m r-- fn Z r L N o ® LU J M LU N 11— M z V J LL CL uJ Z a A! p. V 'n LL W O Q N SOUTH 751 0-A PLN -1 LUBBOCK ORLANDO SECOND FLOOR n I L L= J F_ _j 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. * THE LAUNDRY AREA CIRCUIT MUST BE DEDICATED CIRCUIT TO SUPPLY LAUNDRY EQUIPMENT AND MUST BE GFCI PROTECTED * UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTICLES AT THE FOLLOWING HEIGHTS ABOVE FINISED FLOOR: SWITCHES 42" OUTLETS .......14" OUTLETS wl MOULDING 9" A.F.F. TELEPHONE.... 14" TELEVISION 14" WALL MOUNT TELEVSION.... HTS VARY (VERIFY @ SELECTION PROCESS) TELEPHONE/CABLE/OUTLETS @ COMMAND CENTER 54" TYP. (VERIFY @ SELECTION PROCESS) * ALL CLG. FIXTURES VARY PER COMMUNITY (SEE ELEC. SHEETS) * PHONE, CABLE & TV PER COMM. SPECS. VERIFY LOCATIONS @ SELECTION PROCESS * HOME SECURITY LOCATION @ UTILITY ROOM. VERIFY LOCATION IN FIELD (2) # 210 XHHW ALUMINUM CONDUCTORS — (1) # XHHWALUMINUM NEUTRAL (1) # 4 XHHW ALUMINUM EQUIP .GRD POWER COMPANY NE'A3R PEDESTAL SERVICE BY OTHERS AMP NTS (2) # 210 XHHW ALUMINUM WIRES (1) # XHHW ALUMINUM WIRE ELECTRICAL RISER NOTE: NTS ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. GRND. OPTION is #4 BARE CU TO GROUND 8FT. GROUNDING RODS 8 FT. APART -7 GRND. OPTION 2: FOOTER STEEL GROUND (REQUIRED) FIRST FLOOR UTILITY LEGEND AMP 110V OUTLET VOLT 30 COMBO LCl0/240 IRCUITS MLO DISCONECT 6 AND 16 METER CAN N GRND. OPTION is #4 BARE CU TO GROUND 8FT. GROUNDING RODS 8 FT. APART -7 GRND. OPTION 2: FOOTER STEEL GROUND (REQUIRED) FIRST FLOOR UTILITY LEGEND t t O p m 110V OUTLET Z :i7 12" A.F.F. (U.N.O.) GFI GROUND FAULT INTERRUPTOR 6 (WEATHER PROOF AS NOTED) 16 ` � N HALF HOT OUTLET M 220V OUTLET (36" A.F.F. @ UTILITY) Z V PHONE LINE TV to CABLE TELEVISION P STANDARD SWITCH L (3 OR 4 WAY AS NOTED) SURFACE MOUNTED LIGHT �®n SURFACE MOUNTED LED LED DISC LIGHT C� WALL MOUNTED LIGHT � RECESS CAN LIGHT ® (EYEBALL AS NOTED) VT o EXHAUSTVENT SD SMOKE DETECTOR 9 (CARBON MONOXIDE AS NOTED) D I DOOR BELL H®S DOOR BELL CHIMES ELEC. PANELBOARD W/ CIRCUIT BREAKERS H13 BT T HOSE BIB GAS GAS TAP CW HW t I# COLD/HOT WATER SUPPLY E TELEVATOR CALL BUTTON L r t t O p m 0 ~ Z :i7 ® CO CL ® W M ` � N W M C Z V W 0 0' to P .� L N ti n v �®n � Q U � L r t t O p m 0 ~ Z :i7 CL ® W M �J V ti W M E- Z V J 0 0' a a' W W n v LL W Q � N � SOUTH 751 0-A ELE-1 LUBBOCK ORLANDO W3924 W2442 W3624 OPEN ABOVE CABINET MOULD (TYP.) W2442 - - - - - - - - - - - - - VENTHOOD I I REFG. FILL BACKSPLASH COOKTOP PER COMMUNITY MOA RSR M')A ru I OPEN ABOVE CABINET MOULD W4842 (TYP.) FILL MICRO OVEN � 0 Imo❑ �� ® by m_ e1 O o z B48 KITCHEN 90"x42" MIRROR FILL 4" SPLASH 0� 0� z VS45 VS45 OWNER'S BATH OPEN ABOVE 12" SHELF ----- - - - - ------- - - - - - - I R WASHER DRYER I I� , I I II I I I I I UTIL IGH IGH 36 x46" MIRROR OVAL 4"SPLASH MIRROR 0 BATH 2 PWDR ISLAND OPEN TO FAMILY 341/2" HIGH WALL o 16" � END PANEL ISLAND SIDE 11Y 1 111 f1 r Z r +`.iy 0 � 00 ® by m_ e1 O o z v O N 2 a eU Lu2 d ¢ Oe Z o�j Z r j t�vv°rr^O^ r 0 Z Z r CID 0 � 00 ® r r N 4� r 0 Poo Lu N z U Z Z r N CL $O qq .JJ W N Z � M ® J ® W LL a w Za' W ®® C7 LL W Q w N c/) SOUTH 751 0-A INT -1 LUBBOCK ORLANDO N N dL T O O a c C o d d Nm c O N O "L a E=E N a U O d y O U N O O U o N O a y 0 O N T N 'j: C O i O N _gra c w u I L O t � Eli Q em 69\n V�DQoz O 6 w Hi III j o r LL � ''' •°O�(V`�>w � 72 � g®'off r /till o1i1 N N dL T O O a c C o d d Nm c O N O "L a E=E N a U O d y O U N O O U o N O a y 0 O N T N 'j: C O i O N _gra c w u I L O t � STAIR SECTION C L O L y Y a r 3 N a0 O O C{ -+L+'' N N a d N N Q cE�a-0E n. M Z C d O U O L C U cayc>� y Ouj N O @ C+L. Ot E t9 p m C '_ C T a C i N m 0 Y O C O O p Y d d d N U m a N O U c N aUi N 3 @ioda�,�m O w SN N y 7 E d � > L �i y 0 7 >. fC 7 L a l U m N aL+ k-- N a N E f0 N �I1 r O Q m 0 II Hi III j o r N � a N r 42" HIGH WALL CAP O r O .� u N ti M W/ HARDBOARD, TRIM W/ CASING U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :. .. -.......... ...................FLOORSYSTEM . . . . . . . . . ...1 . . . .. ...... .......................... . . . --J ........... J J __J PER COMM (TYP.) I 36 HIGH RAIL I I --J 3 2 1 STAIR SECTION C L O L y Y a r 3 N a0 O O C{ -+L+'' N N a d N N Q cE�a-0E n. M Z C d O U O L C U cayc>� y Ouj N O @ C+L. Ot E t9 p m C '_ C T a C i N m 0 Y O C O O p Y d d d N U m a N O U c N aUi N 3 @ioda�,�m O w SN N y 7 E d � > L �i y 0 7 >. fC 7 L a l U m N aL+ k-- N a N E f0 N �I1 r O Q m II o r N � a N r 4, O r O .� u N ti M U Lo r r O t" O m Z le Z r a N $O pLJ.IM �C.�ti M Z_ V J O p� LL W Z a. W LL 'n LLJ O Q N SOUTH 751 0-A INT -2 LUBBOCK ORLANDO Ix BLOCKING 2x12 TREADS — 2x6 RISERS 2x4'S STUDS @ EACH TREAD ON BOTH SIDES 2x12 STRINGER ONE ON EACH SIDE AND DOUBLE @ MID -SPAN 2x4 KICKER PLATE 11" 11I 10" NOSIN (TYP.) a 100" it HANDGRIP BALUSTERS 2x12 TREAD 2x12 STRINGER 1x6 TRIM W/ROUTERED EDGES OR PER COMM. SPECS. 2" CASING OR MOULDING 2x4 STUDS GYP. BOARD - SOLE PLATE - OR EQUAL W/CIRCULAR OR WINDING STAIRS NOSING ti 11" 10" (TYP.) 9'-4" CLG. �, PLYWOOD I I I 1 I I 1 I I I I , I , I I I I I 1 I ' CLOSED STAIR SECTION DETAILS 11" , 3/4" 1x8 TRIM— 1„ NOSING 10" �, PLYWOOD GV co (TYP.) d DECKING BALUSTERS y 0 y N v LP j �=��j. z ai c"d E y E a L C d E N TO SIT ON 0' = 0 y� C t T_ LL Lu p070E3ai O L y 0 01 � N r 91-011 dd y V V y Y 0 E LL 2x12 STAIR RAISED N.2 y y N 3 N N N Q 6 L N C y Q O.2 N d 7 E m 1i > L 1_ O U:2 O 7 > fC HEADER WALL r I , 1 , I i O I I I I I I I I I I I I I I I ' I I ALTERNATE I I I I STUD WALL \ I I I I 2x BLOCKING FILLER, TRIM TO FIT HANDGRIP BALUSTER; THAN 4" OJ MAXIMUM 1x6 TRIM ( AS REQ. P COMM. SPECS. 2" DOOR CASING 0 MOULDIN( I I I I I I I I I I I I I I I I SOLE PLATE I -_� FIN. FLOOR GYP.BOARD FINISHED y WALL I I ,I I I 1x12 TRIM ROUTERED 1N UPPER SIDE STAIR NOTES * HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT 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, 314" PLYWOOD IN PLACE OF STRINGER (OR AS REQ.) * SEE SPECS FOR FLOOR SYSTEM SIZE (NOTE: RISER TO RISER W/ 1" NOSING FOR MIN. TOTAL OF 11" TREAD DEPTH) OOD BASE 2x12 STRINGER OR EQ W/CIRCULAR OR WINDING STAIRS SOUTH 751 0-A INT -3 LUBBOCK ORLANDO Z m C� t0 �, �- GV co O d y N Q C E2 0 Q E d 0 W� W D U a U, y 0 y N v LP j �=��j. z ai c"d SOUTH 751 0-A INT -3 LUBBOCK ORLANDO Z m c d O t0 L Qi ate. � d L ev O NO c~ '• L y O O d y N Q C E2 0 Q E d ` =r - (D 0 J y 0 y N v N 0 y C d 7- Y E y E a L C d E N 0 0' = 0 y� C t T_ LL Lu p070E3ai O L y 0 01 � 30 c UO = — r +y O O Y dd y V V y Y 0 E LL aLi�o=may_ O N.2 y y N 3 N N N Q 6 L N C y Q O.2 N d 7 E m 1i > L � O U:2 O 7 > fC h N 07 m E A y SOUTH 751 0-A INT -3 LUBBOCK ORLANDO O m m � z° Lo c $ O O p W J M co ® r T- F– Q O Z V N_ T_ LL Lu a. Za,W r r 0 LL CN Z Lu O Q � N � r O NLu A \ U SOUTH 751 0-A INT -3 LUBBOCK ORLANDO O m O 0ti z° Lo c $ a N O p W J M U LLQ N F– M Z V J O LL Lu a. Za,W 0 LL CN Z Lu O Q � N � SOUTH 751 0-A INT -3 LUBBOCK ORLANDO ALTERNATE CONNECTIONS I.L.O. J-BUL I: 1. MIN. (6) 112"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. EMBED. W/ SIMPSON SET -XP EPDXY OR EQUIV. USE 2"x2" SQUARE WASHER rt7- — — v HOOK ¢ _�__ 2x6xl2 P.T. SYP #2 <' �'.' CENTER BUCK > -- I 1/2" J -BOLT W/ 5 1/2" EMBED. (1) #5 IN TIE BEAM 2x P.T. SYP #2 NAILER 1 1/2" PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7116" 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 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS FA ARCH WINDOW FRAMING DETAILS ARCH PER ELEV LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION J. (HEADER CAN BE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU i— HEADER (SEE PLAN) ARCH PER ELEV IT PRE-ENGINEERED 12 TRUSSES PER PLAN @ (TYP) SEE ELEV. 24" O. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM II TOP OF KNEEWALL TO BOTTOM / OR SP2 CLIPS AT TOP AND SPI I 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. O F1 KNEEWALL ABOVE MASONRY WALL 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ WOOD SEE GE01/SD3 FOR II I O.C. GABLE TRUSS TO SHEATHING (1) #5 BAR IN PRECAST MIN. HEADER PER LOCATION OF OPENING W/ (1) 1/4"x2-3/4" CLOSURE WALL w/ NOTES FRAME OUT TO BLOCK SINGLE TOP AND BASE TRUSS �) .�.. If GABLE TRUSS i LINTEL -r 4" MIN. FROM TAPCONS @ 24" O.C. & ATTACH PER 12" O.C. 2 NAILING SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO J p (2) 16d NAILS TO EA. PERP. TO EA. VALLEY COMMON TRUSS TRUSS NAILED TO 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO TRUSS BELOW @ 24" ( FACE OF CMU 4" FROM ENDS EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILSco w ¢ °•° ATTACH TRUSS TO STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL w O e e°; ' , hit Y U ' (2) #5's VERTICAL IN U ANCHOR NOT PERMITTED TO BE 6`; 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME /j _ O :z v 0 OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS ^ z uj ;w-¢� GROUT FILLED CELL (FASTENING) ARE MET. z z INSTALLED WITHIN 1-1/2" OF HEAD JOINT �0: O¢ 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID LUi. Q Q °, �% /b ° II: J O o O • • °° �< O ri"pQ.O�\\ U_ \m MIN. (6) 1/2" DIAMETER J -BOLTS USING 2"X2" SQ. SEE FRAMING PLAN FOR > X FL � z g U w w WASHERS & 5-1/2" MIN. EMBED. AT EA. 2x6 P.T. DOOR BEARING WALL LOCATIONS. U () ENTIRE COLUMN TO n BUCK, EA. SIDE OF OPENING. FIRST ANCHOR SEE BEARING WALL zw W BE GROUT FILLED LU w TYP. TRUSS TO FRAME (BOTTOM & TOP) 8" MAX. ABOVE GARAGE F.F. & 6" ANCHORS SCHEDULE FOR REQUIRED ..I U.N.O. U CONNECTION PER — BELOW TOP OF BUCK. SPACE REMAINING CONNECTIONS, STUD STD. CONNECTOR (1) #5 VERTICAL IN 2i u I @ 24" O.C. MAX NOTE: CONTRACTOR TO VERIFY SPACING, AND BLOCKING NOTES w GROUT FILLED CELL (IF —� BUCK TO CMU ATTACHMENT REQUIREMENTS FRAME OUT TO BLOCK 0 w REQ'D PER PLAN) < — LOCATIONS PER GARAGE DOOR — EDGE w J —¢ ¢ w o- MFR.'S WRITTEN SPECIFICATIONS LU w FJ ' NOTE: SEE MD08 ON O wI > O w ¢ 45 DEG. BEVEL CUT PLAN F o p m C9 2x6 P.T. SYP #2 BUCK KNEE WALL JOINING I (2) 2x TOP PLATE U) _m ¢_ V ¢ END, 1 112" ABOVE _ -. ` ' ''". I UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN z O GARAGE F.F., EA. SIDE . WALLS SHALL BE I FOR BEAM SIZE (ONLY m z — SECTION OF OPENING DO VERTICAL REINFORCEMENT DETAIL DO GARAGE BUCK DETAIL (MAX. 170C) DO BEARING/ SHEARWALL CONNECTION TO CMU 1/2"=1'-0" PRECAST LINTEL PER PLAN MASONRY WALL SEE PLAN 2x8 W/ (2) 16d TOE — NAILS EA. END 2x SPF CONT. BLOCKING ATTACH TO 7116" 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 NOTE: CUT BACK 2x8 P.T. @ TOP TO ALLOW CONT. 2x4 BLOCKING AROUND CURVE. MIN. 2 TAPCON ANCHORS FA ARCH WINDOW FRAMING DETAILS ARCH PER ELEV LINTEL (SEE PLAN) SEE TYPICAL HEADER 7/16" O.S.B. EA. SIDE FRAMING DETAILS FOR ADDITONAL INFORMATION J. (HEADER CAN BE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ CMU i— HEADER (SEE PLAN) ARCH PER ELEV IT PRE-ENGINEERED 12 TRUSSES PER PLAN @ (TYP) SEE ELEV. 24" O. C. MAX. DOUBLE 2x TOP PLATE TYP. TRUSS TO FRAME CONNECTION PER STD CONNECTION NOTES EXT. SHEATHING ATTACHED PER NAILING SCHEDULE FROM II TOP OF KNEEWALL TO BOTTOM / OR SP2 CLIPS AT TOP AND SPI I 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. O F1 KNEEWALL ABOVE MASONRY WALL 7/16" O.S.B. EA. SIDE 2x BLK'G. TO O.S.B. W (2) - 8d EACH END END VIEW w/ WOOD CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN O2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OC CONT. ROOF SHEATHING NAIL PER PLAN OPROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JOSTRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED v EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i SIMPSON LTA2 @ 4'-0" SEE GE01/SD3 FOR TAPCONS OUTLOOKER OR O.C. GABLE TRUSS TO SHEATHING 12" O.C. 1 CANTILEVER HEADER PER LOCATION STD.CONNECTOR CLOSURE WALL w/ NOTES FRAME OUT TO BLOCK SINGLE TOP AND BASE TRUSS PLATE w/ (2) 16d NAILS ' TO TRUSS. STUDS @ GABLE TRUSS i UPLIFT CONNECTOR SHEATHING INSTALLED CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN O2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OC CONT. ROOF SHEATHING NAIL PER PLAN OPROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JOSTRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED v EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i SIMPSON LTA2 @ 4'-0" SEE GE01/SD3 FOR TAPCONS OUTLOOKER OR O.C. GABLE TRUSS TO SHEATHING 12" O.C. 1 CANTILEVER IF REQ'D, PROVIDE STD.CONNECTOR CLOSURE WALL w/ NOTES FRAME OUT TO BLOCK SINGLE TOP AND BASE TRUSS PLATE w/ (2) 16d NAILS ' TO TRUSS. STUDS @ GABLE TRUSS 24" O.C. & EXT. UPLIFT CONNECTOR SHEATHING INSTALLED EXT. SHEATHING; - PER NAILING PATTERN ATTACH PER 12" O.C. 2 NAILING SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO J p (2) 16d NAILS TO EA. PERP. TO EA. VALLEY COMMON TRUSS CRICKET AS REQUIRED MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MASONRY WALL PER PLAN O2x STUDS @ 16" O.C. FOR KNEE WALL OLSTA18 @ 32" O.C. STUD TO PRE -ENG TRUSS, SLIT B ROOF SHEATHING FOR STRAP OC CONT. ROOF SHEATHING NAIL PER PLAN OPROVIDE 2x4 BLOCKING w/(2)16d NAILS EACH END D TO TOP CHORDS OF TRUSSES BELOW WHEN BOTTOM PLATE DOES NOT LINE UP ABOVE TRUSS BELOW AND CONNECT w/ HTS20 @ 32" O.C. OPRE-ENGINEERED ROOF TRUSS PER PLAN BELOW O2x PLATES OVER ROOF DECK PER VALLEY FRAMING DETAIL ODOUBLE TOP PLATE OSIMPSON H3, H4, OR H5 @ EA. END OF TRUSS OR RAFTER COMMON TRUSS PER PLAN OR CONV. FRAMING w/ JOSTRUCTURAL SHEATHING PER PLAN AND ROOF FINISH PER ARCHITECTURAL PLANS OCURVED ROOF TRUSSES PER PLAN OR CURVED K RAFTERS w/ (2) LAYERS 3/4" CDX SHEATHING NAILED @ 6" O.C. STAGGERED v EITHER UPSET OR DOWNSET) 2x W/ (2) 16d TOE NAILS EACH END (3) 16d COMMON NAILS (TYP.) 2x4 SPF CONT. BLOCKING ATTACH TO 7/16" OSB W/ (2) 8d NAILS 7/16" OSB EACH SIDE, W/ 6d NAILS @ 16" O.C. TO SIDE & TOP NAILER 2x BUCKS, 8d NAILS @ 4" O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN i SIMPSON LTA2 @ 4'-0" SIZE TAPCONS SHEATHING PER PLAN O.C. GABLE TRUSS TO TYP. TRUSS TO FRAME 12" O.C. 1 CONNECTION PER MASONRY STD.CONNECTOR MAIN SPAN ROOF NOTES FRAME OUT TO BLOCK (2) 2x PLATE — TRUSS TOP KNOCKOUT ' 2X COURSE W/ (1) #5 12" O.C. 1 UPLIFT CONNECTOR CONT. (SEE SCHEDULE) 2x8 MASONRY WALL PER 12" O.C. 2 PLAN CONNECTON TO WALL GEO GABLE END AT VALLEY FRAMING 3/4"=1'-0" LAST STUD OF KNEE WALL - JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE OTHERWISE SP2 CLIPS EACH STUD TO DOUBLE TOP PLATE AND SP1 CLIPS EACH STUD TO BOTTOM PLATE (2) 2x TOP PLATE W/ (3) 12d END NAILS TO LAST STUD TYPICAL TIE BEAM W/ 3000 psi CONC. W/(1) #5 REBAR CONT. 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 Z' TITEN HD ANCHORS W/ vIIN. 1 " EMBEDMENT FOR HOLLOW BLOCK OR 3 1/2" EMBEDMENT FOR SOLID BLOCK. MAX. 6" FROM TOP AND BOTTOM DR 1/4" TAPCON W/ MIN. 2" EMBEDMENT 6" -ROM TOP AND BOTTOM AND 12" O.C. BETWEEN PT BASE PLATE SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQ'D (2) 2x TOP PLATE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D DO�\ 2x BUCK DETAIL PRE -CAST LINTEL PER PLAN OPENING WATERPROOFING BY BUILDER/ OTHERS WINDOW/DOOR OPENING SIZE AND LOCATION PER PLAN (TYP). MASONRY WALL PER PLAN (TYP). P.T. BUCKS PER SCHEDULE LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SHEATHING PER PLAN 1x4 TYP. TRUSS TO FRAME 12" O.C. 1 CONNECTION PER 3/16"x21/4" STD.CONNECTOR 1x8 NOTES FRAME OUT TO BLOCK (2) 2x PLATE — EDGE AS REQ'D LAST STUD OF — KNEE WALL JOINING UP TO MAIN HOUSE WALLS SHALL BE ATTACHED TO MIN. (2) 2x FULL HEIGHT WALL STUDS W/ (2)-16d NAILS @ 12" O.C. MIN. 2x4 SPF #2 KNEE WALL WITH STUDS @ 16" O.C. W/ STRUCTURAL SHEATHING ON BOTH SIDES FROM TOP OF WALL TO BOTTOM OF BEAM. ATTACHED PER NAILING SCHEDULE (2) 2x #2 SYP SEE PLAN FOR BEAM SIZE BUILDER FRAME RADIUS AS REQ'D P.T. BUCK FASTENER SCHEDULE SIZE TAPCONS SPACING # ROWS 1x4 3/16" x 2 1/4" 12" O.C. 1 1x 3/16"x21/4" ' 1x8 3/16" x 2 1/4" 12" O.C. 2 PLAN F__ EXT. SHEATHING; = 2X I3/16" x 3 1/4" 12" O.C. 1 2x6 3/16" x 3 1/4" " 2x8 3/16" x 3 1/4" 1 12" O.C. 2 U) z O U NOTES: MAIN FLOOR OUTLOOKER OR ELEV 0'-0" 1. 2x SYP #2 P.T. BUCKS/NAILERS MAY EXTEND BEYOND INT. FACE OF z CANTILEVER 8d NAILS @ 4" O.C. WINDOW/DOOR. FASTEN BUCK TO MASONRY PER FASTENER SCHEDULE ¢ N VALLEY TRUSSES PER 4" FROM ENDS AND 12" O.C. MAX. TAPCONS TO BE 1 1/2" MIN. FROM EDGE PLAN F__ EXT. SHEATHING; = OF BUCK. O SCHEDULE 2. BUCKS LESS THAN 2x SYP #2 TO BE FASTENED W/CUT NAILS OR LL (� ROOF SHEATHING PER 05/08/2019 NAILING SCHEDULE EQUIVALENT, STRUCTURAL CONNECTION OF WINDOW/DOOR TO J p STRUCTURE BY OTHERS IN THIS CASE. PERP. TO EA. VALLEY TRUSS NAILED TO 3. ADDITIONAL 2x SYP #2 P.T. WOOD BUCK MATERIAL MAY BE ADDED TO TRUSS BELOW @ 24" w r> EXISTING 2x BUCKED OPENING, USE (3) ROWS OF 10d x 3" NAILSco w ¢ °•° ATTACH TRUSS TO STAGGERED @ 12" O.C. AND 6" FROM ENDS @ EACH SUCCESSIVE BUCK. MAX. 2 PLIES OVER INITIAL w O e e°; ' , hit Y U ' P.T. BUCK. U v4 rn 6`; 4. MIXING OF 1x AND 2x BUCKS SHALL BE PERMITTED FOR THE SAME /j _ O :z v 0 OPENING IF WINDOW/DOOR MANUFACTURER AND PLAN REQUIREMENTS ^ z uj ;w-¢� ;¢ (FASTENING) ARE MET. z z 1 2; 3 �0: O¢ 5. MAINTAIN MAXIMUM 2" FASTENER EMBEDMENT INTO HOLLOW OR SOLID O Q °, �% /b ° 9 Q � GROUTED CMU. 6. WINDOW OR DOOR INSTALLATION BY OTHERS O o O • • °° �< O ri"pQ.O�\\ U_ \m Uj X FL � U w w \ U () STRUCTURAL 0 (z9 SHEATHING zw W TYP. TRUSS TO FRAME 2) w m O h Q CONNECTION PER O STD. CONNECTOR ¢ NOTES w FRAME OUT TO BLOCK 0 w — — — EDGE w J LU w FJ LAST STUD OF w � KNEE WALL JOINING I (2) 2x TOP PLATE U) UP TO MAIN HOUSE (2) 2x #2 SYP SEE PLAN z WALLS SHALL BE I FOR BEAM SIZE (ONLY m z ATTACHED TO MIN. I IF OPENING PROVIDED > 0 (2) 2x FULL HEIGHT I PER PLAN) O z O WALL STUDS W/ a W (2)-16d NAILS @ 12" I 2x4 SPF #2 KNEE WALL tY } O.C. W/ STUDS @ 16" O.C. = Q U 2 1/2" W/ STRUCTURAL I F- >. O 1/2" x 8" ANCHOR BOLT SHEATHING FROM I w W OR TITEN HD @ 32" TOP OF WALL TO Q it p O.C. & 6" FROM EACH BOTTOM OF WALL. x v END ATTACHED PER ~ I - Oz 2x PT BOTTOM NAILING SCHEDULE PLATE OTHERWISE SP2 CLIPS w U) PRECAST LINTEL OR EACH STUD TO BEAM IL O KNOCK OUT COURSE ABOVE AND SP1 CLIPS o — — — — — — EACH STUD TO U z T MASONRY WALL BOTTOM PLATE o r W FO KNEEWALL AT DOWNSET BEAM FO KNEEWALL AT UPSET BEAM FO KNEEWALL AT MASONRY WALL Z LU ¢ 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'4" L- a ¢ ... SEE GE02/SD3 FOR MAIN FLOOR OUTLOOKER OR ELEV 0'-0" SHEATHING VERT REINF. BEYOND CANTILEVER 8d NAILS @ 4" O.C. VALLEY TRUSS CONV. FRAME OR N VALLEY TRUSSES PER PLAN F__ EXT. SHEATHING; = ATTACH PER NAILING -- - - - - SCHEDULE CONT. PLYWOOD LIJ ROOF SHEATHING PER 05/08/2019 NAILING SCHEDULE OR OPT. 2x4 BLOCKING U PERP. TO EA. VALLEY TRUSS NAILED TO TRUSS BELOW @ 24" O.C. WI(2)16d NAILS TYP. ATTACH TRUSS TO TRUSS BELOW USING / -- MAIN SPAN ROOF (3) 16d NAILS TRUSS UPLIFT CONNECTOR J// 2x BLOCKING W/ (3) 12d (SEE SCHEDULE) TOE NAILED @ EA. END MASONRY WALL SHOWN, SEE P CONNECTON TO TRUSS FOR WOOD ORLAN MASONRY RE. ELEV FOR O.H. PRE-ENG.TRUSS PER PLAN, 24" O.C. MAX ROOFING MATERIAL PER ARCHS SEE FRAMING PLAN FOR CONNECTION INFO SEE ELEVATION i--, . TOP OF MASONRYY SEE ARCH PLANS FOR OVERHANGINFO TYP. SINGLE TIE -BEAM W/ (1) #5 CONT. GROUT SOLID LU LU WINDOW PER > FLOOR PLAN PRECAST CONC. OR POWERS STEEL SILL TYP. @ ALL WINDOWS EXT FINISH PER PLAN F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D v - NOT USED S01 TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0"3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, 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. v / 1 < 1.1.. W WZ F- W F- W W W 2 Z (D (n U W _j Y, 06 LU Zvv� E 0 Q Z � rn V Z0 > Jam_ I— nm� h _..I (n �a>o 0 ¢o0Q4.� (n 0P3:2Eu o Z Z D Z W Z O < u-WSa U g°C 3 c9 Q _X H- 11 Lu Z O M ti ti N M J LL Q � W 0 o J z W 2 Y r N u o0F'W >-mO� J J z 0 Y p O W ;aa �- z a. 0 C9 pW� 19 1 O w d � 0 LU CON p STRUCTURAL ENG: BAD i (A DRAFTING: 0 z MAIN FLOOR JV ELEV 0'-0" CONC. SLAB - 1. VERT REINF. BEYOND SEE FOUNDATION _ PLAN FOR MORE INFO _ III— I �I I 1-' N WALL PER PLANONRY SEE FOUNDATION DETAILS FOR FTG INFO = F01 DORMER FRAMING DETAIL NOTE: SEE ARCH ELEVATION FOR FRONT WINDOW OPENING IF REQ'D v - NOT USED S01 TYPICAL ONE STORY CMU WALL SECTION NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO BASE 1/2"=1'-0"3/4"=1'-0" TRUSS PER PLANS BEFORE DORMER FRAMING IS INSTALLED. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING &DESIGN, OF WMR &ASSOCIATES, 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. v / 1 < 1.1.. W WZ F- W F- W W W 2 Z (D (n U W _j Y, 06 LU Zvv� E 0 Q Z � rn V Z0 > Jam_ I— nm� h _..I (n �a>o 0 ¢o0Q4.� (n 0P3:2Eu o Z Z D Z W Z O < u-WSa U g°C 3 c9 Q _X H- 11 Lu Z O M ti ti N M J LL Q � W 0 o J z W 2 Y r N u o0F'W >-mO� J J z 0 Y p O W ;aa �- z a. 0 C9 pW� 19 1 O w d � 0 LU CON p STRUCTURAL ENG: BAD i (A DRAFTING: 0 z 01 SD1 0 ®a Q -STRUCT: JV i � QC CHECK: EA p Lu JOB No. DWH-0205195 = SCALE: AS INDICATED LIJ DATE: 05/08/2019 ¢ U I 01 SD1 0 ®a Q SIDING FLASHII 2x LED( STRUC- 9-4 TON. COMP. SHINGE ALUM. I ALUM. I 2x6 SUI ALUM. CHANN 2x LEDGER SEE STRUCTURAL GARAGE CORNICE DETAIL SCALE: V= V-10" TEM -TER )ARD NISH -- 9-4"T.O.M.---I 6" WIDE RAISED SINGLE BAND (TYP.) 8" FASCIA @FRONT 12 GABLES m TEXTURED COATING ;`� 2 O O; J u N CMU a 4" WIDE RAISED ` TING 0"FIRST FLOOR _ L _ 0 0 ENTRY DETAIL SCALE: 118" =1'-0" 11/ililll 8" FASCIA @FRONT 12 GABLES m LL ;`� 2 O O; J u N 6 11/ililll ---9' 4'T_0_M. ------- --- r 6" WIDE RAISED SINGLE BAND F7 F=—] r�l , 0" FIRST FLOOR FRONT ELEVATION "A" 12 4�/ -� Cd -19'- 8" PLATE - - 6" FASCIA (TYP ) - 6 8" FASCIA @FRONT 12 GABLES '----------'------ - 12 ® 12" WIDE RAISED N 6 a 4" WIDE RAISED ` SINGLE BAND 6 c cdEiv S TEXTURED COATING %+ (TYP.) II IIII SEE ENTRY DTL. _ ___`__ --_- -- ----- 0"FIRST FLOOR y 18"x24" LOUVER W/ 6" TRIM SURROUND � y c p= L c - O N 0 N y~ y 3 0 N N SZ L N N L 0 E ui ai i L U ® f- 0 O) N E @ N BOARD & BATTEN (TYP.) 12 6" FASCIA (TYP) "T IM ---19'-8'PLATE __ _-- _ _ 19' _8" PLATE 4" FRIEZE (TYP.) 6" TRIM (TYP.) 4" TRIM (TYP.) m SIDING W/6" TRIM (TYP.) N ---9' 4'T_0_M. ------- --- r 6" WIDE RAISED SINGLE BAND F7 F=—] r�l , 0" FIRST FLOOR FRONT ELEVATION "A" 12 4�/ -� Cd -19'- 8" PLATE - - 6" FASCIA (TYP ) - 6 8" FASCIA @FRONT 920 GABLES '----------'------ - 9'-4"TOM. -- -- ® 12" WIDE RAISED N SINGLE BAND a 4" WIDE RAISED ` SINGLE BAND c cdEiv S TEXTURED COATING %+ (TYP.) II IIII SEE ENTRY DTL. _ ___`__ --_- -- ----- 0"FIRST FLOOR 12 Q4 NOTE: ALL HORIZONTAL SIDING WLL BE 6" HARDIE UNLESS NOTED OTHERWISE - - 19' _8" PLATE - - TEXTURED COATING (TYP.) ; --------------------------9' 4'T_0_M.--- _ ------ _ --=-_ --��' ,-- ---',_ - _-- --_ -, -_ --- ---- -----------.O.M.--- ---0"FIRST FLOOR - -- ---- ,- -----------=-- -'- ------ '-- "---- ----4 FIRST FLOOR -- REAR ELEVATION T O O n C Uc @ E y! o T y 0 d C o50 CL L E O N O- C� p N 0 O U L w L U @ O c U CL O O N T i p N O) a°�iOZLo c ' v N L 0 L N c F - V/ � 920 c i O I L d @ U' ® P N v d N d Q c E 2'-o E a w m c d o 0 U O t -1 U C 0 N 0 a d c cdEiv S E E - %+ c0 30 0 = 0 Y YN C U _ Y y O c O O p Y o ='D ' O y U - y 0 � y c p= L c - O N 0 N y~ y 3 0 N N SZ L N N L 0 E ui ai i L U (V (V 3 CO :3 l7 L f- 0 O) N E @ N V/ ° � z 920 $o I ® P r Y \ N r Iwo W0 N \ 11� � (-P U � z° r-., ° � z N $o I Imp so z° r-., ° � z N $o I Q W M J W V ~ I-- . M Z J ®^ LL �i. W CL Z 0 0 0 LL W a) Q N SOUTH 751 0-A ELV-1- LUBBOCK ORLANDO 12 U:7-- _19'- 8" PLATE :7-- _19'8"PLATE _-- y 112` M 0 9'-4"T___. _ __ ' _ _ __ __ _` _ - -_ 1 --------- --------- -- =-r�-= --_ ------------------------------------- ,_ �SEEdETAIL��,' 12— y - / TEXTURED COATING 0" FIRST FLOOR � , SIDE ELEVATION ---19'-8"PLATE ---------------- 6" TRIM -- 9_ 4"T -O -M ----- 4" WIDE RAISED SINGLE BAND _0"FIRST FLOOR _____ 12 Q4 ---------------- 19'=8"PLATE _ 6" TRIM SIDING W/6" TRIM (TYP.) N V1/ _____9'_4"T.O.M___ 4" WIDE RAISED SINGLE BAND 0 0" FIRST FLOOR ----------- -- 19'_8"PLATE -- ---------- -- - - -- ,------------------ - - - - - ----- ;- -- - --- `-- - - - - -- - - - -- --- - - - -- -------9'_4"T.O.M.- �5 FR.DR. TEXTURED COATING (TYP.) -------` --, - `---,----------- ` -- `-- ---------- - - . _ - --, --- -- -- -- - , ----- --- - --- -----0.. FIRST FLOOR -- SIDE ELEVATION � r m r C i O z° r V NO C~ a2 i y d N d 2 C E -2:' O E n N O O U 7 C O 0ZC U ® O g 7 w N r E dC .2 -5 i+ Z V 0 >+ C L N 3 0 Y (, W®/ CO Y Y t O N u m N A O U — 30o0�N.3 O" 'Dm �d N N U= fG y 7 E d f6 > i U W d O 3 T t6 u IC L 'mo Vn F (n E � r m r z z° r aN $o ® Wm J 00 ® r r Z V J ®SIJ.. (, W®/ Z (L I.L t /n v LL Wm< w N Vn N W U � r m r z z° r aN $o ® Wm J W N Z V J ®SIJ.. (, W®/ Z (L I.L /n v LL Wm< w N Vn SOUTH 751 0-A ELVw2_ LUBBOCK ORLANDO ROOF PLAN -L ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1452 / 300 = 4.84 4.84/2=2.42x144=348 ROOF VENT = 348 / 138 SQ. IN. = 2.53 VENTS `iiiUlllllU//BLL W c y O O � /y� W N cE2`-a-0E IL m=cC180 N UO N O U 0 O � N C �• d ROOF VENT CALCULATION: ATTIC SQ. FT. / 300: 1452 / 300 = 4.84 4.84/2=2.42x144=348 ROOF VENT = 348 / 138 SQ. IN. = 2.53 VENTS nr1 Z Lo W c y O O � /y� W N cE2`-a-0E IL m=cC180 N UO N O U 0 O � N C �• d C t W N j O Y d Y3 N c U r- 0 C O O p Y U N d CO:="F= N= Ow �mdCL N N 0 7 E= E d > L m CL u" N L 1— N m m E m v, nr1 Z Lo W $® O � /y� W III N W P LuN U Z ti Iq Z Lo a0 $® N o III Z ti Iq Z Lo a0 $® N o ® W ce) J W N H � � Z_C�J O p! LL. j3. LLJ W(L O (.BOLL. W Q N SOUTH 751 0-A RFP -1 LUBBOCK ORLANDO 5'-0" CV C'7 00 0 Z O 20' 00 GAR — B.L. 40' S40051'28"W d- a SLAB: 1452 FLATWORK: 360 LOT: Ac 15' B.L. 56.63% SOD AREA: LANAI N � � 5 30'-0" Lur N LoU m m 2 -CAR I 16' I PORCH 0o 4' 10' B. L. ------------0 I ------5' U. E. 4' PUBLIC WALKWAY 3200 SQFT. 5'-0" 40' S40051'28"W DIPPER CIRCLE NORTH SCALE V'= 20' 2007 ROC CALCULATION WITHIN PROPERTY LINES SLAB: 1452 FLATWORK: 360 LOT: 3200 COVERAGE: 56.63% SOD AREA: 1088 NOTE: AVG 300 SQFT. OF SOD IS SUBTRACTED FROM SOD AREA TOTAL FOR LANDSCAPE. � °rIq z 00 $® co ® �I o� N N � � 5 Lur N LoU o z° °rIq z aN $® 11-01� z° °rIq z aN $® O W J W � ~ F- M z J ® pC U. 0_ W Z a LU 0 u. WRQ w co cn SOUTH 751 0-A PLT -1 LUBBOCK ORLANDO 30'-0" 16'-0" TWO STORY FTG 14'-0" A/C PAD 13'-4" IDO DO SD1 I SD1 30'-0" FOUNDATION PLAN 1 /4"=1'-0" 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" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 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. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 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. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 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 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 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.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE 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 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 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. FOOTING SCHEDULE 8" 8" 16'-0" 8" H 10'-0" 1'4" MIN (2) # 5 E.W. 18'-0" 12'-0" — F ® L U) a� ZQ 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A U1W S38 I S3 ® F1 LLI- I S3 DO F08 o S3 Y BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. W ISD1 �\ J n O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. a2S 1 N [ - FO DO <z N m m Z_ U>J�� 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. W Z SD1 2 2 S3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. I_- BARS & 3" MIN. COVER TO EDGE OF CONC. 3'-8., 0 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. �°�g°- 2.5 ® IFO S3 0'-0" F.F. MIN (4) # 5 E.W. W LL F-vo BARS & 3" MIN. COVER TO EDGE OF CONC. z O 3-1/2" THICK CONC. SLAB W/ 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN WELDED WIRE FABRIC OR FIBER FO C _ — MESH AS INDICATED IN S3 BARS & 3" MIN. COVER TO EDGE OF CONC. ® Io— FOUNDATION NOTES #2 O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. i 00 I BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 3.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN O I 16-11" F03 2.3 O ® I IIrr S3 0. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. O BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. o? Ti. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN LM FO o S3 I LL Q� ® O o 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. Lo 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. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. 16-11" 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. F02 S3 4F. 60"x60"x16" dp w/#5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN S3 I BARS & 3" MIN, COVER TO EDGE OF CONC. T El 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. ° 6, 8, I BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND 6'-0" TWO STORY FTG IF,3 I S3 I F1 S3 q FO i S3 FO SD1 SD01 I S3 �v °D EI F08 a0 S3 q-: L- FOS S3 00 F08 S3 ® ® I oo ® M 30'-0" FOUNDATION PLAN 1 /4"=1'-0" 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" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 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. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 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. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 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 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 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.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE 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 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 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. FOOTING SCHEDULE 8" 8" 16'-0" 8" H 10'-0" 1'4" MIN (2) # 5 E.W. 18'-0" 12'-0" 30'-0" FOUNDATION PLAN 1 /4"=1'-0" 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" 2500PSI CONC. SLAB W/ 6x6xW1.4xW1.4 WELDED WIRE FABRIC (WWF) PLACED IN MIDDLE TO UPPER 1/3 OF SLAB DEPTH OVER 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. 7. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY & COUNTY CODES. 8. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL 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. 10. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE SHEET S3 FOR ADDITIONAL INFORMATION. GC TO DETERMINE STEP LOCATIONS IF REQUIRED 11. SEE TYPICAL DETAIL ON LINTEL PLAN FOR REQUIRED STEEL BENDS AND LAP SPLICE. SEE DTL MF09 AND MF10 ON S3 FOR STANDARD FOOTING STEP DOWN AND CORNER INFORMATION. 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 COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS IN THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS 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.C. TO DETERMINE REQUIRED COURSES FOR STEMWALL FOUNDATION. SEE STEMWALL CHART ON S3 FOR REQUIRED REINFORCEMENT AND FOOTING SIZES PENDING DEPTH OF STEMWALL. 15. IF STEM WALL IS REQUIRED TO BE CONSTRUCTED TALLER THAN THE 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 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 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. FOOTING SCHEDULE U a 12"x12"x12" dp w/ #5's EQUALLY SPACED EA. H O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (2) # 5 E.W. W ;O d BARS & 3" MIN. COVER TO EDGE OF CONC. 2 eij Z U) a� ZQ 12"x24"x12" dp w/ #5's EQUALLY SPACED EA. 24" SIDE @3" O.C. & MIN 1A WAY MIN, 2" HORIZ. CLEARANCE BETWEEN (3) #5 PARALLEL TO 12" O BARS & 3" MIN. COVER TO EDGE OF CONC. SIDE 6" O.C. W 24"x24"x12" dp w/ #5's EQUALLY SPACED EA. J n O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (3) # 5 E.W. a2S 1 N BARS & 3" MIN. COVER TO EDGE OF CONC. <z N m m Z_ U>J�� 28"x28"x12" dp w/ #5's EQUALLY SPACED EA. W Z 2.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. I_- BARS & 3" MIN. COVER TO EDGE OF CONC. O 0 30"x30"x12" dp w/ #5's EQUALLY SPACED EA. �°�g°- 2.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (4) # 5 E.W. W LL F-vo BARS & 3" MIN. COVER TO EDGE OF CONC. z O (n 32"x32"x12" dp w/ #5's EQUALLY SPACED EA. 2.6 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 36"x36"x12" dp w/ #5's EQUALLY SPACED EA. O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (5) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 42"x42"x12" dp w/ #5's EQUALLY SPACED EA. 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. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (6) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x12" dp w/ #5's EQUALLY SPACED EA. 4O WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x16" dp w/ #5's EQUALLY SPACED EA. 4A WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 48"x48"x24" dp w/ #5's EQUALLY SPACED EA. 4B WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 52"x52"x12" dp w/ #5's EQUALLY SPACED EA. 4.3 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (7) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x16" dp w/#5's EQUALLY SPACED EA. 4.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (8) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 54"x54"x24" dp w/#5's EQUALLY SPACED EA. WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (9) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. 60"x60"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 CONC. 66"x66"x16" dp w/#5's EQUALLY SPACED EA. 5.5 WAY MIN. 2" HORIZ. CLEARANCE BETWEEN MIN (10) # 5 E.W. BARS & 3" MIN. COVER TO EDGE OF CONC. SYMBOLS LEGEND ® INDICATES GROUT FILLED CELL WITH (1) VERT. #5 CONT. FTG. TO TIE BEAM( 5'-4" MAX U.N.O.) e 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. 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. 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FTG. TO TIE BEAM( 5'4' MAX U.N.O.) a 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. DOWEL PLACEMENT PLAN ` 1/4"=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. 0 LU 0 LU w z �i 19919fltttts Uj DRAFTING: (7 LL6--1y. °% Y z -STRUCT: JV Q.� v LILI O p J Q� D o air � "'111111111W, co W z �O n. :ry ;U U W 0 Z a Wv J Il g U _ Q d °4L'°L°3� a W LL z U o. 3 U 0 W Qz 0 `Q (n J J Lu CLW w 06 FW– I U) u W U az -N° m } W O>LL o J C0 r J � Q C D U I— Z ��2ELLI o o I- O O QLLWga C i-- ® U ��0 3 M W U-�� W = z U M _ ti U) N 9n M � 1 L11 LL (D Q W > O W LL o W z W � u p J 0 2COJU 0 Wml-� J J z V LL r.0 Wtiaa , v z n. LIJ Q O; Q N W COrn � � N z W p STRUCTURAL ENG: BAD u) �U) nz =0 DRAFTING: (7 Z -STRUCT: JV QC CHECK: EA D 9L JOB No. DWH-0205195 = SCALE: AS INDICATED H DATE: 05/08/2019 U U S2.1 (1) #5 FROM FTG. TO BOND BEAM IN FULLY GROUTED CELL. REFER TO MD08 FOR SPLICE INFORMATION MASONRY WALL — SEE PLAN CONCRETE SLAB PER FOUNDATION PLAN �O� (2) #5 BARS CONT. z � o -III- IIF: W/ 3" COVER TYP. -' -' 'i CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE T-4" WIDE W/(3) #5 BARS Ill- IIao I—, III III- III- (1) #5 BAR CONT. -_ - W/ 3" COVER TYP. (2) #5 BARS CONT. -III=III III CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD 8" DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS IF BEARING WALL -III=I I it I I (1) #5 FROM FTG. TO -6 '°°®,°�°a°°°°"°°���,<' HOLD BRIG WALL BACK (SIDE VIEW) 2x BRIG WALL PER U ° A a 6z�" 2x BRG WALL PER BOND BEAM IN FULLY CENTERED AT PIPE PVC OR SCH40 SLEEVE PENDING SITE ABOVE - WALL FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN PENDING SITE GROUTED CELL. iQ IU 1 CONDITIONS, SEE IM PLAN AND BEARING II CONDITIONS, SEE REFER TO MD08 FOR ANCHOR TO HAVE MIN. DETAIL MF20 FOR CONCRETE STAIRS AS 3/4"=1'-0" FLUSH W/ DETAIL MF20 FOR SPLICE INFORMATION II DEEP MONO 0 (4) #5's CONTINUOUS EQUALLY COLUMN IS ABOVE, HOOK DEEP MONO REQ'D PER GRADE W/ MIN 5" I I FOUNDATION BELOW O U ( U Z 0 z MASONRY WALL CONC. SLAB PER LOWEST STEP OF II a 0 0 j SEE PLAN z -III-I I -I -III 2x P.T. BASE PLATE 1 CONCRETE SLAB PER FOUNDATION PLAN _'I I w Z FOUNDATION PLAN FOUNDATION PLAN CMU BASE W/ (1) #5 CLEAN COMPACTED U I°OIL ❑ VARIES U w v > I co GRADE SEE PLAN -III e- ° .I GRADE DOOR LOCATIONS. z � o -III- IIF: W/ 3" COVER TYP. -' -' 'i CLEAN COMPACTED FILL @ 95% STANDARD DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE T-4" WIDE W/(3) #5 BARS Ill- IIao I—, III III- III- (1) #5 BAR CONT. -_ - W/ 3" COVER TYP. (2) #5 BARS CONT. -III=III III CLEAN COMPACTED W/ 3" COVER TYP. FILL @ 95% STANDARD 8" DENSITY WHERE 2ND STORY OCCURS, FTG SHALL BE V-4" WIDE W/(3) #5 BARS F01 TYPICAL EXTERIOR FOOTING 61702 TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'4" 3/4"=1'-0" NOTE TO CONTRACTOR: PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN CONTACT EOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO VERIFY W/ DETAILS FOR OPTIONAL CURB BY EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL STEEL AT 2 STORY LOCATIONS SEE PLAN FOR BUILDER DEEPER THAN 12" FOUNDATIONS AS SPECIFIED THIS DETAIL. SHOWER SIZE MIN. 24" BEFORE 8" MIN. I (1) #5 BAR CONT. . 8x12" THICKENED w 5 z CONCSLAB PER " ANOTHER STEP FIELD VERIFY I W/ 3" COVER TYP. o N z FOUNDATION PLAN SLAB W/ (1) #5 CONT. g W/ 3" COVER TYP.z LL o CONC. SLAB PER x LL 0 Er FOUNDATION PLAN : r.: ' w f mal; °` - w o wr GRADE > =� 1 -- �0 p.° ,. —111=I GRADE — —III—III =— _ _ _—_ a III III- _ .� . ° I I -I - I—I I I I=1 I I LI -1 III- III III=� I w ° �. °�° o J° I VERIFY PLAN DETAILS z III=1 I°I I 111- I -1 I=1 16° ITI 8" —i I I= w ° - FOR REQUIRED #5 —I I-8" 14" - ❑-CONT. BARS. MAINTAIN III '� -`. III=1I = = I. -I►li _ —_ — II�- _ a III1 1 11— I I-1 „I I I, II I, , _ r _ 113" COVER TYP. -fli _ I I -III III III 16" MIINI-I 1161"1MIN.I - 1'-0" VERIFY PLAN DETAILS III=1 I 1=1 I 1=1 I I -I_ BEND EACH CONT. #5 (2) #5 BARS CONT. FOR REQUIRED #5 W/ 3" COVER TYP. CONT. BARS. MAINTAIN OR BAR INSTALL STEP DOWN, OK PENDING SITE —CLEAN COMPACTED 3" COVER TYP. BARS FOR EACH CONT. CONDITIONS, SEE DETAIL FILL @ 95 /o STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY BAR. LAP REBAR PER MF20 FOR DEEP MONO SHALL BE T-4" WIDE W/(3) #5 BARS DETAIL MD08 ON LINTEL PLAN FO FOOTING @ SHOWER AT MASONRY F08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" EZ GARAGE TOP VIEW @_ CORNER CONC. SLAB PER FOUNDATION PLAN / WE FILLED CELL PER PLAN CONC. SLAB PER - FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY PVC SLEEVE MAX BUILDER- CONCRETE 6" DIAMETER OR PAVERS r - z 8" CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING PIPE. MAX 4" I - ?.,a. ° - - . IF BEARING WALL -III=I I it I I CLEAN COMPACTED -6 '°°®,°�°a°°°°"°°���,<' HOLD BRIG WALL BACK (SIDE VIEW) 2x BRIG WALL PER U ° A a 6z�" 2x BRG WALL PER WOOD POST PER PLAN O u. F CENTERED AT PIPE PVC OR SCH40 SLEEVE WEATHER ABOVE - WALL FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN LIJ FO FOOTING AT INTERIOR BEARING SO GYP FINISH IS iQ IU PLAN AND BEARING IM PLAN AND BEARING O (3) #5's CONTINUOUS EQUALLY Z :0 ANCHOR TO HAVE MIN. 2'-0" x V4, CONCRETE STAIRS AS 3/4"=1'-0" FLUSH W/ co U 3/4"=1'-0" Lu o a WALL SCHEDULE WALL SCHEDULE 0 (4) #5's CONTINUOUS EQUALLY COLUMN IS ABOVE, HOOK 7" EMBEDMENT BELOW REQ'D PER GRADE W/ MIN 5" CHAIR BLOCKS. FOUNDATION BELOW O U > U Z 0 O U CONC. SLAB PER LOWEST STEP OF z a 0 0 CONC. SLAB PER I Q[G -III-I I -I -III 2x P.T. BASE PLATE 1 w FOUNDATION PLAN CURB n Z FOUNDATION PLAN I CMU BASE W/ (1) #5 CLEAN COMPACTED U NOTE: AT FRENCH U ❑ (1) #5 CONT. W/ 1-1/2" U w v VERTICAL @ EA. w ❑ F FILL @ 95% STANDARD +• ' -' ' - ` L DOOR LOCATIONS. m O U COVER TYP. z ^ ¢ � U > o Q Lu J w DENSITY CONC. SLAB PER FOR BASE SIZE; BARS CONTRACTOR TO v °' MASONRY WALL o CONCRETE SLAB PER cc LU > 06 -FOUNDAERTTION PLAN III=1 I I > I 2x P.T. BASE PLATE �a '° ° °° FOUNDATION PLAN U VERIFY WITH DOOR _j FOUNDATION PLAN ng g CONNECTION ° i .° `I z O ¢ SLOPE Q ❑ FOR REQUIRED RECESS SLOPE 4. - - - - - - °< - - THICKENED EDGE I° °: 'I ! T11E#5 BEAM MINT. J O = a. ° DEPTH < 26" THESE J U R o> g 'a '..' Ip ° FOOTING PER MF08 ON ° a , ° ....' .. . _ w THRESHOLD PER MFR'S Fws CONC. SLAB PER SPLICE GROUT CELL Q D o PIPE PERPENDICULAR TO FND ° . THIS SHEET BEYOND L W —I I I_= z `X11 �'•- -^.- a GRADE 1=1 11=1 I I- I r SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS O I —_ � _ _ z __ z 11=1 11— I " °'. I . I -1 Ii I=111-1 I I z Q THRESHOLD PER I'6', 16—, I I I .° I - z I'°III=III _ ° ----' 11- I I I— <. o MANUFACTURER'S I I Z „—_ ` . ° .— — 'III _ =1 11=1 `J — _=1 = = U_ cui z SPECIFICATIONS - 111 1 1 I_FL =1 I I,-_---(2) _ = CO I O #5 x 25" x 25" CORNER U O z #5 BARS CONT. W/ ° a I BAR, ONE FOR EA. w ° ° ° I :. - n� III—III— - -NIP, W 16, 4., 3" COVER TYP. 8" 8" 8" 8° P:\F ;,, CLEAN COMPACTED �' ° ' REBAR, TYP. U.N.O. Lij m ,� FILL @ 95% STANDARD () (2) #5 BARS CONT. W/ U. 8" 8" 10" p F z °.° ,. /(/� '.,` a 00 \v' `� : °"°" • °° �iL •O DENSITY (2) #5 BARS CONT. W/ 3" COVER TYP. w U `-'°�° UJ o Z -'' I J 3" COVER TYP. CLEAN COMPACTED FILL %STANDARD CLEAN COMPACTED vi ©�o ° vi O „j �Y _ �jz�� u Cr. d U im' Li! ' — — ¢ #5 -III III I I I I 0 DENS��ITY FILL @ 95% STANDARD N W v v . Q (2) BARS CONT. - -III WHERE 2ND STORY OCCURS, FTG WHERE 2ND STORY OCCURS, FTG DENSITY WHERE 2ND STORY OCCURS, FTG z z O F01 TYPICAL EXTERIOR FOOTING 61702 TYPICAL GARAGE CURB FOOTING F03 NON-BEARING SLAB STEP DOWN 3/4"=1'-0" 3/4"=1'4" 3/4"=1'-0" NOTE TO CONTRACTOR: PENDING SITE CONDITIONS, ALL REINFORCEMENT SPECIFIED IN PLAN CONTACT EOR IF THICKENED FOUNDATION DETAILS SHALL TIE IN TO VERIFY W/ DETAILS FOR OPTIONAL CURB BY EDGE IS REQUIRED TO BE ADJACENT MONO AND/OR STEM WALL STEEL AT 2 STORY LOCATIONS SEE PLAN FOR BUILDER DEEPER THAN 12" FOUNDATIONS AS SPECIFIED THIS DETAIL. SHOWER SIZE MIN. 24" BEFORE 8" MIN. I (1) #5 BAR CONT. . 8x12" THICKENED w 5 z CONCSLAB PER " ANOTHER STEP FIELD VERIFY I W/ 3" COVER TYP. o N z FOUNDATION PLAN SLAB W/ (1) #5 CONT. g W/ 3" COVER TYP.z LL o CONC. SLAB PER x LL 0 Er FOUNDATION PLAN : r.: ' w f mal; °` - w o wr GRADE > =� 1 -- �0 p.° ,. —111=I GRADE — —III—III =— _ _ _—_ a III III- _ .� . ° I I -I - I—I I I I=1 I I LI -1 III- III III=� I w ° �. °�° o J° I VERIFY PLAN DETAILS z III=1 I°I I 111- I -1 I=1 16° ITI 8" —i I I= w ° - FOR REQUIRED #5 —I I-8" 14" - ❑-CONT. BARS. MAINTAIN III '� -`. III=1I = = I. -I►li _ —_ — II�- _ a III1 1 11— I I-1 „I I I, II I, , _ r _ 113" COVER TYP. -fli _ I I -III III III 16" MIINI-I 1161"1MIN.I - 1'-0" VERIFY PLAN DETAILS III=1 I 1=1 I 1=1 I I -I_ BEND EACH CONT. #5 (2) #5 BARS CONT. FOR REQUIRED #5 W/ 3" COVER TYP. CONT. BARS. MAINTAIN OR BAR INSTALL STEP DOWN, OK PENDING SITE —CLEAN COMPACTED 3" COVER TYP. BARS FOR EACH CONT. CONDITIONS, SEE DETAIL FILL @ 95 /o STANDARD WHERE 2ND STORY OCCURS, FTG DENSITY BAR. LAP REBAR PER MF20 FOR DEEP MONO SHALL BE T-4" WIDE W/(3) #5 BARS DETAIL MD08 ON LINTEL PLAN FO FOOTING @ SHOWER AT MASONRY F08 THICKENED EDGE F09 TYPICAL STEP FOOTING DETAIL 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" EZ GARAGE TOP VIEW @_ CORNER CONC. SLAB PER FOUNDATION PLAN / WE FILLED CELL PER PLAN CONC. SLAB PER - FOUNDATION PLAN GARAGE WALL BEYOND DRIVEWAY BY PVC SLEEVE MAX BUILDER- CONCRETE 6" DIAMETER OR PAVERS r - z 8" CMU - FINISH PER ELEV. FINISH FLOOR PENETRATING PIPE. MAX 4" I - ?.,a. ° - - . FOOTING PER PLAN -III=I I it I I CLEAN COMPACTED -6 '°°®,°�°a°°°°"°°���,<' FILL @ 95% STANDARD (SIDE VIEW) DENSITY 8" C.M.U. FINISH PER ELEV. FINISH FLOOR PENETRATING PIPE MAX. 4" #5 LOOP TIE (TYP.) REFER TO FOUNDATION PLAN FOR CONT. FOUNDATION INFORMATION FOOTING PER PLAN SHALL BE T-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS SHALL BE V-8" WIDE W/(3) #5 BARS O Q_ 'ice -6 '°°®,°�°a°°°°"°°���,<' C = w o O U) J U ° A a 6z�" (2) #5 x 4'-0" BARS WOOD POST PER PLAN O u. F CENTERED AT PIPE PVC OR SCH40 SLEEVE WEATHER FOR SIZE AND BASE CONNECTION FO DOUBLE STEP FOOTING FO BEARING SLAB STEP DOWN LIJ FO FOOTING AT INTERIOR BEARING DATE: 0 510 8/2 01 9 iQ IU q o ° IM O (3) #5's CONTINUOUS EQUALLY Z :0 O z 2'-0" x V4, CONCRETE STAIRS AS 3/4"=1'-0" 3/4"=1'-0" co U 3/4"=1'-0" Lu o a TOP COURSE TO BE 0 (4) #5's CONTINUOUS EQUALLY COLUMN IS ABOVE, HOOK <B�a REQ'D PER GRADE W/ SPACED & 3" COVER, W/ (1) #5 CHAIR BLOCKS. I,? O U > U Z 0 VERIFY W/ DETAILS FOR REQ'D U o w W z a 0 0 SEE PLAN ® Q[G -III-I I -I -III STEEL AT 2 STORY LOCATIONS w _ ❑ f n Z III -III III -I I' CMU BASE W/ (1) #5 ELEVATION :12SEE NOTE: AT FRENCH U ❑ Q VERTICAL @ EA. _. ; _. ❑ F : ' ° ° +• ' -' ' - ` U DOOR LOCATIONS. m O U Q CLEANCOMPACTED - � U > o O Lu J w PLAN L w FOR BASE SIZE; BARS CONTRACTOR TO v °' MASONRY WALL o > 06 -FOUNDAERTTION PLAN III=1 I I TO TIE INTO EXT. FTG. BY TIE IN OR EPDXY �a '° ° °° (D LU p= VERIFY WITH DOOR SEE PLAN 0MANUF0 < z 1 a _ FOR CONT. -III I SEE FDN. I I _- Z CONNECTION ° i .° `I z O ¢ SLOPE Q o o M Z O F c3 FOR REQUIRED RECESS SLOPE w FROM FG. - - - - - - - - - THICKENED EDGE I° °: 'I ! T11E#5 BEAM MINT. J O = W DEPTH < 26" THESE J U R o> g 'a '..' Ip ° FOOTING PER MF08 ON ° a , ° ....' .. . _ #5 CONT. I I REINFORCEMENT SEE THRESHOLD PER MFR'S Fws CONC. SLAB PER SPLICE GROUT CELL Q D Q ° ° PIPE PERPENDICULAR TO FND 1 I I I , THIS SHEET BEYOND L W o W �'•- -^.- a GRADE -III —I I °' IcI °'�' SPECIFICATIONS FOUNDATION PLAN SOLID PER PLANS O CONC. SLAB OR q6' � v BARS ARE NOT REQ'D -III-° I " °'. I . 0 g a 3 CONTACT EOR FOR ADDITIONAL REVIEW III -11=1 .' FDATION PLAN OUN THRESHOLD PER z j O w .° I - z I'°III=III _ O z Q FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I I- z <. SCHEDULE I, FOR QUANTITY MANUFACTURER'S 0 � Z - -°-° I -a : I.Qa. °°:. GRAD � w = U_ cui z SPECIFICATIONS ) L.." ° I =ITI -1 I I- t. I.°. I I I-1 11-1 I �- F W CO O #5 x 25" x 25" CORNER U O z ° a I BAR, ONE FOR EA. w ° ° ° I :. - n� III—III— - -NIP, W . HORIZONTAL .°°' IaI I CONC. SLAB PER w III=III=� oo Z - - J.' .° ' - - w } 11=1 I �' ° ' REBAR, TYP. U.N.O. FOUNDATION PLAN o ;I =1 I=1 I I -III- 7 Q () —III 11=1 I i- O U) �- -'' I J W °. . — — ¢ #5 -III III I I I I 0 _. SLOPE (2) BARS CONT. - -III ° W/ 3 COVER TYP F PER MFG SLOPE EXT. SURFACE Oz CLEAN COMPACTED w OR GRADE 1/8" PER U FILL @ 95% STANDARD J w FOOT AWAY FROM DENSITY a O 0 p❑ BUILDING 1/2" FIBER EXPANSION WHERE 2ND STORY OCCURS, FTG 0 z - W - - - - - - - - AS REQUIRED SHALL BE 1'-4" WIDE W/(3) #5 BARS ❑ a J zcli F10 TYPICAL CORNER BAR DETAIL (TOP VIEW) F11 EXTERIOR DOOR POURED SILL z F1 FOOTING AT INTERIOR BEARING WITH CMU ° 3/4"=1'-0" 3/4"=1'-0.1 ANY FACE EXPOSED TO FOOTING DOWEL C = w (WIDTH x HEIGHT) U) J U ° A a 6z�" (2) #5 x 4'-0" BARS WOOD POST PER PLAN O u. F CENTERED AT PIPE PVC OR SCH40 SLEEVE WEATHER FOR SIZE AND BASE CONNECTION V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 O Ow DATE: 0 510 8/2 01 9 iQ IU q o ° PENETRATION O (3) #5's CONTINUOUS EQUALLY Z :0 O z 2'-0" x V4, CONCRETE STAIRS AS U a °, TOP COURSE TO BE 0 (4) #5's CONTINUOUS EQUALLY COLUMN IS ABOVE, HOOK <B�a REQ'D PER GRADE W/ SPACED & 3" COVER, W/ (1) #5 CHAIR BLOCKS. I,? MASONRY WALL > W Z O I ENTIRE BASE TO BE z a 0 0 SEE PLAN ® Q[G -III-I I -I -III FILLED SOLID d n Z III -III III -I I' CMU BASE W/ (1) #5 ELEVATION :12SEE 7 Z VERTICAL @ EA. _. ; _. ❑ F : ' ° ° +• ' -' ' - ` U Ej >- Q CORNER. SEE PLAN CLEANCOMPACTED - � U > o O Lu J w PLAN L w FOR BASE SIZE; BARS _ FILL @ 95% STANDARD DENSITY > 06 -FOUNDAERTTION PLAN III=1 I I TO TIE INTO EXT. FTG. BY TIE IN OR EPDXY �a '° ° °° (D LU p= CONTINUOUS FOOTING (2) #5 BARS @ TOP < z 1 a _ FOR CONT. -III I SEE FDN. I I _- Z CONNECTION ° i .° `I z O ¢ SLOPE Q o o M Z O F c3 PLAN FOR FOUNDATION -I I' I- g o I l a r ¢ U } w w GRADE 0 0 H- U) SIZE & REINF. INFORMATION - -_ -_ THICKENED EDGE I° °: 'I W O = W DEPTH < 26" THESE J U R o> g 'a '..' Ip ° FOOTING PER MF08 ON ° a , ° ....' .. . _ z Qc J z Q ° ° PIPE PERPENDICULAR TO FND 1 I I I , THIS SHEET BEYOND L W o W �'•- -^.- a GRADE -III —I I z o i zo W Z I -- REINFORCEMENT PER CONC. SLAB OR q6' � v BARS ARE NOT REQ'D -III-° I " °'. I . 0 g a 3 CONTACT EOR FOR ADDITIONAL REVIEW III -11=1 PAVERS PER PLAN PITCH I ..Q ' I O.C. WHEN MONO =III=1 O w .° I - z I'°III=III _ O z Q FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS I I- z <. SCHEDULE W Q w0 - -°-° I -a : I.Qa. °°:. GRAD � w = U_ cui z a , °a' ° I =ITI -1 I I- t. I.°. I I I-1 11-1 I �- F W CO O I�qv-1 11 I I _I I IICLEAN COMPACTED ISEE FOUNDATION FOR —PVC SLEEVE III I . wFILL @ 95/STANDARD PAD SIZE -I- I II_II DENSITY (FRONT VIEW) MAX 6" DIA. I- M =III -III Q I -III- CLEAN COMPACTED _ �_zJ _°_._^_,L -) z z 4., 8.. 8" x 8' THICKENED I I ° . ° e . ° . .. o v> N EDGE W/ (1) #5 CONT. ;III=II ° a I I=III FILL @ 95% STANDARD _ I I' W/ 3' COVER, TYP. -III—II ° , ° °° I I DENSITY I - - - I_ 0 a _ 1 U M I U W LL F1 THICKENED EDGE @GARAGE DOOR F1 TYPICAL FOUNDATION PENETRATIONS-III=III-III=1j1 F1 FOOTING @ ENTRY MASONRY COLUMN ? Q p 3/4°=r-0° 3/4"=r -o° PIPE PARALLEL TO FND 314"=V-0" Lu o W O a F W LL IF MASONRY WALL OR ALL REINFORCEMENT SHALL MIN-% ) #5 DOWEL W/ CONT. BOND BEAM W/ Z COLUMN IS ABOVE, ALL REINFORCEMENT SHALL MAINTAIN 3" CLEAR TO GRADE MIN. 6" EMBED. INTO , (1) #5 REBAR @ TOP HOOK VERTICAL MAINTAIN 3" CLEAR TO AND 1-1/2" CLEAR TO ANY FACE MAIN FOOTING W (1) #5 FROM FTG. TO STEEL TO BOTTOM GRADE AND 1-1/2" CLEAR TO EXPOSED TO WEATHER SIMPSON EPDXY @ BOND BEAM SPLICE TO ROW OF STEEL. WALL HEIGHT ANY FACE EXPOSED TO FOOTING DOWEL 12" O.C. (WIDTH x HEIGHT) REINFORCEMENT SPACING BE MIN. 25" GROUT > >p (3) #5's CONTINUOUS EQUALLY WEATHER 0'-0" to 4'-0" V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. DATE: 0 510 8/2 01 9 iQ IU TRANSVERSE BAR @ 12" O.C. CELL SOLID O (3) #5's CONTINUOUS EQUALLY Z :0 IF MASONRY WALL OR 2'-0" x V4, CONCRETE STAIRS AS 56" O.C. TRANSVERSE BAR @ 12" O.C. (4) #5's CONTINUOUS EQUALLY COLUMN IS ABOVE, HOOK 5'-1" to 7'-0" REQ'D PER GRADE W/ SPACED & 3" COVER, W/ (1) #5 32" O.C. I,? MASONRY WALL CONC. SLAB PER VERTICAL STEEL TO MIN (1) #5 BAR z a Ii_ SEE PLAN FOUNDATION PLAN TRANSVERSE BAR @ 12" O.C. BOTTOM ROW OF STEEL. _ n PAVERS OR GRADE - _. ; _. : ' ° ° +• ' -' ' - ` SEE Ej >- Q I CLEANCOMPACTED - ° I... o -_ - - 1 1 I I.. °' PLAN L w c ❑ z II , I FILL @ 95% STANDARD DENSITY O " CONC. SLAB PER '-_ > (D �.. CONTINUOUS FOOTING (2) #5 BARS @ TOP I -III- I .°°. ° " ' °..� •' I;° Z FOUNDATION PLAN = '' ° ' ' I '°° L° w z M a z u ❑ SLOPE SLOPE CENERED ON CMU WHEN MONO DEPTH g o (2) #5 BARS @TOP =I - I "'"' I " - ai ? GRADE I WALL ABOVE WITH - -_ -_ =III=IaI °. L . F EXCEEDS 26", IF - I=III ` . . WHEN MONO DEPTH _ a o =III L °.'.; --- ------=' y - ~ ` FOUNDATION SIZE AND DEPTH < 26" THESE I. 'a '..' Ip ° EXCEEDS 26", IF ; ..'•Ip' ....' .. . _ = _I III REQUIRED BARS ARE NOT REQ'D - 1 I I I , ',:. , '.. I . GRADE DEPTH < 26" THESE III=I '• : - �'•- -^.- a GRADE -III —I I -III =III=III I -- REINFORCEMENT PER #3 STIRRUPS @ 48" -III_ ' I' ° a I : BARS ARE NOT REQ'D -III-° I " °'. I . III -11=1 _ = PRIVACY WALL O.C. WHEN MONO =III=1 r : .° I - z I'°III=III _ III -I #3 STIRRUPS @ 48" - ° III=III=1 I I- z SCHEDULE PRIVACY WALL SCHEDULE WALL HEIGHT FOUNDATION FOOTING DOWEL DRAFTING: (WIDTH x HEIGHT) REINFORCEMENT SPACING -STRUCT: JV > >p (3) #5's CONTINUOUS EQUALLY W 0'-0" to 4'-0" V-8" x V-0" SPACED & 3" COVER, W/ (1) #5 72" O.C. DATE: 0 510 8/2 01 9 iQ IU TRANSVERSE BAR @ 12" O.C. iU O (3) #5's CONTINUOUS EQUALLY Z :0 4'-1" to 5'-0" 2'-0" x V4, 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 T-0" x 1'-4" SPACED & 3" COVER, W/ (1) #5 24" O.C. TRANSVERSE BAR @ 12" O.C. DEPTH EXCEEDS 26", :1 1 1=III- I I` =I I 1=1 O.C. WHEN MONO =) I I= I .'j- =II1=1I 11- 2 - - BARS ARE NOT REQ'D I- �r = = o D DEPTH < EE THESE I 1`111 ° °, I III- FILLED CELLS TO BEAT EACH WALL CORNER, WALL IF DEPTH <26' THESE _ DEPTH EXCEEDS 26', - ° °'' _ _ III I � ` ... III I I I I ' .. III—I � �- _ - I II' _ _ HEIGHT TRANSITION AND END OF WALL, THEN SPACED —I III I - AS INDICATED ABOVE PER HEIGHT OF WALL III= CLEAN COMPACTED BARS ARE NOT REQ'D - I CLEAN COMPACTED II I I (2) #5 BARS CONT. W/ -1 1= I _ _ - - - 1=1I-- 3" COVER TYP. 1'-4" FILL @ 95% STANDARD (2) #5 BARS CONT. W/ 1 1 1I I 111--4 I -III- FILL @ 95% STANDARD DTH PER PRIVACYI I HEIGHT PER PRIVACY DENSITY 3' COVER TYP. - DENSITY WALLSCHEDULE WALL SCHEDULE F20 DEEP MONOLITHIC FOOTING F21 DEEP MONOLITHIC FOOTING W/ STAIR SF09 PRIVACY WALL FOUNDATION DETAIL - NOT USED 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the excluu3ive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. z W LLI Y LO N u Q 00 f W I❑ =m_j o W M I- o J J Z U 0 LL W v- W i 0 1- : z a - U (I) o N ) Z 0 W ! 2 d0 N Z. w I � p STRUCTURAL ENG: BAD I uj DRAFTING: I C7 z i -STRUCT: JV > >p QC CHECK: EA W JOB No. DWH-0205195 )U = SCALE: AS INDICATED r w DATE: 0 510 8/2 01 9 iQ IU iU O Z :0 S3 °o . p M1 CONTRACTOR TO VERIFY THE GROUT IS LEVEL WITH TOP OF BLOCK FOR PROPER TRUSS/ FLOOR SYSTEM BEARING #5 BAR IN TIE BEAM SHALL BE CONTINUOUS AT CORNERS, OR #5 BAR 90 -DEGREE HOOK BAR SHALL BE PROVIDED AT CORNERS PER MD08. PRECASE LINTEL W/MIN. 3000 PSI GROUT PER LINTEL PLAN. BOTTOM REBAR AS REQUIRED PER LINTEL PLAN SHALL SPAN THE FULL LENGTH OF THE LINTEL. ' HOOK PER MD08 a 4° a'd °._ w c e U m° a. a lal CONTRACTOR SHALL VERIFY ° I "�. MASONRY OPENING WITH O QIQa Uj co gJ� U_ g C ° a zaUJ a II' a lal CONTRACTOR SHALL VERIFY ° I "�. MASONRY OPENING WITH O QIQa Uj co gJ� U_ g GRADE 40 zaUJ a II' co UJ a w m TYPICAL TRUSS ANCHOR PER PLAN PROVIDE SCREEN WHEN CMU BELOW IS NOT REQUIRED TO BE GROUTED. TYP. BOND BEAM W/ (1) CONTUNUOUS #5 BAR THROUGHOUT, GROUTED SOLID W/ MIN. 3000 PSI GROUT. ° MASONRY OPENING WITH SEE DOWEL LAYOUT QIQa 2'-2" , GRADE 40 PLAN FOR FILLED CELL INFORMATION. MIN. (1) 1343 8" x 8" x 16" NOMINAL CMU PER STRUCTURAL T-2" WINDOW/DOOR SUPPLIER IS REQUIRED ON EITHER SIDE OF BEND H .LINTEL PER PLAN LAP SPLICE BEND 0 OPENING U.N.O. LAP SPLICE COVER NOTES, LAID IN RUNNING BOND, . SPEC'S PRIOR TO CONSTRUCTION "B" "C" TRANSOM OPENING "A" "B" "C" "D" MASONRY "D" CONCRETE #3 2-1/4" 4-1/2" 6" 15" 2-1/4" IU.N.O. 15" 18" #4 3" INFILL FILL AROUND \ INDICATES FILLED CELL FROM FTG. TO TIE (2) 2x8 SYP #2 P.T. WOOD HEADER 6" 6" ` + WHEN WINDOW OPENING IS #5 TURNED SIDEWAYS. ATTACH (2) 2x8 7-1/2" 6" BEAM W/ (1) #5 BAR W/ GROUT PER SEE WF FOR 7-1/2" 6" SYP #2 P.T. HEADER TO MASONRY ° WIDER THAN 7'-4" THE COURSE MORE INFO I 1 9" 6" WALL W/ SIMPSON HU28-2 OR HUC28-2 STRUCTURAL COVER NOTES. SEE MD08 9" 6" - 36 " HANGER @ EA. END. USING (14) 1/4" o DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 5-1/4" 10-1/2" 7" NDER THE WINDOW SILL IS TO 5-1/4" 10-1/2" 7" 53" 53" FOR LAP INFO. SEE DOWEL PLACEMENT INTO HEADER. NAIL EACH PLY AND BE A KNOCK OUT COURSE W/ (1) EACH ADDITIONAL HEADER PLY W/ (2) PLAN FOR SPACING & LOCATIONS. ROWS OF 10d NAILS STAGGERED @ 6" o #5 CONT. BAR. FILLED CELLS W/ O.C. AND MIN. 2" FROM ENDS. ' #5 VERT. BARS ARE TO BE PLACED AT 32" O.C. UNDER WINDOW. E PRESENT AT EACH IDE OF MASONRY WALFILLED CELLS TO L STEP U.N.O. ON PLAN a a ,; I.Qa. °Ia. H <_ O 8R30-OB/1T � (9LLJ _ O� _ #5 REBAR AT TOP MIN. (1) REQ'D c s 8F32 -0B/1T ° -1 � ¢ z C.M.U. � 0 81`28 -1 B/1T � o � O 81`12-1B/1T 0 8F40 -0B/1T �----fi BOTTOM REINFORCING PROVIDED L 7-5/8" ACTUAL IN LINTEL (VARIES) � Ow 8F8 -06/1T 8" NOMINAL WIDTH Ox 81`40-1B/1T UNFILLED F SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ( LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. F 2. 0 =NOT RATED. � 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. L 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. - 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. L( r - MASONRY CLEANOUTS AS REQUIRED PER FBCR SECTION R606 SEE FOUNDATION FOR FOOTING DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" SEE PLAN FOR TOP OF WALL AND LINTEL INFO SEE DOWEL LAYOUT QIQa 2'-2" , GRADE 40 PLAN FOR FILLED CELL INFORMATION. MIN. (1) 1343 GRADE 60 T-2" 1217 I.Qa. °Ia. H <_ O 8R30-OB/1T � (9LLJ _ O� _ #5 REBAR AT TOP MIN. (1) REQ'D c s 8F32 -0B/1T ° -1 � ¢ z C.M.U. � 0 81`28 -1 B/1T � o � O 81`12-1B/1T 0 8F40 -0B/1T �----fi BOTTOM REINFORCING PROVIDED L 7-5/8" ACTUAL IN LINTEL (VARIES) � Ow 8F8 -06/1T 8" NOMINAL WIDTH Ox 81`40-1B/1T UNFILLED F SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4" NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED ( LINTELS MUST BE REDUCED BY 20% IF BEARING LENGTH IS LESS THAN 6-1/2". SAFE LOADS FOR ALL RECESSED LINTELS BASED ON 4" NOMINAL BEARING. F 2. 0 =NOT RATED. � 3. SAFE LOADS ARE TOTAL SUPERIMPOSED ALLOWABLE LOAD ON THE SECTION SPECIFIED. L 4. SAFE LOADS BASED ON GRADE 40, GRADE 60 MAY BE USED WITHOUT WRITTEN APPROVAL FROM EOR F 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING F ADDIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. - 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. L( r - MASONRY CLEANOUTS AS REQUIRED PER FBCR SECTION R606 SEE FOUNDATION FOR FOOTING DO TYPICAL MASONRY CONSTRUCTION 3/4"=1'-0" DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS DO LINTEL W/ TRANSOM DETAIL SEE PLAN FOR TOP OF WALL AND LINTEL INFO SEE DOWEL LAYOUT 3069/3069 2'-2" 1783 GRADE 40 PLAN FOR FILLED CELL INFORMATION. MIN. (1) 1343 GRADE 60 T-2" 1217 IS REQUIRED ON EITHER SIDE OF BEND H .LINTEL PER PLAN LAP SPLICE BEND 0 OPENING U.N.O. LAP SPLICE 4'-6"710 0 1423/1105 "B" "C" TRANSOM OPENING "A" "B" "C" "D" MASONRY "D" CONCRETE #3 2-1/4" 4-1/2" 6" 15" 2-1/4" 4-1/2" 6" 15" 18" #4 3" INFILL FILL AROUND \ 20" (2) 2x8 SYP #2 P.T. WOOD HEADER 6" 6" 20" BY BUILDER WINDOW BY B #5 TURNED SIDEWAYS. ATTACH (2) 2x8 7-1/2" 6" 25" SEE WF FOR 7-1/2" 6" SYP #2 P.T. HEADER TO MASONRY 30" #6 MORE INFO I 1 9" 6" WALL W/ SIMPSON HU28-2 OR HUC28-2 4-112 9" 6" - 36 " HANGER @ EA. END. USING (14) 1/4" o DIA. x 2 3/4" TAPCONS & (6) 10d NAILS 5-1/4" 10-1/2" 7" 35" 5-1/4" 10-1/2" 7" 53" 53" INTO HEADER. NAIL EACH PLY AND EACH ADDITIONAL HEADER PLY W/ (2) ROWS OF 10d NAILS STAGGERED @ 6" O.C. AND MIN. 2" FROM ENDS. DOOR OR WINDOW OPENING MAX 4'-0" REFER TO DESIGN PLANS FOR REQUIRED IN -FILL FRAMING DIMENSIONS DO LINTEL W/ TRANSOM DETAIL 3'-0" 3'-0" 3'-0"� la 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 t OPENINGI 8" UNFILLED 8F8 -1B / 8F8-( REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) 2231 3069/3069 2'-2" 1783 GRADE 40 2'-8" 1343 GRADE 60 T-2" 1217 BAR SIZE BEND H LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 4'-6"710 0 1423/1105 "B" "C" "D" "A" "B" "C" "D" MASONRY "D" CONCRETE #3 2-1/4" 4-1/2" 6" 15" 2-1/4" 4-1/2" 6" 15" 18" #4 3" 6" 6" 20" 3" 6" 6" 20" 24" #5 3-3/4" 7-1/2" 6" 25" 3-3/4" 7-1/2" 6" 25" 30" #6 4-1/2" 9" 6" 30" 4-112 9" 6" 40 36 " #7 5-1/4" 10-1/2" 7" 35" 5-1/4" 10-1/2" 7" 53" 53" 3'-0" 3'-0" 3'-0"� la 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 t OPENINGI 8" UNFILLED 8F8 -1B / 8F8-( 1'-6" 2231 3069/3069 2'-2" 1783 3069 / 3069 2'-8" 1343 2693 F2561 T-2" 1217 2165/1969 T-4" 1006 1663/1349 4'-0" 860 1651 / 1349 4'-6"710 0 1423/1105 T-2" 570 1232/1232 6'-2" 488 991/991 7'-0" 416 752/699 20'-8" 354 726/699 9'-2" 315 618 / 535 10'4" 292 567/454 10'-8" 277 492 1352 11'-2" 255 471 /352 12'4" 239 418/297 12'-8" 0 369/261 13'-4" 0 328/0 14'-0" 0 292/0 16-0"1 0 284/0 18'-0" 1 0 211/0 18'-8" 0 142/0 20'4" 0 180/0 20'-8" 0 145/0 22'-8" 0 110/0 1152/1152 1 RECESSED LINTELS -FILLED CLEAR OPENING 8R6-1B/8R6-OB 8R14-1B/8R14-01 1160/0 1660/0 1 2439/0 950/0 137910 STANDARD LINTEL NOTES .D LINTELS 6-113/8F16-0131 8F24-1B/8F24-0B 181`32 -113181`32 -OB 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM. 2. (1) #5 REBAR IN TIE BEAM IS TO BE CONTINUOUS THROUGHOUT INCLUDING ABOVE MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END. ALL RECESSED LINTELS TO HAVE MIN. 4" NOMINAL BEARING EA. END 4, LINTEL MIN. DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF DEEPER LINTEL INSTALLED THAN INDICATED ON PLAN, THE STRENGTH OF THE LINTEL INCREASES AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT EOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMS IN FIELD WITH WINDOW R.O. SPECIFICATIONS ON PLAN. DIMS SHOWN ON LINTEL PLAN ARE CLEAR SPAN AND USED TO VERIFY DESIGN OF LINTEL ONLY. VERIFY WITH WINDOW/DOOR SUPPLIER SPECIFICATIONS AND COORDINATE WITH EOR AS REQ'D. 7, LINTELS SHOULD BE SHORED UP DURING CONSTRUCTION AS REQUIRED PER THE LINTEL SUPPLIER SPECS. MCD IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS 113/6113 8974 / 8974 10000 / 10000 113/5163 1 8974 / 8054 10000 / 10000 6113/3820 8974/5961 10000/8107 6113/2931 8672/4576 10000/6224 5365/1999 7342/3123 10000/4249 5_36_5/1999 7342 / 3123 10000/4249 4360/1631 6036/2549 8328/3470 3480/2580 8360/3586 1 8825 / 4592 2661/2143 5681 / 2698 1 6472/3685 1843 / 1625 3486 / 2602 1 6390/3302 1843/1625 3486 / 2255 1 6205 / 2885 1533/1247 2781 /1946 1 4754/2489 1366/1277 2423/1770 4006/2263 1254 / 1132 2193/1567 3552/2003 1075/1075 1838/1567 2883/2003 1075/1045 1838/1446 2883/1848 1002 / 984 1697 / 1361 2630 / 1738 1160/0 1660/0 1 2439/0 950/0 137910 1 199710 750/0 1177/0 1 1676/0 598/0 1114/0 1468/0 598/0 1024/0 1 1441/0 55010 981/0 1376/0 450/0 1 824/0 1147/0 MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2, Fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE i STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7132 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT O 8R6-1B/1T QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY O 8F8-1B/1T 8F16-1B/1T O 8R14 -16/1T QUANTITY OF #5 REBAR AT TOP O 8F16-16/1TNOMINAL HEIGHT O8R14-OB/1T TYPE DESIGNATION NOMINAL WIDTH e B/1T 8" NOMINAL WIDTH 0" 8R30-1B/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. � 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O 81`16-0B/1T 1-1/2" CLEAR F - c0 81`20-18/1T � � ¢w V,.GROUT OP MIN. (1) REQ'D O 81`20-OB/1T U � ¢ z O 8R22 -18/1T � g 81`24-1Bl1T � BOTTOM OF LINTEL 8R22-OB/1T FORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24-0 WALL LEGEND z 0 U U 0 W 0 w W z z K O U_ = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. OR LINTEL LINTEL PLAN p a a #3=2%2" j v #4=2%2" #5=2%" #6=3" ' #7=3Y2" B, LAP SPLICE STANDARD 90' HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U �m W �111111119l11 W Qry Z O_ W U W TA iJ U° i = ip q� o i O z �� O z z •� am ? .a � Z i < ry� U U) U n m � Q Urn F )w �w zai�'�8 ) W W Ur ¢z rrm i W W Z J >'og i w � J U)D��2ui o � I.., O ¢LLWY03 3 wLLLI UU �o�ga '. � W F- W � Lu = Z O iZ) M h z � O M W J LU ly, a o >W > o ' ? W u. o J Z LU � � 0 2 O ~ J m m �o W :Di-� - _LU j J J Z V - o i W W o W 1 2�H-'?�~'Zd. U �a0�OaN -z O W a ��0_O��N i z i W j p STRUCTURAL ENG: BAD </j DRAFTING: � (7 Z-STRUCT: JV QC CHECK: EA - w JOB No. DWH-0205195 j = SCALE: AS INDICATED W DATE: 05/0812019 � I- -° S4 ,Z .O _ p in 1425/1425 1 3343 / 3280 1 4933/4933 T-0" 1 1230/1230 2769 / 2769 4085/4085 T-4" 1 1081/920 2769/1716 1 4085/2839 4'4" 1 846/833 2121/1716 1 3127/2839 4/572 1761/1761 1 2595 / 2595 6'-4" 1 526/434 1539/1539 1 1329/2267 7'-4" 1 480/322 1334/1334 1 1964/1552 15/235 1152/1152 1 1694 / 1552 1) FOR HEADER DEPTHS DEEPER THAN 32", USE VALUES FOR 32" DEEP HEADER 2) FOR HEADER DEPTHS NOT LISTED ON CHART, USE THE VALUES FOR THE NEXT DEPTH DOWN. 3) PRO -CRETE LINTELS ARE AN ADEQUATE SUBSTITUTION. MATERIALS 1. fc PRECAST LINTELS = 3500 PSI. 2, Fc PRESTRESSED LINTELS = 6000 psi. 3. GROUTED PER ASTM C476 fg = 3000 psi W/ MAXIMUM 3/8" AGGREGATE AND 8" TO 11" SLUMP. 4. CONCRETE MASONRY UNITS (CMU) PER ASTM C90 W/ MINIMUM NET AREA COMPRESSIVE i STRENGTH = 1900 PSI. 5. REBAR PER ASTM A615 GRADE 60. PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION. 7132 WIRE PER ASTM A510. LINTEL DESIGNATION SCHEDULE LINTEL F = FILLED WITH GROUT MARK REQUIREMENTS U = UNFILLED R = RECESSED & FILLED WITH GROUT O 8R6-1B/1T QUANTITY OF #5 REBAR @ BOTTOM OF LINTEL CAVITY O 8F8-1B/1T 8F16-1B/1T O 8R14 -16/1T QUANTITY OF #5 REBAR AT TOP O 8F16-16/1TNOMINAL HEIGHT O8R14-OB/1T TYPE DESIGNATION NOMINAL WIDTH e B/1T 8" NOMINAL WIDTH 0" 8R30-1B/1T FILLED O 8F32-1B/1T 1-1/2" CLEAR 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. � 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O 81`16-0B/1T 1-1/2" CLEAR F - c0 81`20-18/1T � � ¢w V,.GROUT OP MIN. (1) REQ'D O 81`20-OB/1T U � ¢ z O 8R22 -18/1T � g 81`24-1Bl1T � BOTTOM OF LINTEL 8R22-OB/1T FORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24-0 WALL LEGEND z 0 U U 0 W 0 w W z z K O U_ = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. OR LINTEL LINTEL PLAN p a a #3=2%2" j v #4=2%2" #5=2%" #6=3" ' #7=3Y2" B, LAP SPLICE STANDARD 90' HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U �m W �111111119l11 W Qry Z O_ W U W TA iJ U° i = ip q� o i O z �� O z z •� am ? .a � Z i < ry� U U) U n m � Q Urn F )w �w zai�'�8 ) W W Ur ¢z rrm i W W Z J >'og i w � J U)D��2ui o � I.., O ¢LLWY03 3 wLLLI UU �o�ga '. � W F- W � Lu = Z O iZ) M h z � O M W J LU ly, a o >W > o ' ? W u. o J Z LU � � 0 2 O ~ J m m �o W :Di-� - _LU j J J Z V - o i W W o W 1 2�H-'?�~'Zd. U �a0�OaN -z O W a ��0_O��N i z i W j p STRUCTURAL ENG: BAD </j DRAFTING: � (7 Z-STRUCT: JV QC CHECK: EA - w JOB No. DWH-0205195 j = SCALE: AS INDICATED W DATE: 05/0812019 � I- -° S4 ,Z .O _ p in 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D -AWAY FROM THE FACE OF � SUPPORT. 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HGT. � 9. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. O 81`16-0B/1T 1-1/2" CLEAR F - c0 81`20-18/1T � � ¢w V,.GROUT OP MIN. (1) REQ'D O 81`20-OB/1T U � ¢ z O 8R22 -18/1T � g 81`24-1Bl1T � BOTTOM OF LINTEL 8R22-OB/1T FORCING PROVIDED 7-5/8" ACTUAL IN LINTEL (VARIES) O 8F24-0 WALL LEGEND z 0 U U 0 W 0 w W z z K O U_ = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. OR LINTEL LINTEL PLAN p a a #3=2%2" j v #4=2%2" #5=2%" #6=3" ' #7=3Y2" B, LAP SPLICE STANDARD 90' HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U �m W �111111119l11 W Qry Z O_ W U W TA iJ U° i = ip q� o i O z �� O z z •� am ? .a � Z i < ry� U U) U n m � Q Urn F )w �w zai�'�8 ) W W Ur ¢z rrm i W W Z J >'og i w � J U)D��2ui o � I.., O ¢LLWY03 3 wLLLI UU �o�ga '. � W F- W � Lu = Z O iZ) M h z � O M W J LU ly, a o >W > o ' ? W u. o J Z LU � � 0 2 O ~ J m m �o W :Di-� - _LU j J J Z V - o i W W o W 1 2�H-'?�~'Zd. U �a0�OaN -z O W a ��0_O��N i z i W j p STRUCTURAL ENG: BAD </j DRAFTING: � (7 Z-STRUCT: JV QC CHECK: EA - w JOB No. DWH-0205195 j = SCALE: AS INDICATED W DATE: 05/0812019 � I- -° S4 ,Z .O _ p in WALL LEGEND z 0 U U 0 W 0 w W z z K O U_ = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W1 ARCHITECTURAL PLAN U.N.O. OR LINTEL LINTEL PLAN p a a #3=2%2" j v #4=2%2" #5=2%" #6=3" ' #7=3Y2" B, LAP SPLICE STANDARD 90' HOOK STANDARD 180° HOOK DO REBAR SPLICE DETAIL COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. U �m W �111111119l11 W Qry Z O_ W U W TA iJ U° i = ip q� o i O z �� O z z •� am ? .a � Z i < ry� U U) U n m � Q Urn F )w �w zai�'�8 ) W W Ur ¢z rrm i W W Z J >'og i w � J U)D��2ui o � I.., O ¢LLWY03 3 wLLLI UU �o�ga '. � W F- W � Lu = Z O iZ) M h z � O M W J LU ly, a o >W > o ' ? W u. o J Z LU � � 0 2 O ~ J m m �o W :Di-� - _LU j J J Z V - o i W W o W 1 2�H-'?�~'Zd. U �a0�OaN -z O W a ��0_O��N i z i W j p STRUCTURAL ENG: BAD </j DRAFTING: � (7 Z-STRUCT: JV QC CHECK: EA - w JOB No. DWH-0205195 j = SCALE: AS INDICATED W DATE: 05/0812019 � I- -° S4 ,Z .O _ p in W Qry Z O_ W U W TA iJ U° i = ip q� o i O z �� O z z •� am ? .a � Z i < ry� U U) U n m � Q Urn F )w �w zai�'�8 ) W W Ur ¢z rrm i W W Z J >'og i w � J U)D��2ui o � I.., O ¢LLWY03 3 wLLLI UU �o�ga '. � W F- W � Lu = Z O iZ) M h z � O M W J LU ly, a o >W > o ' ? W u. o J Z LU � � 0 2 O ~ J m m �o W :Di-� - _LU j J J Z V - o i W W o W 1 2�H-'?�~'Zd. U �a0�OaN -z O W a ��0_O��N i z i W j p STRUCTURAL ENG: BAD </j DRAFTING: � (7 Z-STRUCT: JV QC CHECK: EA - w JOB No. DWH-0205195 j = SCALE: AS INDICATED W DATE: 05/0812019 � I- -° S4 ,Z .O _ p in n WS1 63.5x11.25 S18A SD4 TOP no9'-4. SD4 r ® S i LL LL LL LL LL LL LL LL LL S C 1 F4B 1 F4A I- L - ® 1 F4 1 M co LL LL LL Lco co coLL LLL U- U - F4 ® F4 S[ F4 LL n r I I F4 E E M F4 �416 STUD BW1 FG2 F2 49 0� 5 F2 � F2 0 F2 - W/ 2x6 STUDS BVV1 - - - F2 F2 _--_-_ F1 F1 F1 SI F06 SD2 F1 I I 1 F1A SD01 S1 S18A SD3 SD4 SD4 F5 A I- 1 ill SD5 SD4 F5A 4 E3 i5l; l� C1 B2x12 til TOP @ 9' -4" -Cl l� B2x12 ------ GEO TOP @ 9'4" SD2 4 B2x12 TOP @ 9'-4" C2 -- 2x SYP #2 TOP & BOTTOM RIBBON (MIN 2X4) TO TRUSS W/ (4) 16d NAILS B2x12 TOP @ 9'-4" WALL LEGEND I = 9'-4" T.O.M. = INTERIOR/EXTERIOR BEARING WALLS VERIFY HGT. W/ ARCHITECTURAL PLAN U.N.O. OR LINTEL FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND 1/411=1141 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. 53 w rY w eta, LL®��2y'sY o O OsJ:;-J z Wu Q � r -= 1J'�_. "4� ¢ O. z 4Q U d a5; ❑ 0 U ' LL U ra U) Z r 2 Uj W iw ❑ 1-- i O 0 Z _O W' U L7 W W 1 J U o W i = sie' b3J o LL i O 3 s i s i 0 a �� ! O �+- Z 2 Q fi7 O Q z OIZ (D� N (n Unr� Wim« LL ❑ � m FW- E 1 w Z up: -1r /^� V Q Z N N m = V J °>> J N LL �y I ��mLL o i LL W LL J fnR❑Yp o LU (n ❑ o W o i _ U LL Z Qa WYO E i 00 ~ O 0-1o LLI a: wW U�Qr > W ha- LL W = Z O W iQ M h �z h N i� M W J LU V - •z U Q W ] O W LL. o -J Z W W U r N u 0 2 COm LU J 0 1 0 W D N- — J J Z U 0 Y w W W i01—WtiZa LUU Z 0� 0 a N LD OW°' ! d' co cN W i 2 0 STRUCTURALENG: BAD ' (n DRAFTING: I U Z-STRUCT: JV i QC CHECK: EA w JOB No. DWH-0205195 ' U = SCALE: AS INDICATED h wJ DATE: 05/08/2019 iQ I '0 S5 0 C) ,z :o BEARING WOOD WALL SCHEDULE Oq STUD LUMBER CONNECTION & FASTENERS UPLIFT CAP. BLOCKING TAG SPACING SPECIES (plf) O(2)2X8 TOP BOTTOM BW1 16" SPF (3)12d TOENAILS/ END (3)12d TOENAILS/ END NO MID -SPAN OL 4x4 SYP #2 P.T. COLUMN MO NAILS NAILS UPLIFT (2)META16 OR (2)META20 BW2 16" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 570 plf MID -SPAN BW3 16" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 570If p 3rd. PT. COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL (3)12d (3)12d NO ENGINEERED LUMBER COLUMN PER STRUCTURAL BW4 12" SPF TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET NAILS NAILS O5 COVER SHEET BW5 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 760 plf MID -SPAN 6W6 12" SPF SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 760 plf W. PT. 3 5. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. FRAME TO FRAME 860 (3)12d (3)12d NO B W7 16" SYP TOENAILS/ END TOENAILS/ END UPLIFT MID -SPAN EPDXY MIN. 12" EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 NAILS NAILS TO POST: SIMP. HTS20 OR MSTA18 HTT4 w/(18)16d x 22' NAILS & e" EPDXY ANCHOR w/ SIMPSON FE -81 16" SYP SP4 W/(6) 10d x 12' NAILS SP4 W/(6) 10d x 12' NAILS 664 plf MID -SPAN gWg 16" SYP SP4 W'(6) SP4 W1(6) 664 pif 3rd. PT. SET -XP EPDXY MIN. 5" EMBEDMENT TO POST: (2) SIMP. HTS20 OR MSTA18 10d x 12 NAILS 10d x 12' NAILS HTSM16 w/(8)10d NAILS & (4)4"'X 24' TAPCONS FRAME TO CMU BW10 12" SYP 1(3)12d TOENAILS/ END (3)12d TOENAILS/ END NO UPLIFT MID -SPAN 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS NAILS NAILS 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD BW11 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12' NAILS 885 plf MID -SPAN BW12 12" SYP SP4 W/(6) 10d x 12" NAILS SP4 W/(6) 10d x 12" NAILS 885 pif '-rd. PT. 3 BW13 16" SPF SP4 W/(6) 10d x 12' NAILS @ 32"o.c. SP4 W/(6) 10d x 12' NAILS @ 32"o.c. 280 If p MID -SPAN BW14 12" SPF SP4 W/(6) 10d x 12' NAILS @ 24"o. C. SP4 W/(6) 10d x 12' NAILS @ 24"o.c. 380 If p MID -SPAN HTT4 w/(18) 16d x 22' NAILS w e" EPDXY ANCHOR w/ SIMPSON ET -XP EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS 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 1133 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 w/EITHER GUN NAILS @32"o.c. OR (2)12d NAILS TO EACH FLOOR TRUSS. 14. IF QUICKTIE CABLES ARE SPECIFIED TO BE INSTALLED WITHIN ANY BEARING WALL INDICATED ON THE ABOVE BEARING WOOD WALL SCHEDULE, NO SP41S ARE REQUIRED. COLUMN SCHEDULE Oq (2)2X4 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SPF #2 BUILT UP STUD COLUMN O(4)2X4 SPF #2 BUILT UP STUD COLUMN Op (2)2X6 SPF #2 BUILT UP STUD COLUMN O(3)2X6 SPF #2 BUILT UP STUD COLUMN O(2)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X8 SPF #2 BUILT UP STUD COLUMN O(3)2X4 SYP #2 BUILT UP STUD COLUMN O(2)2X6 SYP #2 BUILT UP STUD COLUMN O(2)2X8 SYP #2 BUILT UP STUD COLUMN OL 4x4 SYP #2 P.T. COLUMN MO 6x6 SYP #2 P.T. COLUMN NO 8x8 SYP #2 P.T. COLUMN (2)META16 OR (2)META20 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-1/2"x3-1/2" COVER SHEET. B2x10 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-112"x5-114" COVER SHEET. (1)ply 1985 ENGINEERED LUMBER COLUMN PER STRUCTURAL <8>3-112"x7" COVER SHEET. (2)ply 1900 ENGINEERED LUMBER COLUMN PER STRUCTURAL O3-112"x9-1/2" COVER SHEET. ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x5-114" COVER SHEET. (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS ENGINEERED LUMBER COLUMN PER STRUCTURAL O5-1/4"x7" COVER SHEET. TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d ENGINEERED LUMBER COLUMN PER STRUCTURAL COVER O7"x7" SHEET. 1/2" X 11 7/8" ENGINEERED LUMBER COLUMN PER STRUCTURAL O3 COVER SHEET 1245 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. WF081SD3. 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 & e' EPDXY ANCHOR w/MIN. 7"EMBEDMENT 6x6: ABU66 w/(12)16d NAILS & a" EPDXY ANCHOR w/MIN. 7"EMBEDMENT 8x8: ABU88 w/(18)16d NAILS & (2)a" 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 22' 10d .148" x 3" 12d .148" x 34' 16d .162" x 32' 8d RING SHANK .113" x 28' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THEN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EXTEND THRU THE MEMBER IT'S BEING ATTACHED TO. CONNECTOR SCHEDULE TAG BEAM SIZE CONNECTIONS VALUES VALUES TAG SIMPSON CONNECTOR TYPE SPF(Ib) SYP(Ib) (2)2x8 #2 SYP META16 w/(8) 10dx12' NAILS OR META20 w/(8) B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" El10d x 12' NAILS. AT PARALLEL TRUSS CONDITIONS USE FRAME TO CMU 1450 1450 ON MASONRY: (1) SIMP. MSTAM24 LTA2 w/(10) 10d x 12' NAILS @ 24" O.C. U.N.O. (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25xl1.25 (3)1.75"x11.25" LVL (2)META16 OR (2)META20 H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 (!)ply TRUSS (10)10d x 12' NAILS FRAME TO CMU (!)ply 1985 (1)ply 1985 NAILS & (18)4'x24' TAPCONS (2)ply TRUSS (14) 16d x 12' NAILS (2)ply 1900 (2)ply 1900 H10A w/(18)10d x 12' NAILS OR H10A 1015 H10A 1140 (2)ply TRUSS H10A-2 w/(18) 10d x 12' NAILS FRAME TO FRAME H10A-2 1070 H10A-2 1245 TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d HTS20 w/(24)10d x 12' NAILS PLATE NAILS & (18)4'x24" TAPCONS (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 1245 1450 (2)HTS20 w/(24)10d x 12" NAILS TO BEAM: SIMP. HUC410 w/(18)16d & El (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) FRAME TO FRAME 2490 2900 H2.5A w/(10)8d FRAME TO FRAME 535 600 El MTS12 w/(14)10d x 12' NAILS FRAME TO FRAME 860 1000 TO BEAM: SIMP. HUC410 w/(18)16d & (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL MGT w/(22)10d 8' EPDXY ANCHOR w/ SIMPSON SET -XP FRAME TO CMU 3330 3965 EPDXY MIN. 12" EMBEDMENT ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 HTT4 w/(18)16d x 22' NAILS & e" EPDXY ANCHOR w/ SIMPSON FRAME TO CMU 3640 4235 SET -XP EPDXY MIN. 7" EMBEDMENT B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d 10 HGT-2 w/(16)10d NAILS w/8" EPDXY ANCHOR w/ SIMPSON FRAME TO CMU 6280 6280 ON MASONRY: (2) SIMP. MSTAM24 SET -XP EPDXY MIN. 5" EMBEDMENT TO POST: (2) SIMP. HTS20 OR MSTA18 11 HTSM16 w/(8)10d NAILS & (4)4"'X 24' TAPCONS FRAME TO CMU 1020 1175 12 LSTA18 w/(14)10d NAILS HEADER TO STUDS 1110 1235 13 (2)LSTA18 w/(14)10d NAILS HEADER TO STUDS 2220 2470 14 LSTA18 w/(14)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 833p1f 928plf 15 LSTA24 w/(18)10d NAILS CENTERED EACH STUD STUDS TO BEAM/GT 1235 1235 16 MSTC28 w/(36)16d SINKERS CENTERED STUDS TO BEAM/GT 2980 3455 17 MSTC40 w/ (52) 16d SINKERS CENTERED STUDS TO BEAM/GT 4305 4745 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS LTT206 w/(10) 10d NAILS & 8" EPDXY ANCHOR w/ SIMPSON COLUMN TO FTG.OR 18 Efl SET -XP EPDXY MIN. 7" EMBEDMENT CMU 1290 1500 19 HTT4 w/(18) 16d x 22' NAILS w e" EPDXY ANCHOR w/ SIMPSON ET -XP EPDXY MIN. 7" EMBEDMENT -AT LVL / PSL COLUMNS COLUMN TO FTG. 3640 4235 USE 18 #10x1-1/2" SD SCREWS INSTEAD OF NAILS 20 (3)HTS20 w/(24)10d x 12' NAILS FRAME TO FRAME 3735 4350 (AT EXT LOCATIONS INCLUDE (3)12d TOENAILS) 21 MSTCM40 W/ (14) 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. LTA2's @ 24"o.c. OR 32"o.c. VERIFY w/ TRUSS SHOP DRAWINGS FOR VERTICAL SPACING WITHIN FLOOR TRUSS. (IF SITTING ON FRAME WALL USE SIMP. LSTA18 @ 24"o.c. OR 32"o.c.) CONNECT ALL CONTINUOUS RIM BOARDS TO TOP OF MASONRY W/SIMP. LTA2, @ 32"o.c. MAX. AND AT EACH CORNER. 2. ALL TRUSS/BEAM TO FRAME CONNECTIONS TO BE SIMP. H10A FOR SINGLE PLY, OR H10A-2 FOR 2 -PLY U.N.O. ON PLAN 3. CONNECT ALL TYPICAL HIP JACKS (CORNER JACKS) TO FRAME USING SIMP. H2.5A CONNECTOR. IF UPLIFT EXCEEDS 535lbs USE (2) H2.5A CONNECTORS. 4. ATTACH GABLE TRUSS TO CANTILEVERED BEAM AT PORCHES USING (2) H2.5A U.N.O. SEE GE01 FOR ADDITIONAL INFORMATION. 5. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3)12d TOENAILS. 6. ALL TRUSS TO TRUSS CONNECTIONS TO BE SPECIFIED BY TRUSS MANUFACTURER, U.N.O. ON PLAN. 7. MISSED TIE -BEAM STRAPS: AT EACH MISSED META16 OR DOUBLE META16 STRAP LOCATION CONTRACTOR TO INSTALL: (1) SIMPSON HTSM16 FOR TRUSSES WITH 1175 LBS UPLIFT OR LESS. (2) SIMPSON HTSM16 (INSTALLED ON OPPOSITE FACES OF THE CMU) FOR TRUSSES WITH 1900 LBS UPLIFT OR LESS. IF MORE THAN (3) TRUSSES IN A ROW HAVE A MISSED META16 CONTACT E.O.R. FOR FURTHER REVIEW. STANDARD HEADER NOTES 1. VERIFY w/PLAN FOR CORRECT LENGTH OF HEADER REQ'D. SIZE INDICATED ON PLAN IS MINIMUM REQ'D. PER LOCATION. LARGER HEADER MAY BE INSTALLED w/OUT APPROVAL FROM E.O.R. 2. ALL HEADER JACKS/KINGS TO MATCH WALL LUMBER GRADE U.N.O. ON PLAN. ATTACH STUDS TOGETHER FOLLOWING DTL. WF08/SD3. 3. NAIL #2 SYP HEADER PLIES TOGETHER USING: (2) ROWS OF 10d NAILS @12" O.C. ONE SIDE, MIN. 2" FROM TOP AND BOTTOM FOR 2X6 AND 2X8 HEADERS. (3) ROWS OF 10d NAILS @12" O.C. ONE SIDE. MIN. 2" FROM TOP AND BOTTOM FOR 2X10 AND 2X12 HEADERS. NAILING ABOVE IS FOR TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET INTO HEADER 4. NAIL KING STUDS TO HEADER w/(3) 10d TOENAILS PER SIDE IN ADDITION TO NAILING PER HEADER SCHEDULE. 5. IF MORE THAN (1)KING IS REQ'D. AS PER HEADER SUPPORT TABLE, GC TO INSTALL REQ'D. NAILS FROM 1st KING INTO HEADER THEN ATTACH ADDIT'L KING PER DTL. WF08/SD3. OTHERWISE, CONTACT E.O.R. FOR REQ'D. WOOD SCREWS. 6. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 8. SEE DTL. WF09/SD2 FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS AT 2 STORY CONDITIONS. SEE 2ND FLOOR NOTES FOR MORE INFO. BEAM SCHEDULE TAG BEAM SIZE CONNECTIONS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE TO POST: SIMP. HTS20 OR MSTA18 H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE TO BEAM: SIMP. HUC48 w/(14)16d & (6)-10d NAILS H2x10 (2)2x8 #2 SYP TO MASONRY: SIMP. HU48 OR HUC48 B2x8 WITH 1/2" FLITCH w/(6)10d NAILS & (14)4'x24" H3.5x5.5 PLATE TAPCONS H3.5x7.25 (2)1.75"x7.25" LVL ON MASONRY: (1) SIMP. MSTAM24 H3.5x9.25 (2)1.75"x9.25" LVL TO POST: SIMP. HTS20 OR MSTA18 H5.25xl1.25 (3)1.75"x11.25" LVL TO BEAM: SIMP. HUC410 w/(18)16d & H3x12 (2)2x10 #2 SYP (10) 10d NAILS B2x10 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d V-0" TO T-11" 1 1 PLATE NAILS & (18)4'x24' TAPCONS 10'-0" TO 12'-0" 3 4 ON MASONRY: (1) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (2)2x12 #2 SYP (10) 10d NAILS B2x12 WITH 1/2" FLITCH TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d PLATE NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x11.25 (2)1.75"x11.25" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)41"x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS 63.5x11.875 (2)1.75"x11.875" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24" TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: SIMP. HTS20 OR MSTA18 TO BEAM: SIMP. HUC410 w/(18)16d & (10) 10d NAILS B3.5x16 (2) 1.75"x16" LVL TO MASONRY: SIMP. HU410 OR HUC410 w/(10)10d NAILS & (18)4'x24' TAPCONS ON MASONRY: (2) SIMP. MSTAM24 TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B5.25x16 (3) 1.75"x16" LVL U.N.O.FASTEN LVL PLIES TOGETHER USING (3) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE TO POST: (2) SIMP. HTS20 OR MSTA18 ON MASONRY: (2) SIMP. MSTAM24 B3.5x20 (2) 1.75"x20" LVL * U.N.O.FASTEN LVL PLIES TOGETHER USING (4) ROWS OF 1/4" X 3 1/2" SDS SCREWS @ 24" O.C. EACH SIDE STANDARD BEAM NOTES 1. NAIL ALL (2) 2x SYP BEAMS TOGETHER USING (3) ROWS OF 12d NAILS @ 12" O.C. (TYP. ONE SIDE) MIN. 2" FROM TOP AND BOTTOM OF BEAM 2. NAIL ALL 2 -PLY LVL BEAMS (MAX. 12" DEEP) TOGETHER USING (3) ROWS OF 12d NAILS 6" O.C. TYP. ONE SIDE MIN @ ( ) 2 FROM TOP AND BOTTOM OF BEAM 3. VERIFY w/PLAN CORRECT LENGTH OF BEAM REQ'D. (MIN. 4" BRG. EA. END) 4. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 5. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. 6. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS HEADER SCHEDULE TAG HEADER FASTENERS H2x6 (2)2x6 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(6) 16d NAILS H2x8 (2)2x8 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(8) 16d NAILS H2x10 2)2x10 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H2x12 2)2x12 #2 SYP w/2' FLITCH PLATE ATTACH KING STUD TO HEADER w/(10) 16d NAILS H3.5x5.5 (2)1.75"x5.5" LVL ATTACH KING STUD TO HEADER w/(6) 16d NAILS H3.5x7.25 (2)1.75"x7.25" LVL ATTACH KING STUD TO HEADER w/(8) 16d NAILS H3.5x9.25 (2)1.75"x9.25" LVL ATTACH KING STUD TO HEADER w/(10) 16d NAILS H5.25xl1.25 (3)1.75"x11.25" LVL ATTACH KING STUD TO HEADER w/(12) 16d NAILS H3x12 (3) 2x12 #2 SYP w/ 2' FLITCH PLATE BETWEEN PLIES ATTACH KING STUD TO HEADER w/(10) 16d NAILS HEADER SUPPORT SCHEDULE OPENING SIZE SEE PLAN FOR WALL WIDTH JACKS @ EA. END KINGS @ EA. END V-0" TO T-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 518" 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 MIN. 7/16" (OR 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.IBUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE. FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3/4" PLYWOOD OR OSB (U.N.0), WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES). FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 8d, 8d RING OR SPIRAL SHANK, HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE 6" ON EDGES AND 12" IN FIELD. NOTES & CONNECTOR LEGEND COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. 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IF ANY ITEM IS IS QUESTIONS, CONTACT THE U) J< 0 0 ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. J~ O CJ311= U F-< U.1 w w w w w �W w CJ3 W 2 Z O 2E \ / I ATTACH COLUMN TO Z7— CJ5 HEADER & COLUMN TO CJ5 Ll BOTTOM PLATE W/ (2) 71\ SIMPSON A34 L 11 11 A6 A5 A4 A3 Al Al I— ---I (— Al III Al 0 x III F1 z III r— Al– Al I �I Al IIo 0 I Ili N 7 N All = Aly it III= � U, AlXN I II Al V \1 I I III III F-1 Al II Al I I r Tj Al ATTACH COLUMN TO HEADER & COLUMN TO BOTTOM PLATE Al W/ (2) SIMPSON A34 n Al D02 - SD3 A2 GEO SD2 E H2X6 CONT. HDR. H2X6 CONT. HDR. B1 B2 GEO SD2 STUD & SPECIES SPACING INTERIOR ZONE ATTACH COLUMN TO 1Q HEADER & COLUMN 16" O.C. MAX TO BOTTOM PLATE w/ 9'-0" (2) SIMPSON A34 NOTE: SEE PAGE S5.1 FOR NOTES AND CONNECTOR LEGEND SO4 B 4 SD4 EXTERIOR FRAME WALL SCHEDULE (DWH) WALL HEIGHT STUD & SPECIES SPACING INTERIOR ZONE SPACING END ZONE 1Q 2x4 SPF #1/#2 16" O.C. MAX 16" O.C. MAX 9'-0" 2x4 SPF #1/#2 16" O.C. MAX 12" O.C. MAX 9'-4" 2x4 SPF #1/#2 12" O.C. MAX 12" O.C. MAX 10'-0" 2x4 SYP #1 12" O.C. MAX 8" O.C. MAX EXTERIOR FRAME WALL NOTES 1. 2x4 WALL STUDS WITHIN 5 FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHART ABOVE FOR REQUIRED STUD SPACING. 2. SEE DETAIL WF10/SD3 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 2.1. NOTE: CONTRACTOR TO TAKE CARE AND NOT OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS 3. IF WALL IS FRAMED WITH 2x6 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF #1/#2 @ 16" O.C. U.N.O. ON FRAMING PLANS 4. SYP #2 STUDS MAYBE SUBSTITUTED FOR SPF #1/#2 STUDS ONLY. ULTIMATE WIND SPEED: 139 MPH EXPOSURE: C ROOF FRAMING PLAN 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. WALL LEGEND U = 9'-4" T.O.M. = INTERIOR/EXTERIOR 1Q BEARING WALLS VERIFY W.w w w°QQU HGT. W/ ARCHITECTURAL •,�� �6 PLAN U.N.O. OR LINTEL SCALE: STANDARD 2ND FLOOR FRAMING Z 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 z� TO FOLLOW THE DETAILS INDICATED BELOW v 0^ OPENING SITTING ON MASONRY - WS45/SD5 OPENING SITTING ON WOOD BEAM - WS46/SD5 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09/SD4 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) U 7 FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF Lu J W FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING /N�/ PER PLAN DETAIL WF10 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING Z �) m PLAN i.e. BUILT UP COLUMNS, CONNECTORS, ENGINEERING LL NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE U) J< 0 0 ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. ROOF FRAMING PLAN 1/4"=1'-0" COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q J BAD U LL1 0 1Q :Y z LL Or j Z W.w w w°QQU E� ¢ 0. ¢ •,�� �6 e 1 o SCALE: LL Z W Q J BAD U w -STRUCT: b CC CHECK: Z JOB No. LL SCALE: L4 $ g Z 05/08/2019 U 2 z� a v 0^ amO Z U' I (n U M U 7 75; Lu J W /N�/ 06LUZ5.,E F w n Y,H HL L. Z �) m i LL F 0 Lq WL U) J< 0 0 W J~ O (n 0 H�<ifl o U F-< Zo w Y O �3; �W LL W 2 Z O 2E C M ti U) N U M cn W J W w LL Z a o w > O W J ti o Z. z W _ V T- u U) 000 o = m ~ J CO o LLl J J J z U LL.o Y CD O ol—LLI W tia°- z (L Q W � � N 05 Q a Z O WCO °a-Q5WN — STRUCTURAL ENG: BAD DRAFTING: -STRUCT: JV CC CHECK: EA JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/08/2019 Z S5.2 °o .o SIMPSON n — DIAGONAL TO BEAM SIMPSON HGA10 @ 48" O.C. SHEATHING NOT REQ'D TO BE CONT. @ THE TRANSITION FROM BEAM TO GABLE TRUSS BEAM PER PLAN SIMPSON DIAGONA PLATE SIMPSON HGA10 @ 48" 2x4 BLOCKS, (2)16d NAILS @ EA. END. BLOCK O.C. NOTE: ALL GABLE ADJ. BAYS @ EA. DIAL. 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 REQ'D) TO BE CONT. @ THE TRANSITION FROM WALL TO GABLE TRUSS DOUBLE 2x TOP PLATE FASTEN SIDE WALL SHEATHING PER PLAN. EXT. SHEATHING; ATTACH PER PLAN GABLE END TRUSS TO PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE TIE (1) B CONT. TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF CMU WALL CONNECTION FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) BEAM CONNECTION FRAME WALL CONNECTION H < 3'-6" PLAN 3'-6" < H < 7'-4" REQ'D GABLE END "L" ANDIOR "T" — CIA w (2) 16d END 7'-4" < H < 9'-0" \ NAILS @ EA. OUTLOOKER BRACING STRONG BACK PER GABLE 2x4 OUTLOOKER @ 24" 2x4 B OCKING @ EA. OUTLOOKER PROVIDE 2x BLOCKING �' , ui v �ilj '• n O.C. MAX. w/ (2) 16d (MAX ROOF SHEATHING SPAN 2'-0") FOR NAILING END BRACING CHART END NAILS TO TRUSS w/ (2) 16d END NAILS EA. END (2)16d NAILS PLT. TO STUD ON MAX. HEIGHT OF V-9" MAX. TOP & BOTTOM (TYP.) 2x4 SYP #2 TOP CHORD BRACING TRUSS PER PLAN (END NAIL PLTS. TO STUD) \ MAX 10d COMMON NAILS @ SIMPSON H2.5(TYP.) @ 16" O.C. MIN (2) TRUSS BAYS VARIES e HOLD WALL 3-1/2" DOWN 3/4"=1'-0" a` ❑ '✓,�d�j°c.°Gt�®�4� Q O� FOR OUTLOOKER BACK FROM GABLE END (MIN. 48") RAKED DOUBLE TOP GABLE END @24"OC CONTRACTOR TO FIELD VERIFY WHICH SHEATHING PER PLAN LL CEILING NAILER AS TRUSS PER CONDITION IS REQUIRED. CONTACT EOR AND 6" FROM EA. END w/ A23 DIAGONAL TO BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ NUT &WASHER \ FOR ADDITIONAL INFO AS REQ'D MSTAM-24 TYP. EA. SIDE OF TRUSS BOTTOM MANU.'S DRAWINGS; PLAN TYP. BRACE TO 2x4 CEILING GYP. BD. IS 2X8 #2 SYP PT BASE a . BETWEEN FRAME AND CMU CHORD. REFER TO NOT A DIAPHRAGM PLATE SEE WALL SPLICE DETAIL CMU WALL PER PLAN SIMPSON A23 @ EACH GE02 FOR REQ'D 0 Co \ \ 6" FROM EA. END OF MAINTAIN 3 1/4" BRACE TO PLATE BRACING TYP. PROVIDE F U_ LU F- w CLEARANCE BETWEEN 112" J -BOLTS w/ 2x4 SYP #2 BOTTOM BASE PLATE & WALL PLYWOOD INSIDE FACE OF CMU WASHERS (MIN. 7" CHORD BRACING @ 16" SHEATHING & WQ U Z Z AND CENTERLINE OF EMBED) MIN. 6" FROM O.C. FOR FALSE BEAM � 0 W NAILING PER ti M J -BOLT EACH END AND 32" ATTACHMENT W/ (3) STRONGBACK IF PLAN SHALL W/ 7" MIN EMBED. & 2" O.C. MAX. (� 10d TOENAILS EA. END W RUN DOOR WASHER. AT SLAB PER MIN. (2) TRUSS BAYS z: U) ACROSS GABLE OPENING STEP DOWNS, EMBED. 2x8 P.T. PLATE, CANT. I-- M W Y BACK FROM GABLE END (MIN. 48") —� GABLE GABLE BRACING TO BOTTOM OF MUST BE 7" BELOW FOR CAG. NAILING x U LL FALSE BEAM. STEP SURFACE o m 2x TOP PLATE TO ATTACHED PER (7 Oz PROVIDE 16d NAILS p GABLE END W/ 12d ASSEMBLY B -B = NAILING SCHEDULE ON NOTES & CONNECTOR 7" MIN EMBED PER BRG LEGEND SHEET NAILS @ 6" O C SCHEDULE GABLE END TRUSS TO PLATE @12" O.C. MAX. HGA10 @ 32" O.C. 2x4 SYP #2 FRAMING FOR FALSE BEAM @ 16" O.C., IF REQ'D W/ (4) BEAM COURSE w/ 10d NAILS @ EA. TRUSS BRACE TIE (1) B CONT. TOP AND BOTTOM 2x4 #2 SYP CMU WALL OR LINTEL MIN. 2x4 SYP #2 STUDS @ 16" O.C. BLOCKING BELOW W/ SINGLE BOTTOM & TOP PLATE BETWEEN W/ (3) 10d NAILS EACH END TYP. STUDS ONLY IF CMU WALL CONNECTION FALSE BEAM FRAME DOWN 2x4 SYP #2 HORIZONTAL PER PLAN IS A SINGLE 2x BLOCKING @ 16" O.C. W/ (3) 10d IF REQ'D WIDE NAILS EACH END CLEAR SPAN CONNECTION ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** GE01 GABLE END @ FLAT CEILING CONNECTIONS 3/4"=1'-0" (150 MPH EXP. B) ROOF SHEATHING AND NAILING PER PLAN. SHEATHING SHALL BE CONT. FROM FIRST COMMON ROOF TRUSS TO EAVE OF O.H. f-- CONT. 2x4 ROOF SHEATHING PER 2'-0" MAX. REQUIRED "L" BRACING H < 3'-6" PLAN 3'-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH — CIA w (2) 16d END 7'-4" < H < 9'-0" \ NAILS @ EA. OUTLOOKER GABLE END TRUSS VERT. PER SECTION A- -9'-0" 2x4 OUTLOOKER @ 24" 2x4 B OCKING @ EA. OUTLOOKER PROVIDE 2x BLOCKING �' , ui v �ilj '• n O.C. MAX. w/ (2) 16d (MAX ROOF SHEATHING SPAN 2'-0") FOR NAILING A -A. INSTALL MID -HEIGHT STRONGBACK END NAILS TO TRUSS w/ (2) 16d END NAILS EA. END (2)16d NAILS PLT. TO STUD ON MAX. HEIGHT OF V-9" MAX. TOP & BOTTOM (TYP.) GABLE TRUSS TRUSS PER PLAN (END NAIL PLTS. TO STUD) \ MAX 10d COMMON NAILS @ SIMPSON H2.5(TYP.) @ 48" O.C. TO 3RD VARIES e HOLD WALL 3-1/2" DOWN 3/4"=1'-0" a` ❑ '✓,�d�j°c.°Gt�®�4� Q O� FOR OUTLOOKER PI ATF I INTFI SEE PLAN RAKED DOUBLE TOP BAY REQ'D w/ @24"OC PLATE SHEATHING PER PLAN LL CEILING NAILER AS 1/2" x 8" J -BOLT @ 32" O.C. NOTE: PROVIDE ADDIT'L REQ'D AND 6" FROM EA. END w/ BLOCKING AS REQ'D 2x8 #2 SPF STUDS @ NUT &WASHER \ PER HIB -91 & TRUSS 16" O.C. TYP. - MSTAM-24 TYP. EA. SIDE OF CHART MANU.'S DRAWINGS; EA. STUD. CENTERED BRACE TO 2x4 CEILING GYP. BD. IS 2X8 #2 SYP PT BASE a . BETWEEN FRAME AND CMU \ NOT A DIAPHRAGM PLATE SEE WALL SPLICE DETAIL CMU WALL PER PLAN FOR REQ'D FLASHING ROOF SHEATHING AND NAILING PER PLAN. SHEATHING SHALL BE CONT. FROM FIRST COMMON ROOF TRUSS TO EAVE OF O.H. f-- CONT. 2x4 GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED 3'-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH — GABLE END TRUSS VERT. PER SECTION A -A 7'-4" < H < 9'-0" \ 12 GABLE END TRUSS VERT. PER SECTION A- -9'-0" 91-01,< H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH �' , ui v �ilj '• n GABLE END TRUSS VERT. PER SECTION VERTICAL A -A. INSTALL MID -HEIGHT STRONGBACK \ 12 PER ASSEMBLY B -B ON MAX. HEIGHT OF 2x4 DIAGONAL BRACE BRACE IF REQ'D, SEE GABLE TRUSS SECTION A -A GABLE "L" BRACING CHART 2x6 \ MAX 10d COMMON NAILS @ BASE PLATE TO BE @ 48" O.C. TO 3RD GEO GABLE END BRACING WIND SPEED & EXPOSURE: 140C MAX 3/4"=1'-0" a` ❑ '✓,�d�j°c.°Gt�®�4� Q O� \ PI ATF I INTFI SEE PLAN LL) BAY REQ'D w/ @24"OC 0 (5) 16d NAILS LL \ OF 12d @ 16" O.C. TO STRONGBACK, SEE n DIAGONAL w ,,x w(� H Z V) V— 8 \ CHART W BRACE TO 2x4 Vi20>=1 OR EPDXY ANCHOR @ \ o0 ❑�2O ui o 2X STUDS TYP. BLOCKING zQF-U QWy_LLO3 0 Co \ \ 6" FROM EA. END OF GABLE "L" BRACING. W _ > W W PROVIDE F U_ LU F- w \ SEE CHART BELOW = BASE PLATE & WALL U) PERPENDICULAR 12 12 0 WQ U Z Z OPENINGS & 32" O.C. � 0 W BRACING AND ti M MAX 0 � STRONGBACK IF = W/ 7" MIN EMBED. & 2" ATTACH TO EACH Q w PER WF08/SD3 DOOR WASHER. AT SLAB PER z DIAGONAL BRACE OPENING STEP DOWNS, EMBED. GABLE GABLE BRACING ATTACHED TO FTG MUST BE 7" BELOW > p W/ 2 16d NAILS () A STEP A CHART. SEE ZO W DOOR EPDXY ANCHOR @ 6" (7 Oz FROM EA. END OF BASE OPENING SP4 @BASE OF EA. P.T BASE PLATE PLATE & WALL ASSEMBLY B -B = OPENINGS & 32" O.C. W/ SCHEDULE ON NOTES & CONNECTOR 7" MIN EMBED PER BRG LEGEND SHEET GABLE BRACING @ SLAB STEP DOWNS, HEADER DETAIL NOTES: BELOW 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED MIN. BELOW STEP WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES 48" O.C. NOT REQ'D P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. LU SP4 @ BASE OF EA.. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS 6FROM EAVES SHOWN ON STANDARD DETAILS: SCHEDULEFOR m GABLE END o 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND W TJ DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR W F= .JJZU HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE FO TYPICAL HEADER DETAIL HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 112"=1'-0" SHEATHING THEN ATTACH ADDIT'L KINGS AS REQ'D. expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 U)oF-Wtiza FASTEN PER =~U LU °a050arn PLAN. GABLE BRACING CHART HEIGHT REQUIRED "L" BRACING H < 3'-6" NO GABLE "L" BRACE REQUIRED 3'-6" < H < 7'-4" (1) 2x4 GABLE "L" BRACE. FASTEN TO EACH — GABLE END TRUSS VERT. PER SECTION A -A 7'-4" < H < 9'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH U F U_ GABLE END TRUSS VERT. PER SECTION A- -9'-0" 91-01,< H < 18'-0" (2) 2x4 GABLE "L" BRACE. FASTEN TO EACH �' , ui v �ilj '• n GABLE END TRUSS VERT. PER SECTION VERTICAL A -A. INSTALL MID -HEIGHT STRONGBACK x PER ASSEMBLY B -B 2X4 GAbLt "L" CKAUt IF REQ'D SEE CHART. SEE GABLE CONNECTION DETAIL FOR REQ'D CONNECTIONS GABLE TRUSS VERTICAL BEYOND 2x4 GABLE "L" BRACE 2x4 ATTACHED TO EACH GABLE "L" BRACE W/ (2) 10d NAILS TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN 2x4 BLOCKING (2) 1 NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF a SIMPSON LTA2 BLOCKING TO CMU WI 2x4 LEDGER W/ (2) MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEI INTEL SEE PLAN .' °' • 2x4 BLOCKS, (2) 16 NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING ( O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIt BETWEEN TRUSS @ 48" O.C. FOR FI BAYSCONNECTION DETAIL�— WALL PER PLAN FOR REQ'D (FRAME WALL SHOWN; CONNECTIONS MAY ALSO BE MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** U) z 0 Q U g U 4THING PER PLAN RE O.H. IS > V-0", 10d COMMON NAILS @ (1) A23 FROM Z D END GABLE w/ 6" O.C. STRONGBACK TO SIMPSON META16 -OOKERS @ 24" < LU MID -HEIGHT DIAGONAL U F U_ TO RUN BACK TO ;OMMON TRUSS GABLE TRUSS STRONGBACK TO BE - �' , ui v �ilj '• n 1 (3) 12d TOENAILS. VERTICAL INSTALLED CENTERED x !� 2ND 2x4 GABLE "L" ON MAX. HEIGHT OF ��— BRACE IF REQ'D, SEE GABLE TRUSS SECTION A -A GABLE "L" BRACING CHART 2x6 ; Q M Q U < Oa Z p 10d COMMON NAILS @ BASE PLATE TO BE 8" Q.G. GEO GABLE END BRACING WIND SPEED & EXPOSURE: 140C MAX 3/4"=1'-0" a` ❑ '✓,�d�j°c.°Gt�®�4� Q O� TRUSS PER PLAN 2x4 #2 SYP P.T. BLOCKING @ 24" O.C. W/(2)12d END NAILS @ EACH END TRUSS PER PLAN 2x4 BLOCKING (2) 1 NAILS, TOENAILED EACH END.AT 24" C TRUSS PER PLAN (2) 16d TOE NAILS BRACE TO LEDGEF a SIMPSON LTA2 BLOCKING TO CMU WI 2x4 LEDGER W/ (2) MASONRY WALL OR (10) 10d NAILS AND NAILS @ EACH WEI INTEL SEE PLAN .' °' • 2x4 BLOCKS, (2) 16 NAILS @ EA. END. BLOCK ADJ. BAYS EA.DIAG. AS SHOV FASTEN ROOF SHEATHING TO BLOCKS w/8d NAIL @ 6" O.C. (5) 16d NAILS BRA( TO BLOCKING PROVIDE 2x4 BRA( TO EA. ADJ. DIAG. FASTEN TO DIAG.v 16d NAILS. GABLE BRACING ( O.C. MAX. 45° FRO HORIZONTAL (+/- 1 BRACE NOT REQU 6' FROM EAVES. PROVIDE BLOCKIt BETWEEN TRUSS @ 48" O.C. FOR FI BAYSCONNECTION DETAIL�— WALL PER PLAN FOR REQ'D (FRAME WALL SHOWN; CONNECTIONS MAY ALSO BE MASONRY) ***NOTE: GABLES SPANNING LESS THAN 8' DO NOT REQUIRE BRACING*** U) z 0 Q U g U 4THING PER PLAN RE O.H. IS > V-0", EMBEDMENT OR Z D END GABLE w/ O EXTERIOR SHEATHI G. ATTACH PER PLAN SIMPSON META16 -OOKERS @ 24" < LU +"'� U F U_ TO RUN BACK TO ;OMMON TRUSS z E~j o�� : ' '> �' , ui v �ilj '• n 1 (3) 12d TOENAILS. w �(G ,a � 00 , ,y W o NECT TO DROP WITH H2.5 O 'QL 1 y Z -E CLIP.Q 2'-0" O.H. Q" o W � W �U ; Q M Q U < Oa Z p NAILS INTO BLOCKING, BASE PLATE TO BE \ ,, 60 LU F. 2x4 _ Q a` ❑ '✓,�d�j°c.°Gt�®�4� Q O� 2x8 #2 SYP PT. BASE PI ATF I INTFI SEE PLAN LL) z @24"OC 0 I) LL _E END %THING FASTEN PLAN :E AS REQ'D SON H10A DIAG. LOCKING ✓IDE 2x BLOCKING NAILING 3S PER PLAN PLAN FOR 'ORT AND TIE N OF JACK 3SES STRONGBACK ASSEMBLY B-BGE03 GABLE END @ FLAT CEILING W/ BOSTON HIP 3/4"=1'-0" ROOF SHEATHING PER PLAN DTC CLIP, (2) 8d NAILS INTO BLOCKING, (4) 8d NAILS INTO TOP PLATE DOUBLE TOP PLATE L MIN. 4 1/8 = N • EMBEDMENT OR Z LSTA30 HEADER TO _ EXTERIOR SHEATHI G. ATTACH PER PLAN SIMPSON META16 a o U F U_ FROM TOP OF WALL STD CONDITION @CMU STUDS U.N.Q. w TO A o 8 0 z0 z BOTTOM PER WF08/SD3 0 Ua Qo t 2x8 #2 SPF STUDS AT SIMPSON DTC, (2) 8d Q" 16" O.C. NAILS INTO BLOCKING, BASE PLATE TO BE (4) 8d NAILS TO TOP MASONRY `NALL OR _ Q AS REQ'D W/ (2) ROWS 2x8 #2 SYP PT. BASE PI ATF I INTFI SEE PLAN LL) z PLATE W/ 112" x 8" TRUSS PER PLAN SS PER PLAN ANCHOR BOLT OR TITEN HD @ 32" O.C. & 6" FROM EACH END VAULTED CONDITION @ CMU GEO GABLE END @ VAULTED CEILING 2x4 SYP #2 BLOCKING, 3/4"=1'-0" @ 24" O.C. W/(2) 12d END NAILS @ EACH END. WALL SHEATHING PER PLAN 2x WALL, SEE PLAN STD CONDITION @ FRAME WALL (4)10d NAILS @ EA. BLOCKING TO PLATE TRUSS PER PLAN TRUSS PER PLAN (2)10d NAILS TO BOTTOM CHORD @EACH END OF BLOCKING — 2x4 SYP #2 FLAT (2)10d NAILS TO BLOCKING, @ 24" O.C. BOTTOM CHORD W/ (2) 12d END NAILS @EACH END OF @ EACH END. BLOCKING WALL SHEATHING PER PLAN 2x WALL, SEE PLAN ALT. BLOCKING @ FRAME CONDITION SIMPSON LTA2 TRUSS TO CMU W/ (10) 10d NAILS & MIN. 4 1/8" EMBEDMENT OR SIMPSON HGAM10 W/ (4) 1/4" x 1 1/2" SDS SCREWS & (4) 1/4" TAPCONS OR EQUAL MAINTAINING MIN. 2" EMBEDMENT @ ENDS, TRUSS PER PLAN OTHERWISE 24" O.C. U.N.O. ON FRAMING PLANS it LAY 2x4 SYP #2 BLOCKING OVER THE TOP OF THE BOTTOM LINTEL PER CHORD. ATTACH W/ (2) 10d PLAN NAILS @ EACH TRUSS 24" O.C. MAX. BLOCKING SHALL EXTEND A MIN. OF (1) TRUSS BAY EACH SIDE OF BOND BEAM, TYP. BEARING CONDITION @ CMU WALL NOT USED FO WALL CLIP DETAIL (150 MPH EXP. B) 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 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 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 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION (2) ROWS 12d NAILS STAGGERED @ 12" O.C. EA. FACE OR (3) ROWS 12d NAILS STAGGERED @ 12" O.C. FOR 2X10 OR GREATER HEADER LSTA30 HEADER TO STUDS U.N.O. DOWNFRAMETO DOOR SIM TO WF01/SD1 2X STUDS TYP W Q Q�Z Ln i-- 0-z D_ W z _ < U O LL U) -j f- W < W 0 = U i- 3: O U) U) -D w IL 0 2Eo_ U z > C) < W azo M W Z W g F- U o LSTA30 HEADER TO 2 < a W 2 ATTACH JAMB STUDS o U F U_ STUDS U.N.Q. . o 8 0 z0 z PER WF08/SD3 0 Ua Qo t U) 0 i= FILLING AND BILKING Q" U BASE PLATE TO BE Z oe _ Q AS REQ'D W/ (2) ROWS a LL) z ATTACHED TO FTG I) (D Hco U OF 12d @ 16" O.C. TO U °' n USING 1/2" 0 J -BOLTS w ,,x w(� H Z V) V— 8 [] W < H HEADER UNO W WJOOF Vi20>=1 OR EPDXY ANCHOR @ o0 ❑�2O ui o 2X STUDS TYP. zQF-U QWy_LLO3 0 Co 6" FROM EA. END OF W _ > W W F U_ LU F- w = Z O BASE PLATE & WALL U) O j WQ U Z Z OPENINGS & 32" O.C. � 0 W ti M ATTACH JAMB STUDS 0 � J W/ 7" MIN EMBED. & 2" Q w PER WF08/SD3 DOOR WASHER. AT SLAB z BASE PLATE TO BE OPENING STEP DOWNS, EMBED. ATTACHED TO FTG MUST BE 7" BELOW > p USING 1/2" J -BOLTS OR STEP ZO W DOOR EPDXY ANCHOR @ 6" (7 Oz FROM EA. END OF BASE OPENING SP4 @BASE OF EA. P.T BASE PLATE PLATE & WALL STUD U.N.O. SEE BEARING WOOD WALL OPENINGS & 32" O.C. W/ SCHEDULE ON NOTES & CONNECTOR 7" MIN EMBED PER BRG LEGEND SHEET WALL SCHEDULE. AT SLAB STEP DOWNS, HEADER DETAIL NOTES: EMBED. MUST BE 7" 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED MIN. BELOW STEP WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS P.T BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT SP4 @ BASE OF EA.. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS BEARING WALL SHOWN ON STANDARD DETAILS: SCHEDULEFOR m MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND W TJ DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR W F= .JJZU HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN, REFER TO THE FO TYPICAL HEADER DETAIL HEADER SUPPORT SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. 112"=1'-0" 4. CONTRACTOR TO NAIL 1st KING STUD INTO HEADER PER HEADER SCHED. THEN ATTACH ADDIT'L KINGS AS REQ'D. expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. W Q Q�Z Ln i-- 0-z D_ W z _ < U O LL U) -j f- W < W 0 = U i- 3: O U) U) -D w IL 0 2Eo_ U z > C) < W azo M W Z W g F- U o 2 < a W 2 t o U F U_ . o 8 0 z0 z J 0 Ua Qo t U) 0 i= Q" U 0 0 Z oe _ Q o0 a LL) z Ly W I) (D Hco U U °' n --I w ,,x w(� H Z V) V— 8 [] W < H ((D < Z - N m 6 Z U O->�� W WJOOF Vi20>=1 Z W o0 ❑�2O ui o zQF-U QWy_LLO3 0 Co v W _ > W W F U_ LU F- w = Z O C' U) O j WQ U Z Z M � 0 W ti M 0 � J Q w LL z Q ❑ U)W > p ZO W (7 Oz U) Q r �} OQ 11 p0E-J 0 KW 0 m W TJ W F= .JJZU O i 0 o Z W W W 1 U)oF-Wtiza =~U LU °a050arn Z Q Ow ooEL0EW N — i p STRUCTURAL ENG: BAD I pj DRAFTING: (D Z-STRUCT: JV I QC CHECK: EA � o LU JOB No. DWH-0205195 i U) = SCALE: AS INDICATED F- W DATE: 0 5/0 812 01 9 I U ' 0 SD2 0 Z :O . o eta NOTE: PIPE OR DUCT W/ (2) 10d NAILS @ 3" O.C. — PLATE LENGTHS MUST PENETRATION OF WITHIN 48" OF SPLICE BE AT LEAST 8'-0" MORE THAN 50% OF THEN (2) ROWS 10d NAILS LONG. TYP. TOP PLATE WIDTH @ 8" O.C. OTHERWISE W/ (2) 10d NAILS 3" O.C. INSTALL SIMPSON (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS PSPN516Z W/ (12) 16d DETAIL FOR ALL TOP PLATE NAILS TYP. TOP & BOT. 2x8 #2 SYP TOP PLATE TO + PRE -ENG. ROOF 2x4 STUDS TO - +ATTACH + (2) 10d NAILS @ 3" O.C. TOP PLATE W/ (3) 12d SHEATHING PER PLAN WITHIN 48" OF SPLICE TOE -NAILS TYPICAL AT + THEN (2) ROWS 10d ALL LOCATION + NAILS @ 8" O.C. SPACING. MIN (2) 2x ATTACH 2x4 STUDS TO OTHERWISE 2x4 WALL BEYOND LU ? 2 NAILS @ 3" O.C. AGAINST 2x8 STUDS TOE -NAILS TYPICAL q8„ ATTACHED PER O.C. AT EDGES AND O.C. M/q (WF08/SD3) DOUBLE 2x4 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PRE ENGINEERED WALL OR PRE - PROVIDE 2x4 ON TOP ASSEMBLED WALL OF 2x8 TO PAD OUT PANEL W/ (2) NAIL,c TOP PLATE. ATTACH LL @° 8" O.C. (FOLLOW W/ (2) 10d NAILS 3" O.C. NAILING (SOLID BLOCK W/ 2x6) REQUIREMENTS THIS AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT DETAIL FOR ALL TOP PLATE PLATE SPLICE 2x8 #2 SYP TOP PLATE TO LOCATIONS) TOP SPLICE @ —� �d��111111 il" m LU TYPICAL SCAB OVERHANG G 3/4"=1'-0" e Z PRE ENGINEERED 3/4"=1'-0" MIN. 2x8 SYP #2 SIMPSON LSTA24 EACH DOUBLE 2X4 TOP (2) 2x TOP PLATE U NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE i¢ 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 71w PLATE OR HORIZONTALLY 2x8 #2 SYP TOP PLATE TO TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ PRE -ENG. ROOF BUILT-UP W1(2) ATTACH 2x8 STUDS TO z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. SHEATHING PER PLAN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SEE FLOOR PLAN FOR TOP PLATE W/ (4) 12d NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d SPACING. MIN (2) 2x ATTACH 2x4 STUDS TO WALL SPLICE, FIELD 2x6 COLLAR TIE HALF WAY LU ? 2 NAILS @ 3" O.C. 1/2" SIMPSON SDS TOE -NAILS TYPICAL II II I I / VERIFY IF REQUIRED O.C. AT EDGES AND O.C. TOP PLATE W/ (3) 12d NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 11 U.N.O. I I I I I I MAX.; TO ND AT ALL LOCATION LU LU ~o F� @ 3" O.C. IN HORIZONTAL CONDITIONS TOE -NAILS TYPICAL AT J I_ — J1 _46-__ J i _ — J— I x a U z = ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. III 2x6 RAFTER TO 2x8 RIDGE ALL LOCATION WALL SHEATHING SDS SCREWS @ 16" O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III T PLATE TO CMU WALL W/ (4) TOP SPLICE SPLICE, SEE SPLICE BOTTOM SPLICE OVER 5O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III COMMUNITY III I I II DETAIL. MAX 1/8" DOUBLE 2x8 TOP � STUD III OPENING III I I 4 I I SPACE BETWEEN PLATE w I BOTTOM III TOP PLATE TRANSITION (2X4 TO 2X8 WALLS) FO TYPICAL TOP PLATE SPLICE @BRG. WALL �d��111111 il" m LU TYPICAL SCAB OVERHANG G 3/4"=1'-0" e Z PRE ENGINEERED 3/4"=1'-0" MIN. 2x8 SYP #2 SIMPSON LSTA24 EACH 2x BRG WALL, SEE (2) 2x TOP PLATE MIN. 15/32" EXP 1 OR 7/16 STRUCTURAL 1 NAIL SHEATHING AT FRAME WALL BOTTOM PLATE & 2x DBL TOP PLATE i¢ 1 SHEATHING INSTALLED VERTICALLY AT FLOOR SYSTEM (I -JOIST OR SYSTEM42 / FLAT BEYOND 71w 2 OR HORIZONTALLY 2x8 #2 SYP TOP PLATE TO TRUSS) TOP & BOTTOM USING (1) ROW OF 8d NAILS @ PRE -ENG. ROOF BUILT-UP W1(2) SPACING. MIN (2) 2x z 3" O.C. SEE WS10 AND WS11 FOR ADDITIONAL INFO. SHEATHING PER PLAN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SEE FLOOR PLAN FOR LU O x NAIL AT DOUBLE TOP PLATE USING (2) ROWS OF 8d SPACING. MIN (2) 2x Ti TI [ WALL SPLICE, FIELD 2x6 COLLAR TIE HALF WAY LU ? 2 NAILS @ 3" O.C. 1/2" SIMPSON SDS 5 II II I I / VERIFY IF REQUIRED O.C. AT EDGES AND O.C. o ¢ LL = O NAIL OPENING PERIMETER w/ (2) ROWS OF 8d NAILS 11 U.N.O. I I I I I I MAX.; TO ND SEE MAX. PLAN LU LU ~o F� @ 3" O.C. IN HORIZONTAL CONDITIONS III J I_ — J1 _46-__ J i _ — J— I x a U z = ® NAIL INT. W/ 8d NAILS @ 12" O.C. &NAIL EDGES 6" O.C. III 2x6 RAFTER TO 2x8 RIDGE III I I I WALL SHEATHING SDS SCREWS @ 16" O W U.N.O. ON PLANS. STAGGER ALL VERT. PANEL JOINTS III T PLATE TO CMU WALL W/ (4) III I I I I I I SPLICE, SEE SPLICE OF RAFTER. ATTACH A35 ON 5O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO III COMMUNITY III I I II DETAIL. MAX 1/8" 1/4" x 2 3/4" TAPCONS TO CMU � HEADER W/ 8d NAILS @ 3" O.C. (2) ROWS @ TOP & III OPENING III I I 4 I I SPACE BETWEEN 4'-0" MAX. x4 SYP #2 OR w I BOTTOM III I II II II PANELS PANELS U) SIMPSON LUS24 W/ TRUSSES DESIGNED FASTEN SYP OR SPF 2X6 (MIN. ADDITIONAL HGAM10 FROMEXT. WALL/ TRUSS ofO WIDTH) PLATE THRU O.S.13 Ly CENTER OF EACH STUD TO SHEATHING (THICKNESS PER POCKET SGD EXTERIOR SHEATHING UND rARP I 2x STUDS BEYOND,NING 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BELOW W/ 1/4"x4-1/2" III II II II SEE PLAN FOR MORE BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS �'L PROVIDE PIECE OF PLATE W/ (3) 12d NAILS @ @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) INFO Z ¢- O 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.0 SHEATHING BETWEEN III I III I I I I I I MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER w} O REQUIRED EXTERIOR WALL O.C. MAX. II II IIII = SHEATHING & BLOCKING. IIII II II II ILL._1I__LL__IL_ w �= O I~ F -O SHEATHING TO HAVE _L_�— —_—_—_— —_—_—_—_—_ Z) v)m SAME THICKNESS& L` p LLO STRENGTH ORIENTATION SYSTEM w AS EXTERIOR WALL — — — — — —FLOOR — — SHEATHING CUT TO FIT 2x BOTTOM PLATE STUD PER PLAN JOINT, MAX. 1/8" GAP OPENING SIZE 1 BEYOND SEE PLAN SHEATHING DIAGRAM 2x6 BLOCKING PLACED (2) ROWS OF 8d NAILS FLATWISE W/ (2) 16d @ 3" O.C. TOP & BOT. F1 EXTERIOR SHEATHING SCHEDULE NAILS EACH END OF SHEATHING SPLICE SCALE: 3/4"=1'0" GYPSUM WALLBOARD SHEATHING SPLICE DETAIL SEE ROOF SHEATHING, PLAN NAIL PER PLAN (2) 2x BUILT-UP COL. DOUBLE TOP PLATE SIMPSON SP4 OR SP2 2x BLOCKING W/ (2) 2x TOP PLATE @ EACH STUD (2) 12d NAILS @ EACH END PRE-ENGINEERED SIMPSON LSTA30 W/ ROOF TRUSS - SEE (22) 10d NAILS (ALL z FRAMING PLAN FOR CORNER CONDITIONS SPACING EXTERIOR SHEATHING STRAP AROUND aL SEE PLAN FOR NAIL PER PLAN TALLER STUD) U CONNECTION �d��111111 il" m LU TYPICAL SCAB OVERHANG G 3/4"=1'-0" e Z PRE ENGINEERED CenO` MIN. 2x8 SYP #2 SIMPSON LSTA24 EACH 2x BRG WALL, SEE (2) 2x TOP PLATE IF PERPENDICULAR TRUSS LEDGER FOR LRU26Z W/ (9) 10d NAILS OR FOR i¢ STUD INSTALLED ABOVE, FASTEN ATTACH 2x TO PLAN FOR STUD SIZE & PLAN TYP. 2x8 #2 SYP TOP PLATE TO 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W1(2) SPACING. MIN (2) 2x TRUSS W/ (2) 12d TOENAILS SYP #2 FOR SHEATHING PER PLAN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS SEE FLOOR PLAN FOR UNDER GIRDER TRUSS SPACING. MIN (2) 2x TRUSS. ATTACH TO STUDS W/ (2) 1/4" x 4 I STAGGERED @ 8" 2x6 COLLAR TIE HALF WAY MORE BRG. WALL INFO U.N.O. 1/2" SIMPSON SDS UNDER GIRDER TRUSS SEE PLAN FOR O.C. O.C. AT EDGES AND O.C. SCREWS @ 16" O.C. 12 TRUSSES @ 24" O.C. 11 2x BLOCKING �d��111111 il" m LU TYPICAL SCAB OVERHANG G 3/4"=1'-0" e Z PRE ENGINEERED CenO` MIN. 2x8 SYP #2 SIMPSON LSTA24 EACH y�6J z (2) 2x TOP PLATE IF PERPENDICULAR TRUSS LEDGER FOR LRU26Z W/ (9) 10d NAILS OR FOR i¢ STUD INSTALLED ABOVE, FASTEN ATTACH 2x TO PRE-ENGINEERRED TRUSS USE SIMPSON PLAN TYP. 2x8 #2 SYP TOP PLATE TO 2x BRG WALL, SEE PRE -ENG. ROOF BUILT-UP W1(2) TRUSS W/ (2) 12d TOENAILS SYP #2 FOR SHEATHING PER PLAN PLAN FOR STUD SIZE & TRUSS PER PLAN ROWS OF 10d NAILS PRE-ENGINEERED MIN. 2x6 SYP #2 OR 2x4 SPACING. MIN (2) 2x TRUSS. ATTACH TO STUDS W/ (2) 1/4" x 4 I STAGGERED @ 8" 2x6 COLLAR TIE HALF WAY • IL SHEATHING W/ 8d NAILS 6" 1/2" SIMPSON SDS UNDER GIRDER TRUSS SEE PLAN FOR O.C. O.C. AT EDGES AND O.C. SCREWS @ 16" O.C. 12 TRUSSES @ 24" O.C. FASTEN w/ (5) 10d COMMON U.N.O. CONNECTION MAX.; TO ND SEE MAX. PLAN PLATE PLATE TO EACH PLY OF BUILT UP COLUMN BELOW W/ (2) 10d NAILS TOP PLATE CORNER TRANSITION D= NAIL SPACING oa_ i — — . a PER NOTE #2 M v "1 7 " pl-- M SHEATHING PER PLAN WALL DOUBLE TOP PLATE PER PLAN DOUBLE NAIL EDGE SPACING SHEATHING PER PLAN 3/8" S= NAIL SPACING d S S PER NOTE #1 NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 2) ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3) FOR 5 -PLY, PROVIDE 1/4"DIA. x 5 1/2" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3 -PLY) 4) TOLERANCES: ALL DIMENSION TO BE HELD WITHIN +/- 1/4" 1" EDGE 1 1/2" EDGE I UU x 3" COMMON I ❑ p 2 1/2" z ❑ w w 1 1/2" w N cV _ N N N 10d x 3" COMMC )PP.oo z 10d x 3" COMMON SIDE (2) 2x6's 10d x 3" COMMC OPP. SIDE 2 1/2" EDGE (2) 2x8's (2) 2x COLUMN FO TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1/2"=V-0" BUILDER NOTE: SOFFIT FRAMING NOT REQUIRED WITH ALUMINUM O� SC OR VINYL SOFFITS O S 2k< FRS qeT ROOF SHEATHING, 2T `F/� Oqq PN qOT O FASTEN PER PLAN CFy�gO TO cTtiQRoss cTtioR�ss . N Oy 2x4 FRAMING @ 24" / 2x SCAB w/ 10d NAILS @ 4" O.C. PER -ENG TRUSSES - O.C. MAX. PROVIDE (4)10d x3" NAILS AT JOINT SINGLE NAIL EDGE SPACING PER PLAN\ . 2x SCAB w/ 10d NAILS \ @ 4" O.C. EXTERIOR SHEATHING NOTES: 1. MIN. 15/32" OR 7116" STRUCTURAL 1 SHEATHING. SHEATHING TO BE EXPOSURE 1 RATED AND CAN BE INSTALLED EITHER VERTICALLY OR HORIZONTALLY 2. 118" MAX. GAP REQUIRED BETWEEN EXTERIOR SHEATHING AND MASONRY/CONCRETE UNLESS FELT PAPER IS PRESENT. 1/6" GAP BETWEEN SHEETS OF PLYWOOD TO BE MAINTAINED 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED & REPLACED. IF MORE THAN 50% OF THE SHEATHING IS OVERDRIVEN, CONTACT EOR FOR REVIEW OF EXTERIOR STUDS. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR -101C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTORS ARE ONLY REQUIRED WHEN SPECIFIED ON PLAN(S) AND/OR DETAILS. z w EDGE DISTANCE PER �DETAIL I I INSIDE PLY NAILS NAILED AT 8" O/C STAGGERED. OUTSIDE NAILS NAILED AT 8" O/C. OUTSIDE 2x's (3+) 2x COLUMN ROOF SHEATHING, FASTEN PER PLAN 2x4 FRAMING @ 24" O.C. MAX. PROVIDE (4) 10d x 3" NAILS AT JOINT TRUSS CONNECTION PER -ENG TRUSSES PER PLAN 2x FASCIA PER PLAN 2x FASCIA CMU WALL PER PLAN (2) 8d TOE NAILS TO TRUSS CONNECTION (2) 8d TOE NAILS LEDGER PER PLAN TO LEDGER 2x4 PT LEDGER W/ 1/4" x4" TAPCONS @ 12" 2x4 LEDGER (2) 16d 2x FRAME WALL PER NAILS @ 16" O.. C. O.C. PLAN SEE ELEV. FOR USEELEV. FOR O.H. SIZE . SIZE CONDITION @ CMU WALL CONDITION @ FRAME WALL F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALLSO4 HEADER @ POCKET SLIDER SD01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" 3/4"=1'4" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR AS INDICATED ON THE STRUCTURAL BEAM INTO LONG SPAN AS INDICATED ON BEAM 2 1/4" INSTALLED @ MAX. 24" O.C. W/ MIN. T' PLANS "BASE CONNECTOR" ie, SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN EMBEDMENT INTO FOUNDATION. SQUARE SIMPSON TITEN-HD, 1/2" THREADED STRAP IS NOT REQUIRED. f4__ WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J -BOLT, MAY BE ANCHOR AND BASE PLATE. MAINTAIN A MIN. INSTALLED AND OR SUBSTITUTED BY PT. POST (AS NOTED) 2-1/4" EDGE DISTANCE FROM THE CONCRETE THE CONTRACTOR WITHOUT OR MASONRY FACE. INSTALLERS: REFER TO ADDITIONAL REVIEW FOLLOWING THE EXT. AS NOTED MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION LAP BEAM PLYS AND SPECIFICATIONS AS REQUIRED. PROVIDED ON THIS SCHEDULE. NAIL AS SHOWN (5) DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM 0.131 x 3 1/4" NAILS 2 1/4" NOTE TO CONTRACTOR: PER PLY F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE HTS20 CLIP FROM @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SPACED AS INDICATED THIS POST TO BEAM BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ SCHEDULE, 6" FROM ENDS OF WALL EXTERIOR BEAM AS " .; MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. NOTED PLAN VIEW @ TOP OF POST MIN. 2-1/4" EDGE DISTANCE FROM THE PT POST (AS NOTED) CONCRETE OR MASONRY FACE U POST BASE VERIFY ALL NUTS TO BE INSTALLED ABU SNUG-TIGHT PLUS 2/3's OF A TURN (ASo' 5/8" THREADED ROD w/ MIN MIN. 1/2" J -BOLT INSTALLED @ MAX. 32" O.C., o. NUT SET IN ADHESIVE 2 1/4" ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT 1-1/2" INTO FOUNDATION USING 1/2" NUT AND LEG SIMPSON BP112 SQ. WASHER OR EQUAL ° n /SEE FOUNDATION (2"x2"x3/16"). MAINTAIN A MIN. 2-1/4" EDGE a �/ DISTANCE FROM THE CONCRETE OR \ -,4° i i PLAN FOR ADDITIONAL MASONRY FACE. LEG OF J -BOLT SHALL BE A INFO MIN. 1-1/2" AS MEASURED FROM SHAFT FACE SIDE VIEW @ BASE OF POST TO END OF LEG AS SHOWN THIS SCHEDULE CD01 CORNER COLUMN FRAMING F07 STANDARD BASE PLATE CONNECTOR SCHEDULE 3/4"=1'-0" 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, L 10d x 3" 10d x 3" OPP. SIDE INCE PER z O F- U ❑ w ❑ W UJ Z z z Of O w ti LU �d��111111 il" m LU TYPICAL SCAB OVERHANG G 3/4"=1'-0" e Z PRE ENGINEERED CenO` MIN. 2x8 SYP #2 FOR CONVENTIONAL FRAME USE SIMPSON y�6J z TRUSS AND IF PERPENDICULAR TRUSS LEDGER FOR LRU26Z W/ (9) 10d NAILS OR FOR i¢ CONNECTIONS PER INSTALLED ABOVE, FASTEN CONVENTIONAL PRE-ENGINEERRED TRUSS USE SIMPSON PLAN TYP. 2x8 #2 SYP TOP PLATE TO FRAME AND MIN 2x6 HGA10 USING (8)-1/4" x 1-1/2" SDS SCREWS J TRUSS W/ (2) 12d TOENAILS SYP #2 FOR SHEATHING PER PLAN D02 LEDGER @ LOW ROOF L 2x8 SYP #2 P.T. VERTICAL @ PRE-ENGINEERED MIN. 2x6 SYP #2 OR 2x4 16" O.C. FASTEN EXT. TRUSS. ATTACH TO STUDS W/ (2) 1/4" x 4 I SYP #2 2x6 COLLAR TIE HALF WAY • IL SHEATHING W/ 8d NAILS 6" 1/2" SIMPSON SDS PRE-ENGINEERED ROOF UP HEIGHT OF VALLEY. O.C. AT EDGES AND O.C. SCREWS @ 16" O.C. 12 TRUSSES @ 24" O.C. FASTEN w/ (5) 10d COMMON IN FIELD. FASTEN TOP PLATE TO VERTICAL STUDS MAX.; TO ND SEE MAX. PLAN NAILS @EACH END (TYP.) �a W. (4) 12d NAILS TGABLE ADS W/(2) (5Od NAILS FOR I x 1/4" x 3 1/2" SIMPSON CONV. FRAMED 2x6 RAFTER TO 2x8 RIDGE HGAM1TOP AND BOTTOM SDS SCREWS @ 16" MEMBERS ONLY BOARD W/ A35 ON ONE SIDE o T PLATE TO CMU WALL W/ (4) O.C. MAX.; TO FASCIA PER OF RAFTER. ATTACH A35 ON 1/4" x 1 1/2" SDS SCREWS & (4) MASONRY W/ 2x6 P.T. COMMUNITY ADS RAFTER TO OPP SIDE 1/4" x 2 3/4" TAPCONS TO CMU SYP #2 LEDGER Wl (2) SPECS (AS SHOWN) @ 32" O.C. & MIN. 6" FROM 1/4" x 3 1/4" TAPCONS @ 12" O.C. 4'-0" MAX. x4 SYP #2 OR ENDS. IF HEADER HEIGHT PRE-ENGINEERED ROOF _ — — — — — EXCEEDS 2'-0" ADD AN SIMPSON LUS24 W/ TRUSSES DESIGNED FASTEN SYP OR SPF 2X6 (MIN. ADDITIONAL HGAM10 FROMEXT. WALL/ TRUSS (6) 10d x 1 1l2" NAILS FOR SHINGLE ONLY WIDTH) PLATE THRU O.S.13 Ly CENTER OF EACH STUD TO SHEATHING (THICKNESS PER POCKET SGD CMU @ 32" O.C. MAX PLAN) TO PRE -ENG TRUSS ATTACHMENT BY 2x4 SYP #2 LEDGER. ATTACH TO STUDS OR BELOW W/ 1/4"x4-1/2" (2) 2x8 SYP #2 P.T. BOTTOM BEAM W/ (2) 1/4" x 4 1/2" SIMPSON SDS SCREWS SIMPSON SDS SCREWS 2x6 BUILDER. REFER TO PLATE W/ (3) 12d NAILS @ @ 16" O.C. MAX.; TO GABLE END STUDS W/ (2) PLATE TO TOP CHORD OF MANUFACTURER'S EACH VERTICAL, EACH PLY. 1/4" x 3 1/2" SIMPSON SDS SCREWS @ 16" O.0 _ EACH TRUSS BELOW WRITTEN STAGGER NAILS AS MAX.; TO MASONRY W/ 2x4 P.T. SYP #2 LEDGER 2x6's @ 24" SPECIFICATIONS REQUIRED W/ 1/4" x 3 1/4" TAPCONS @ 12" O.C. O.C. MAX. F1 SECTION @ DOUBLE BEARING F1 STEP @ BEARING FRAME WALLSO4 HEADER @ POCKET SLIDER SD01 TYPICAL SHED ROOF DETAIL CF01 FIELD FRAMED VALLEY DETAIL 3/4"=1'-0" 3/4"=1'4" 1/2"=1'-0" 1/2"=1'-0" 1/2"=1'-0" CONTRACTOR MAY ELECT TO BUCKET SHORT SPAN MIN. 1/2" SIMPSON TITEN-HD SCREW ANCHOR AS INDICATED ON THE STRUCTURAL BEAM INTO LONG SPAN AS INDICATED ON BEAM 2 1/4" INSTALLED @ MAX. 24" O.C. W/ MIN. T' PLANS "BASE CONNECTOR" ie, SCHEDULE. IF BUCKET IS INSTALLED THE SHORT SPAN EMBEDMENT INTO FOUNDATION. SQUARE SIMPSON TITEN-HD, 1/2" THREADED STRAP IS NOT REQUIRED. f4__ WASHERS ARE NOT REQUIRED BETWEEN ROD, AND 1/2" J -BOLT, MAY BE ANCHOR AND BASE PLATE. MAINTAIN A MIN. INSTALLED AND OR SUBSTITUTED BY PT. POST (AS NOTED) 2-1/4" EDGE DISTANCE FROM THE CONCRETE THE CONTRACTOR WITHOUT OR MASONRY FACE. INSTALLERS: REFER TO ADDITIONAL REVIEW FOLLOWING THE EXT. AS NOTED MANUFACTURER'S WRITTEN INSTALLATION INSTALLATION INFORMATION LAP BEAM PLYS AND SPECIFICATIONS AS REQUIRED. PROVIDED ON THIS SCHEDULE. NAIL AS SHOWN (5) DRILL & EPDXY: MIN. 1/2" THREADED ROD, ASTM 0.131 x 3 1/4" NAILS 2 1/4" NOTE TO CONTRACTOR: PER PLY F1554 GRADE 36, Fy=36ksi, Fu=58ksi, INSTALLED ALL "BASE CONNECTORS" SHALL BE HTS20 CLIP FROM @ MAX. 32" O.C., USING 1/2" NUT AND SIMPSON SPACED AS INDICATED THIS POST TO BEAM BP1/2 SQ. WASHER OR EQUAL (2"x2"x3/16"), W/ SCHEDULE, 6" FROM ENDS OF WALL EXTERIOR BEAM AS " .; MIN. 7" EMBEDMENT INTO FOUNDATION USING FRAMING, AND WITHIN 6" EACH SIDE SIMPSON SET -XP EPDXY OR EQUAL. MAINTAIN A OF BOTTOM PLATE SPLICES, U.N.O. NOTED PLAN VIEW @ TOP OF POST MIN. 2-1/4" EDGE DISTANCE FROM THE PT POST (AS NOTED) CONCRETE OR MASONRY FACE U POST BASE VERIFY ALL NUTS TO BE INSTALLED ABU SNUG-TIGHT PLUS 2/3's OF A TURN (ASo' 5/8" THREADED ROD w/ MIN MIN. 1/2" J -BOLT INSTALLED @ MAX. 32" O.C., o. NUT SET IN ADHESIVE 2 1/4" ASTM A307 OR BETTER W/ MIN. 7" EMBEDMENT 1-1/2" INTO FOUNDATION USING 1/2" NUT AND LEG SIMPSON BP112 SQ. WASHER OR EQUAL ° n /SEE FOUNDATION (2"x2"x3/16"). MAINTAIN A MIN. 2-1/4" EDGE a �/ DISTANCE FROM THE CONCRETE OR \ -,4° i i PLAN FOR ADDITIONAL MASONRY FACE. LEG OF J -BOLT SHALL BE A INFO MIN. 1-1/2" AS MEASURED FROM SHAFT FACE SIDE VIEW @ BASE OF POST TO END OF LEG AS SHOWN THIS SCHEDULE CD01 CORNER COLUMN FRAMING F07 STANDARD BASE PLATE CONNECTOR SCHEDULE 3/4"=1'-0" 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, L 10d x 3" 10d x 3" OPP. SIDE INCE PER z O F- U ❑ w ❑ W UJ Z z z Of O w ti LU �d��111111 il" m LU 2x4 #2 SYP CONT. LEDGER OR Z 00 CenO` LU � `K ri,J...e 19 y�6J z v �ozF_ L[x O Do _ �z �z-®w, cJ Z 05/08/2019 i¢ Z� Q �• ®Uj oo r 0 0- O Ae F_ 0 'e'✓���rigitinoe� J o WOOD/MASONRY WALL [ C UL. D02 LEDGER @ LOW ROOF L 3/4"=1'-0" C7 � zCc o [ J [ M[ o E iY ( O J LL W i F- J_ [ O: STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE 2 4y JP�y - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP #2, OR P.T. IF IN CONTACT WITH LEDGER MASONRY & SPACED CONNECTION PER NOT MORE THAN 24" O.C. BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE ANDMIN. 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUT AS REQUIRE FASCIA PER DESIGN PLANS SEE DESIGN PLANS FOR FASTEN EACH ADDITIONAL INFORMATION MEMBER, EACH NOT SHOWN THIS DETAIL END, W/ (3)-10d TOE NAILS MAX. V-0" MIN. (5) 10d NAILS LEDGER TO WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER: CMU: MIN. (2) 1/4" TAPCONS W/ 1-1/4" EMBEDMENT INTO CMU @ 16" O.C., 1" EDGE & 4" END DISTANCE FRAME: MIN. (2) 1/4" SDS SCREWS W/ 1-1/2" EMBEDMENT @ 16" O.C., 1" EDGE & 4" END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS S623 BROW FRAMING DETAIL MAX. V-0" O.H. - NOT USED 1 1/2"=1'-0" _C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. C � W J C U � o ,� rr j vJ p'g Q In C W Z i 0 � LU > & �S Iz U QZ��� Z U U j c W F on °y W Q U U a z =o< z ❑I - Z�ui o I !n z <<.20 W V O0°�5a Wf�- LLL w o z OU U) i ) N ) M ) J V- d 0 J � Z O cn a �} WYLOto u 000._I 0 i Wca _1f' -U Z �I-W Lf) aa za c -3 W (9 0 �o>0W00 �N i STRUCTURALENG: BAD j DRAFTING: ) STRUCT: JV r CC CHECK: EA rp 2x4 #2 SYP CONT. LEDGER OR W JOB No. OWH-0205195 TRUSS CHORDS, NAIL TO WALL < I LU SCALE: FRAMING MEMBERS W/ (2)-12d F- NAILS @ 24" O.C. MAX. IF 05/08/2019 i¢ MASONRY USE (2)-1/4" TAPCONS F IU OR EQUAL @ 24" O.C. W/ MIN. 1-1/4" O EMBEDMENT. MAINTAIN 4" END Iz DISTANCE & 1" EDGE DISTANCE °O TRUSS OR ROOF SYSTEM C WOOD/MASONRY WALL [ C OR TRUSS, SEE PLAN D02 LEDGER @ LOW ROOF L 3/4"=1'-0" 4y JP�y - 2X8 RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE -ENG VALLEY TRUSSES) TO 2x PLATE WITH SIMPSON MTS12 OR LSTA12 CONNECTORS ((5) 8d NAILS) @ EA. RAFTER TO PLATE CONN. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP #2, OR P.T. IF IN CONTACT WITH LEDGER MASONRY & SPACED CONNECTION PER NOT MORE THAN 24" O.C. BELOW, SLOPE CUT ROOF SHEATHING AS REQUIRED AND NAILING PER SEE PLAN FOR PLAN WALL TYPE ANDMIN. 2X4 SUB FASCIA, SPECIFICATIONS SLOPE CUT AS REQUIRE FASCIA PER DESIGN PLANS SEE DESIGN PLANS FOR FASTEN EACH ADDITIONAL INFORMATION MEMBER, EACH NOT SHOWN THIS DETAIL END, W/ (3)-10d TOE NAILS MAX. V-0" MIN. (5) 10d NAILS LEDGER TO WALL CONNECTION AT EACH INSTALLED LEDGER MEMBER: CMU: MIN. (2) 1/4" TAPCONS W/ 1-1/4" EMBEDMENT INTO CMU @ 16" O.C., 1" EDGE & 4" END DISTANCE FRAME: MIN. (2) 1/4" SDS SCREWS W/ 1-1/2" EMBEDMENT @ 16" O.C., 1" EDGE & 4" END DISTANCE. BUILDER TO PROVIDE SOLID BLOCKING WITHIN FRAME WALL IF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS S623 BROW FRAMING DETAIL MAX. V-0" O.H. - NOT USED 1 1/2"=1'-0" _C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. C � W J C U � o ,� rr j vJ p'g Q In C W Z i 0 � LU > & �S Iz U QZ��� Z U U j c W F on °y W Q U U a z =o< z ❑I - Z�ui o I !n z <<.20 W V O0°�5a Wf�- LLL w o z OU U) i ) N ) M ) J V- d 0 J � Z O cn a �} WYLOto u 000._I 0 i Wca _1f' -U Z �I-W Lf) aa za c -3 W (9 0 �o>0W00 �N i STRUCTURALENG: BAD j DRAFTING: ) STRUCT: JV r CC CHECK: EA rp W JOB No. OWH-0205195 U) I LU SCALE: AS INDICATED F- W DATE: 05/08/2019 i¢ IU O Iz SD3 °O .p SHINGLE OR TILE PER ARCHITECTURAL ELEVATIONS. PRE-ENGINEERED — ROOF TRUSSES @ 24" O.C. TYPICAL TRUSS TO - FRAME CONNECTION. SEE STANDARD CONNECTOR NOTES BEARING SEE PLAN SEE ARCHITECTURAL PLAN FOR OVERHANG INFO WINDOW AS SCHEDULED EXTERIOR FINISH PER PLAN MID -SPAN BLOCKING DBL. TOP PLATE HDR. PER PLAN MIN 2x4 SPF #2 STUDS @ 16" O.C. SEE PLAN FOR MORE INFO. INT. FINISH PER PLAN 2x BOTTOM PLATE W/ (2) 12d AT 12" O.C. NOTE: ALL FLOOR TRUSSES TO BE P.T. I NO MOISTURE BARRIER (FELT PAPE[ OR SIM) IS PROVIDED TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. TYPICAL TRUSS TO SIMP. HTT4 FRAME CONNECTION. W/(18) 16d x 22' NAILS SEE STANDARD TO POST (U.N.O. ON CONNECTOR NOTES FRAMING PLAN) & 1" PROVIDE SOLID ALL THREAD W/7" MIN. REFER TO PLAN FOR EMBEDMENT INTO TIE BUILT-UP COLUMN BEAM USING SIMP. SET INFO. EPDXY PRE -ENG. FLOOR PROVIDE SOLID SYSTEM - IF NO FLOOR BLOCKING BELOW SYSTEM INSTALL COL. EVEN WITHIN KNEEWALL & PROVIDE FLOOR TRUSS SOLID BLOCKING PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE TRUSS STRAP - SEE FRAMING PLAN FOR CONNECTIONS / (1) SIMPSON LSTA30 EXTERIOR SHEATHING STRAP CENTERED FLOOR TRUSS PER BETWEEN COLUMN PLAN AND GIRDER/BEAM PROVIDE SOLID BELOW W/ (22) 10d SEE DETAIL WS1ITHIS NAILS SHEET FOR MORE INFO PLAN FOR FLOOR MASONRY WALL SEE SYSTEM INFO. PLAN FOR MORE INFO 3/4" FLOOR SHEATHING PRE-ENGINEERED ROOFTRUSS-SEE FRAMING PLAN FOR LOCATION & SPACING STRUCTURAL COL PER PLAN FOR SIZE AND REQ'D # OF STUDS DOUBLE 2x TOP PLATE 2x BOTTOM PLATE 3/4" FLOOR SHEATHING ATTACHED PER NAILING SCHEDULE :LOOR TRUSS SEE :RAMING PLAN FOR ;ONNECTION INFO. :LOOR GIRDER OR BEAM; SEE PLAN UNDER ABOVE COLUMN SO TYPICAL GIRDER COL. CONNECTION SO TYPICAL GIRDER COL. @ HIGH BEAM BAND JOIST & BLKG 314"=1'-0" 3/4"=1'4" OR LVL GIRDER SHEATHING PER PLAN EXTERIOR SHEATHING 2x 2ND FLOOR STUDS MTSC40 POST ABV. TO SEE PLAN FOR MORE POST BELOW U.N.O. INFO. PROVIDE SOLID FRAMING PLAN FOR BLOCKING WITHIN FLR. SEE FLOOR FRAMING SYSTEM TO MATCH PLAN FOR FLOOR COL. DIMENSION SYSTEM INFO. REFER TO PLAN FOR BUILT-UP COLUMN (2) SIMPSON LSTA18 STRAPS CENTERED Cc FLOOR W/ (14) 10d NAILS ATTACH 2x STUDS Wi U.N.O. SHEATHING PER PLAN EXTERIOR SHEATHING ATTACH PER NAILING SHEATHING SCHEDULE BEAM) ATTACHED PER INFO. (2) SIMPSON LSTA18 FRAMING PLAN FOR 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" SIMPSON SP4 W/ (6) (2) 16d NAILS @ 6" O.C. SPACING AND GRADE Fh�� ShF 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 Fr 3/4" FLOOR SHEATHING SIMPSON LSTA24 Fr (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d STRAPS CENTERED @ STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP 2x BOTTOM PLATE W1 INSULATION PER PLAN RIBBON OVER TOP PLATE MAX. 12d NAILS @ 6" O.C. ATTACHED PER (2) 2x SPF TOP PLATE 3", THEN RUN DOWN", BEARING WALL PER FLOOR W/ (14) 10d U.N.O. ON PLAN FACE OF JAMB STUDS! OR BLOCKING \ HEADER (1) ROW 8d NAILS @ 3" SEE DETAILS WS10, HEADER-SEE2ND TOPPING INFO O.C. WALL SHEATHING NAILING SCHEDULE FLOOR PLAN FOR MIN. PLAN BEYOND NAILS CHORD TO BEAM BELOW HEADER SIZE & REQ'D FROM TOP OF WALL N STUDS @ 16" O.C.SILL JAMB STUDS LL WS11 OR WS13 FOR HEADER OPENINGS 2x12 SYP#2 LEDGER W/ 2x4) TO TRUSS W/ (4) TOENAILS. OPENING 16d NAILS; BOTTOM 2x4 SYP#2 BLOCKING W/ COLUMNS SEE PLAN FOR BRG DIRECTLY ON CMU CANTILEVER (1) ROW 8d NAILS @ 6" O.C. & 2" FROM EA. END 3" O.C. TYP. WALL OTE: ALL FLOORSHEATHING (2) SIMPSON LSTA18 - ADDITIONAL RIBBON 0 MOISTURE OPENING FLOOR TRUSSES SEE WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x MID -HEIGHT BLOCKING (2) SIMPSON META16 LARGER THAN 4FT: (2) Z CLIP AT EA. FOR CRIPPLES @ 16" O.C. AT EA. END NAILED TO ABOVE, INSTALL 2x6 SYP#2 VERTICAL STRAPS CENTERED @ INFORMATION THIS OPENINGS GREATER W/ (2) 10d TOENAILS STUD PACK W/ 10d PLAN FOR DEPTH AND CLIPS EACH SIDE W/ 2x 2x12 #2 SYP CONT. PER BEARING WALL FLOOR TRUSS TO NAILS @ 8" O.C. THEN SEE WS10/SD4 FOR CRIPPLES @ 16" O.C. m THAN 6' SHEATHING REQ'D FLOOR W/ 14 10d ( ) SHEET W/ (2) 10d TOENAILS o I SIMP. HTT4 DIRECTION ATTACH SILL W/ (2) 10d T&B (PLYWOOD SCHEDULE MASONRY WALL SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D T&B) p . NAILS NOTE: ALL FLOOR OF SILL (MAX OPEN'G BEYOND BEAM PER PLAN, INSET MIN. 1-1/2" FROM FRAMING PLAN) & 8 ' THE FACE OF THE CMU BEYOND. -0 WIDTH 4'"). USE A35 fis-1-4 PERPENDICULAR TRUSS TO DROPPED BEAM = [ ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR copyrighted and is the exclusive property (3) 2x STUD PACK TRUSSES TO BE P.T. IF OPENINGS GREATER O BEAM USING SIMP. SET THAN 4' BUT LESS COLUMN BASE EXT. SHEATHING EPDXY THAN 6' ATTACH PER NAILING NO MOISTURE �0� O 2x TOP & BOT. \ CONNECTION PER FLUSH W/ FACE OF RIBBONS, CONT. �U a SCHEDULE BARRIER (FELT PAPER L NOTE: ALL FLOOR (1) SIMPSON LSTA30 PLAN MASONRY ATTACHED STRAP CENTERED W Fws p t ATTACH 2x STUDS W/ OR SIM) IS PROVIDED BETWEEN COLUMN SEE FRAMING PLAN _ F (FELT PROVIDED AND GIRDER/BEAM FOR FLOOR PER NAILING SCHEDULE; PROVIDE SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION (2) 16d NAILS @ 6" O.C. OILBEARING FOR FLOOR NAILS 2 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION REFER TO FOUNDATION PLAN 1/8" GAP BETWEEN �n w [ CMU WALL BELOW PER DETAIL INCDICATED ON SEE PLAN "'' ' :" FOR FTG. SHEATHING AND J FLOOR GRIDER OR a i REQ'D ON EITHER SIDE OF WALL. IF WF0, 5 BELOW JAMBS �(--; ' ,,' :' l� IiI INFORMATION MASONRY [ NOTE: IF WOOD WALL OR BEAM BELOW USE BOND BEAM j: , . I—� I I—_ BOTH SIDES OF THE WALL MASONRY WALL PER SIMPSON MSTC40 W/ (36) 16d SINKERS. IF FLOOR z ; FLOOR SYSTEM DRAFT I _—' — PLAN fis—o-'k HEADER CONNECTION @ 2nd FLOOR SYSTEM IS 18" TO 36" DEEP USE MSTC66 W/ 60 16d 3/4"=1'-0" STOPPING AT 1000 SQ =III— w SINKERS AND (14) %4'"X2 %4" TITENS TO MASONRY FT MAX: DRAFT 3/4" FLOOR SHEATHING SHEATHING PER PLAN -t LINTEL AS PER PLAN - STOPPING MATERIALS MIN THICKNESS SHALL S03 TYPICAL TWO STORY COL. @ GIRDER SO9 2nd FLOOR CORNER FRAMING ATTACHMENTOIL SHEATHING PER PLAN WD. HD. HT. PLAN BE 1/2" GYP BOARD OR 3/4"=1'-0" z [ 3/4"=1'-0" SEE PLAN 15/32" OR 7116" OSB. O SCHEDULE, CONTINUOUS FROM U DOUBLE BOTTOM 2x4 #2 SYP BLOCKING ATTACH TO FLOOR TRUSS W/ 8d NAILS AT FLOOR SHEATHING & SHEATHING PER FLOOR SHEATHING SHEATHING PER 3/4" FLOOR SHEATHING @ 48" O.C. W/ (2) 12d 2x BOTTOM PLATE W/ 16" O.C. TOP AND NAILING PER FLOOR DETAIL WF10/SD3 AT ATTACHED PER DETAIL WF10/SD3 ATTACHED PER FLOOR 12d NAILS @ 6" O.C.INTO [ BOTTOM CHORDS FRAMING NOTES[/,--PLAN 2x STUDS, SEE FRAMING NAILING NOTES 2x STUDS , SEE NAILING NOTES PRECAST SILL OR SILL a FOR SPACING AND TRUSS TO DOUBLE FRAMING PLAN FOR UNDER WINDOWS AND PER WINDOW J GIRDER TRUSS PER 2x4 #2 SYP BLOCKING Lu BOTTOM PLATE, SLIT GRADE AND SEE ARCH (1) ROW 8d NAILS @ 3" SPACING AND GRADE GIRDERS: BLOCK MANUFACTURER FLOOR DECKING TO VERTICAL @ 48" O.C. @ 48" O.C. W/ (2) 12d C~j i /j PLAN TO VERIFY SIZE LL Qm LL r O 1 V � J. N ACCOMMODATE AND SEE ARCH PLAN SOLID BETWEEN WRITTEN o F o (n U oO:�ECLI o TOENAILS EACH END END o ? 2x BOTTOM PLATE W/ SYS. 42 FLOOR TO VERIFY SIZE RIBBONS W/ SIMPSON SPECIFICATIONS w TOP CHORD p Z O V o 12d NAILS @ 6" O.C. TRUSSES @ 24" O.C. 2x BOTTOM PLATE W/ A35 EA. END FLOOR SHEATHINGATT 2x4 #2 SYP ANG LE N 2 INTO TRUSS/RIBBONS (MAX) LS 6" O.C. 12d NAI @ 2x BLOCKING FOR — EXT FINISH PER PLAN AGAINST TRUSS OR BLOCKING FLOOR TRUSSES PER LL 3 INTO TRUSS/RIBBONS SHEATHING/ DRYWALL VERTICAL @ 48" O.C. (1) ROW 8d NAILS @ 3" OR BLOCKING ATTACHMENT W/ (2) W/ (3) 12d NAILS EACH ' O.C. WALL SHEATHING (1) ROW 8d NAILS @ 3" 12d TOENAILS VERT REINF. BEYOND END BOTTOM PLATE/ O.C. WALL SHEATHING EA. END TNTO TOP CHORD 7. TO BOTTOM PLATE/ MASONRY WALL PER a '• PRE -ENG FLOOR TRUSS TOP RIBBON OR FIELD FRAME 2x4 PLAN �.� SYS. 42 FLOOR KNEE WALL, STUDS @ 2x SYP #2 RIBBON (MIN • CONC. SLAB - TRUSSES @ 24" OOJ 2x4) TO TRUSS W/ (4) SEE FOUNDATION (MAX) 16" O.C. W/ (2) 16d NAILS 16d NAILS; BOTTOM (� PLAN FOR MORE INFO @EACH END. TRUSS TO RIBBON TO BE PT IF FIN. FLR. CMU W/ STRAP PER BRG DIRECTLY ON CMU 0'-0" — '_ STANDARD CONNECTOR °' NOTES (1) ROW 8d NAILS @ 3" GRADE 1I MASONRY WALL PER �— l ` —(1) ROW 8d NAILS @ 3" MASONRY WALL PER ( O.C. WALL SHEATHING SIMPSON META16 AT - PLAN I` O.C. WALL SHEATHING PLAN I' TO BOTTOM RIBBON MASONRY OR MTS12 SEE FOUNDATION NOTE: ALL FLOOR TO BOTTOM PLATE NOTE: ALL FLOOR 1/8" GAP BETWEEN AT WOOD FRAME WALL DETAILS FOR FTG INFO TRUSSES TO BE P.T. IF —1/8" GAP BETWEEN TRUSSES TO BE P.T. IF SHEATHING & CMU NO MOISTURE SHEATHING & CMU NO MOISTURE TRUSS TO CMU W/ MASONRY OR FRAME BARRIER (FELT PAPER —2x4 PT SILL PLT. IF BARRIER (FELT PAPER STRAP PER STANDARD WALL PER PLAN OR SIM) IS PROVIDED KNEEWALL OR SIM) IS PROVIDED CONNECTION NOTES (3) 2x STUDS CALIFORNIA CORNER A -A (4) 2x STUDS STANDARD CORNER A -A NOTE: NOTE: 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 WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND 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 LATERAL LOADS LATERALLOADS SHEATHING PER PLAN EXTERIOR SHEATHING ATTACH PER NAILING SHEATHING SCHEDULE BEAM) ATTACHED PER 2xSTUDS,SEE FROM TOP OF WALL FRAMING PLAN FOR 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" SIMPSON SP4 W/ (6) SyF SPACING AND GRADE Fh�� ShF 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 Fr AND SEE ARCH PLAN SIMPSON LSTA24 Fr (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d TO VERIFY SIZE STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP 2x BOTTOM PLATE W1 NAILS. BEND STRAP RIBBON OVER TOP PLATE MAX. 12d NAILS @ 6" O.C. OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN", INTO TRUSS / RIBBONS THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS! OR BLOCKING FACE OF JAMB STUDS/ HEADER (1) ROW 8d NAILS @ 3" HEADER HEADER-SEE2ND TOPPING INFO O.C. WALL SHEATHING PLATE W/ (2) 10d FLOOR PLAN FOR MIN. EXTERIOR SHEATHING / TO BOTTOM PLATE & CHORD TO BEAM BELOW HEADER SIZE & REQ'D FROM TOP OF WALL RIBBON STUDS @ 16" O.C.SILL JAMB STUDS LL 2x SYP #2 RIBBON (MIN HEADER OPENINGS 2x12 SYP#2 LEDGER W/ 2x4) TO TRUSS W/ (4) TOENAILS. OPENING 16d NAILS; BOTTOM 2x4 SYP#2 BLOCKING W/ RIBBON TO BE PT IF SEE PLAN FOR BRG DIRECTLY ON CMU CANTILEVER (1) ROW 8d NAILS @ 6" O.C. & 2" FROM EA. END 3" O.C. TYP. WALL OTE: ALL FLOORSHEATHING TO EA. RUSSES TO BE P.T. IF RIBBON 0 MOISTURE OPENING ARRIER (FELT PAPER WIDTH 4'-0"). USE A35 NOTE: NOTE: 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 WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND 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 LATERAL LOADS LATERALLOADS TO BOT. (RIBBON/ SOLID SHEATHING @ EXTERIOR SHEATHING SOLID SHEATHING @ SHEATHING HEADER BEAM) ATTACHED PER HEADER FROM TOP OF WALL SIMPSON SP4 W/ (6) 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" SIMPSON SP4 W/ (6) SyF 10d x1-1/2" @ 24" O.C. Fh�� ShF 10d x1-1/2" @ 24" O.C. SIMPSON LSTA24 Fr (USE SP6 @ 2x6 STUDS SIMPSON LSTA24 Fr (USE SP6 @ 2x6 STUDS STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) STRAP W/ (22) 10d & SP8 @ 2x8 STUDS) NAILS. BEND STRAP LOWER: (1) 2x SILL NAILS. BEND STRAP RIBBON OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE OVER TOP PLATE MAX. (2) 2x SPF TOP PLATE 3", THEN RUN DOWN", NOON PLAN U.N.O.U THEN RUN DOWN U.N.O. ON PLAN FACE OF JAMB STUDS! TOENAILS. EXT. FACE OF JAMB STUDS/ HEADER HEADER-SEE2ND HEADER HEADER-SEE2ND TOPPING INFO FLOOR PLAN FOR MIN. PLATE W/ (2) 10d FLOOR PLAN FOR MIN. EXTERIOR SHEATHING / HEADER SIZE & REQ'D CHORD TO BEAM BELOW HEADER SIZE & REQ'D FROM TOP OF WALL JAMB STUDS STUDS @ 16" O.C.SILL JAMB STUDS TO BOT. (RIBBON/ N EXTERIOR SHEATHING PER NAILING SHEATHING in it BEAM) ATTACHED PER JV FROM TOP OF WALL 2x4 #2 SYP BLOCKING 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" < NAILING SCHEDULE. IF HEADER IS UPSET TO BOTTOM OF FLOOR TOENAILS EACH END NOTES < n t (1) ROW 8d NAILS @ 3" O.C. WALL AND WINDOW IS SYSTEM (RIBBON / 2x4 #2 SYP ANGLE SHEATHING TO BOTTOM PLATE/ TOP z (2) 2x SILL AT WINDOW LOWER: (1) 2x SILL BEAM) ATTACHED PER RIBBON - IF HEADER IS UPSET N W/ 2x CRIPPLE STUDS PLATE W/ (2) 10d NAILING SCHEDULE. w AND WINDOW IS z [ AT EA. END NAILED TO TOENAILS. EXT. T LOWER: (1) 2x SILL O STUD PACK W/ 10d HEADER OPENINGS TOPPING INFO TRUSSES PLATE W/ (2) 10d p NAILS @ 8" O.C. THEN LESS THAN 4FT:(1) 2x CHORD TO BEAM BELOW (1) ROW 8d NAILS @ W O.C. WALL TOENAILS. EXT. w [ STUDS @ 16" O.C.SILL PLATE W/ (2) 10d LL 1-1/2" FROM FACE OF HEADER OPENINGS 2x12 SYP#2 LEDGER W/ ATTACH SILL W/ (2) 10d TOENAILS. OPENING (4)- 10d NAILS TO BEAM 2x4 SYP#2 BLOCKING W/ LESS THAN 4FT:(1) 2x � c TOENAILS AT EA. ENDLARGER THAN 4FT: (2) EA. END 6" O.C. & 2" FROM EA. END SILL PLATE W/ (2) 10d 0 OF SILL (MAX OPEN'G 2x SILL PLATE W/A35TOENAILS. (2) 2x SILL WINDOW FACE OF CMU BEYOND OPENING p ; WIDTH 4'-0"). USE A35 CLIPS EACH SIDE W/ 2x W/ 2x CRIPPLE STUDS FLOOR JOIST (12" LARGER THAN 4FT: (2) Z CLIP AT EA. FOR CRIPPLES @ 16" O.C. AT EA. END NAILED TO ABOVE, INSTALL 2x6 SYP#2 VERTICAL 2x SILL PLATE W/ A35 END 0 OPENINGS GREATER W/ (2) 10d TOENAILS STUD PACK W/ 10d CLIPS EACH SIDE W/ 2x 2x12 #2 SYP CONT. THAN 4' BUT LESS T&B (PLYWOOD NAILS @ 8" O.C. THEN SEE WS10/SD4 FOR CRIPPLES @ 16" O.C. m THAN 6' SHEATHING REQ'D STUDS @ 16" O.C. W/ (2) 10d TOENAILS o I SIMP. HTT4 T&B) ATTACH SILL W/ (2) 10d T&B (PLYWOOD i W/(18) 10d x 22' NAILSITI SEPARATE SHEATHING TOENAILS AT EA. END SHEATHING REQ'D T&B) p . TO POST (U.N.O. ON UNDER WINDOW OF SILL (MAX OPEN'G BEYOND BEAM PER PLAN, INSET MIN. 1-1/2" FROM FRAMING PLAN) & 8 ' THE FACE OF THE CMU BEYOND. -0 WIDTH 4'"). USE A35 fis-1-4 PERPENDICULAR TRUSS TO DROPPED BEAM = [ ALL THREAD W/ 7" MIN. CLIP AT EA. END FOR copyrighted and is the exclusive property ~LL ` EMBEDMENT INTO TIE OPENINGS GREATER O BEAM USING SIMP. SET THAN 4' BUT LESS t z c EPDXY THAN 6' O �0� O 2x TOP & BOT. \ [ O RIBBONS, CONT. �U a L NOTE: ALL FLOOR (1) SIMPSON LSTA30 TRUSSES TO BE P.T. IF STRAP CENTERED W Fws p t NO MOISTURE BARRIER PAPER OR SIM) IS BETWEEN COLUMN SEE FRAMING PLAN _ F (FELT PROVIDED AND GIRDER/BEAM FOR FLOOR ¢ [ [ SEE FRAMING PLAN BELOW W/ (22) 10d CONNECTION IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR NAILS 2 FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION �n w [ CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKINGL J FLOOR GRIDER OR a i REQ'D ON EITHER SIDE OF WALL. IF WF0, 5 BELOW JAMBS BEAM [ IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE C) ` BOTH SIDES OF THE WALL PLAN FOR MORE INFO z ; fis—o-'k HEADER CONNECTION @ 2nd FLOOR SO HEADER CONNECTION @ 2nd FLOOR HIGH BM 'X' 3/4"=1'-0" w W 3/4" FLOOR SHEATHING SHEATHING PER PLAN -t BEARING WALL PER ATTACHED PER FLOOR FATTACH PER NAILING O SHEATHING PER PLAN )� PLAN NAILING NOTES SCHEDULE z [ ATTACH PER NAILING O SCHEDULE, CONTINUOUS FROM U DOUBLE BOTTOM 2x4 #2 SYP BLOCKING 4` 65i J PLATE @ 48" O.C. W/ (2) 12d 2x BOTTOM PLATE W/ 0 TOP OF TOP PLATE TO Ua.. v� z Vic° TOENAILS EACH END 12d NAILS @ 6" O.C.INTO [ BOTTOM PLATE. T (2) H2.5A. FLOOR 0 TRUSS /RIBBONS OR a TRUSS TO DOUBLE 2x4 #2 SYP ANGLELU BLOCKING J GIRDER TRUSS PER Lu BOTTOM PLATE, SLIT AGAINST TRUSS (1) ROW 8d NAILS @ 3" t PLAN FLOOR DECKING TO VERTICAL @ 48" O.C. O.C. WALL SHEATHING C~j i /j LL Qm LL r O 1 V � J. N ACCOMMODATE W/ (3) 12d NAILS EACH J U)CLo>o m o F o (n U oO:�ECLI o STRAP END o ? TO BOTTOM PLATE/ [ �O0ga 3 LLI W w TOP CHORD p Z O V o FLOOR SHEATHINGATT N 2 t CHED PER FLOOR `3/4" NAILING NOTES FLOOR TRUSSES PER LL 3 0 SEE TRUSS LAYOUT FOR HANGER 2x RIBBON OR BLOCKING W/ (4) 16d OR (3) 16d TOENAILS TRUSS PER PLAN BEAM OR FLOOR GIRDER PER PLAN (1) ROW 8d NAILS @ 3" C O.C. WALL SHEATHING F TO TRUSS BOTTOM C CHORD ATTACH TRUSS BOTTOM F CHORD TO BEAM BELOW W/ (2) ROWS t 114"x3" SDS SCREWS @ 12" O.C. MAX. c (2) ROWS 8d NAILS @ `< 3" O.C. WALL SHEATHING TO BEAM C SO TYPICAL TWO STORY SECTION - SYSTEM 42 S1 TWO STORY PARALLEL FLOOR CONNECTION S1 TWO STORY PERP. FLOOR CONNECTION fi_S_11CANTILEVERED FLOOR TRUSS CONNECTION (n FLOOR TRUSS TO GIRDER CONNECTION S1 PARALLEL TRUSS TO DROPPED BEAM 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" 3/4"=1'-0" i A _ RHFATHIN(; PFR PI AN 3/4" FLOOR SHEATHING �^ ' ATTACHED PER FLOOR ATTACH PER NAILING NAILING NOTES SCHEDULE 2 BOTTOM PLATE W/ FLOOR TRUSSE PLAN (2) H2.5A TRUSS BEAM U.N.O. BEAM PER PLAN X 12d NAILS @ 6" O.C. INTO TRUSS/RIBBONS OR BLOCKING (1) ROW 8d NAILS @ W O.C. WALL SHEATHING TO BOTTOM PLATE/ TOP RIBBON 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS W/ (4) 16d NAILS; BOTTOM RIBBON TO BE PT IF BRG DIRECTLY ON CMU (1) ROW 8d NAILS @ 3" O.C. WALL SHEATHING TO BOTTOM RIBBON (2) ROWS 8d NAILS @ 3" O.C. WALL SHEATHING TO BEAM 318 PERPENDICULAR TRUSS TO DROPPED BEAM 3/4"=1'-0" COPYRIGHT MCD 2015: The information con 3/4" FLOOR N SHEATHING PER PLAN ATTACH PER PER NAILING SHEATHING SCHEDULE NAILING SCHEDULE JV ATTACHED PER 2x4 #2 SYP BLOCKING 2x BOTTOM PLATE W/ (2) 12d NAILS @ 12" CONT. TO BOTTOM OF FLOOR NAILING e'°!�✓ `m. O.C. TOENAILS EACH END NOTES AS INDICATED (1) ROW 8d NAILS @ 3" O.C. WALL SIMPSON S 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE SHEATHING TO BOTTOM PLATE/ TOP z AGAINST TRUSS (1) ROW 8d NAILS @ 3" RIBBON = W/ (3) 12d NAILS EACH 2x SYP #2 RIBBON (MIN 2x4) TO TRUSS w OF TO BOTTOM PLATE/ W/ (4)- 12d NAILS. T FLOOR FLOOR TRUSSES PER LL a TOPPING INFO TRUSSES ATTACH TRUSS BOTTOM PER CHORD TO BEAM BELOW (1) ROW 8d NAILS @ W O.C. WALL PLAN BEAM PER PLAN INSET SHEATHING TO RIBBON & LEDGER. LL 1-1/2" FROM FACE OF SLOPE F 2x12 SYP#2 LEDGER W/ CMU O (4)- 10d NAILS TO BEAM 2x4 SYP#2 BLOCKING W/ PER NAILING 2x6 SYP#2 LEDGER W/ (3)- 10d NAILS TO w EA. END 6" O.C. & 2" FROM EA. END BEAM @ 6" O.C. & 2" FROM EA. END, w 3" O.C. WALL FACE OF CMU BEYOND EQUALLY SPACED. U) (2) H3 CLIPS BEAM FLOOR JOIST (12" IF STRAPS ARE REQ'D TO COLUMNS J EA. TRUSS TO ABOVE, INSTALL 2x6 SYP#2 VERTICAL BEAM W/ (8)- 8d C BLOCKING BETWEEN LEDGERS W/ (2) NAILS U.N.O. 2x12 #2 SYP CONT. ROWS 10d NAILS TO BEAM @ 3" O.C. & 1" LEDGER W/ (3) 1/4"x4-1/2" SEE WS10/SD4 FOR i SDS SCREWS EQ. FROM ENDS & EDGES. SPACED VERTICALLY @ 2x4 SYP#2 LEDGER BETWEEN SHEATHING VERTICAL (MIN. 2" FROM AND BEAM W/ (2)- 10d NAILS @ 3" O.C. TOP & BOTTOM) F01 SECTION AT 8d NAILS @ 3" O.C. WALL SHEATHING TO LEDGER 3/4"=1'-0" FACE OF CMU without the BEYOND BEAM PER PLAN, INSET MIN. 1-1/2" FROM THE FACE OF THE CMU BEYOND. fis-1-4 PERPENDICULAR TRUSS TO DROPPED BEAM tained in this document is copyrighted and is the exclusive property PER PLAN ATTACHED BAD ATTACH PER NAILING PER NAILING C" SCHEDULE SCHEDULE JV IF SHEATHING IS NOT 2x4 #2 SYP BLOCKING Jam• CONT. TO BOTTOM OF @ 48" O.C. W/ (2) 12d e'°!�✓ `m. mo P�O�;p X LLL TOENAILS EACH END CONTRACTOR TO AS INDICATED F SIMPSON S 2x BOTTOM PLATE W/ 2x4 #2 SYP ANGLE (2) 12d NAILS @ 12" O.C. AGAINST TRUSS (1) ROW 8d NAILS @ 3" VERTICAL @ 48" O.C. CONCRTE SLAB W/ (3) 12d NAILS EACH O.C. WALL SHEATHING END OF TO BOTTOM PLATE/ w w TOP CHORD �N FLOOR TRUSSES PER LL a TOPPING INFO PLAN ATTACH TRUSS BOTTOM CHORD TO BEAM BELOW W/ (2) ROWS 1/4"x3" SDS BEAM PER PLAN INSET SCREWS @ 12" O.C. MAX 1-1/2" FROM FACE OF SLOPE F 2x12 SYP#2 LEDGER W/ CMU (4)- 10d NAILS TO BEAM 2x4 SYP#2 BLOCKING W/ PER NAILING @ 6" O.C. & 2" FROM (2)- 10d NAILS TO BEAM @ EA. END 6" O.C. & 2" FROM EA. END (2) ROWS 8d NAILS @ 3" O.C. WALL FACE OF CMU BEYOND SHEATHING TO BEAM S72 PARALLEL TRUSS TO INSET BEAM FLOOR JOIST (12" 3/4"=1'-0" Df MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L JOIST BAD 2nd FLOOR WALL; SEE ,. m 7 ao m � i s Y O C" PLAN FOR MORE INFO. o% U tD J.Q 6 JV IF SHEATHING IS NOT � Jam• CONT. TO BOTTOM OF W JOB No. e'°!�✓ `m. mo P�O�;p X LLL FLOOR TRUSS, CONTRACTOR TO AS INDICATED F SIMPSON S PROVIDE ADEQUATE 05/08/2019 STRAPS FRROMOM WATERPROOFING. NO STUD TO TRUSS R REQ'D CONCRTE SLAB PERMITTED z g SEE ARCH DWGS FOR TOPPING INFO w a 3/4" PLYWOOD FLOOR SLOPE F DECKING ATTACHED v PER NAILING SCHEDULE SLOPED BALCONY i FLOOR JOIST (12" TALL) W/ LUS26 OR C LUS46 TO LEDGER 2x12 #2 SYP CONT. LEDGER W/ (3) 1/4"x4-1/2" SEE WS10/SD4 FOR i SDS SCREWS EQ. ADDITIONAL INFO SPACED VERTICALLY @ 24" O.C. AND @ EA. END VERTICAL (MIN. 2" FROM TOP & BOTTOM) F01 SECTION AT BALCONY 3/4"=1'-0" LC. Any use, duplication, or transfer of these documents without the NOT USED expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. rn C W co „�� �• n BAD 4 {G m.mm ,. m 7 ao m � i s Y O C" j Q=z`... o% U tD J.Q 6 JV , mw 0o Z u0 J ¢ U � Jam• ®e �4` z W JOB No. e'°!�✓ `m. mo P�O�;p X LLL M ti i N � M LL i Q D W p o J z Cn e ' EU LID Cn T- u 00E-LIJ � O m rJ m _ W:3 J J z V �LL, CD 0 I— WtiafL za_ ' ) LU 0 0 C4 ��Ow 00 E W N p STRUCTURAL ENG: BAD (q DRAFTING: (D z -STRUCT: JV QC CHECK: EA 0 W JOB No. DWH-0205195 A SCALE: AS INDICATED F W 05/08/2019 > Q � 0 i C i ) Z a �0� �U U) W J C W )� S U //�� v / 4` J Q 8 m Ua.. v� z Vic° W z° —Io T � 0 Z J ;�� Lu ry V Q O - N o, o M /j LL Qm LL r O 1 V � J. N W 4/ / J U)CLo>o m J J o (n U oO:�ECLI o Z ZD << w Y O 3 OU J �O0ga 3 LLI W Q w j Z O V o 2 M ti i N � M LL i Q D W p o J z Cn e ' EU LID Cn T- u 00E-LIJ � O m rJ m _ W:3 J J z V �LL, CD 0 I— WtiafL za_ ' ) LU 0 0 C4 ��Ow 00 E W N p STRUCTURAL ENG: BAD (q DRAFTING: (D z -STRUCT: JV QC CHECK: EA 0 W JOB No. DWH-0205195 A SCALE: AS INDICATED F W DATE: 05/08/2019 S14 SECTION @ RAISED HEEL TRUSS S15 SECTION @ COMBO TRUSS 112"=1'-0" 112"=1'-0" (2) 2x SYP 92 BUILT-UP STUC COLUMNS 3ER BY OTHERS 3S PER PLAN 'ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 112" (8 TOTAL) SIMPSON SDS SCREWS ANCHORS FO WALL SPLICE DETAILS 171 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1 112"=1'-0" 1 "=1'-0" 111=1'-O" 2x8's MIN. SPF #2 @ 16" 2x BASE PLATE W/ (2) — HEADER FROM TOP OF WALL 12d NAILS @ 12" O.C. 2x4 #2 SYP CONT. W/ (2) 10d x1-1/2" @ 24" O.C. USE SIMPSON MTS12 2x BRG WALL W/ BEAM) ATTACHED PER OR LSTA18 TO SIMPSON SP2 @ TOP & 2x BLOCKING W/ (2) 12d BLOCKING BELOW. SP1 @ BASE. LSTA18 TOENAILS EACH END NOT REQ'D IF STUD IS OR MTS12 MAY BE TOENAILS. EXT. CONNECTED W/ MTS12 USED @ BASE 2x BASE PLATE W/ (2) OR LSTA18 SCHEDULE 12d NAILS @ 12" O.C. 2x BLOCKING W/ (2) 12d EXTERIOR SHEATHING 2x BRG WALL W/ SIMPSON SP2 @ TOENAILS EACH END ATTACH PER NAILING 3/4" FLOOR SHEATHING TOENAILS AT EA. END SCHEDULE ATTACHED PER FLOOR (2) 2x4 #2 SYP OF SILL (MAX OPEN'G NAILING NOTES BLOCKING W/ SIMPSON (2) 2x4 #2 SYP I TOP &SP1 @BASE. LSTA18 OR HUC24-2 EACH END, BLOCKING W/ SIMPSON 2x SILL PLATE W/ A35 USE (4) 1 O & (2) 1 Od HUC24-2 EACH END, LEDGER W/ (2))/4"x3-1/2" NAILS. UNDER WINDOW USE (4) 10d & (2) 10d 1/2" GYP. BOARD JAMBS USE (2) 2x6 #2 NAILS. UNDERSEE PLAN SYP W/HUC26-2. WINDOW JAMBS USE 16" O.C. MAX. & 3" LOW ROOF TRUSS SEE (2) 2x6 W/ HUC26-2. W TRUSS PLAN FOR LOW ROOF TRUSS SEE FLOOR TRUSS PER CONNECTIONS (IF TRUSS PLAN FOR PLAN TRUSS IS CONT. BRG CONNECTIONS RECESS LEDGER INTO ON MASONRY USE SHEATHING PER PLAN MASONRY (SHOWN) META16 @ 24" O.C. OR (TRUSS. VERIFY W/ OR WOOD WALL PER ON WOOD USE HGA I PLAN CLIPS @ 24" O.C.) S14 SECTION @ RAISED HEEL TRUSS S15 SECTION @ COMBO TRUSS 112"=1'-0" 112"=1'-0" (2) 2x SYP 92 BUILT-UP STUC COLUMNS 3ER BY OTHERS 3S PER PLAN 'ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 112" (8 TOTAL) SIMPSON SDS SCREWS ANCHORS FO WALL SPLICE DETAILS 171 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1 112"=1'-0" 1 "=1'-0" 111=1'-O" 2x8's MIN. SPF #2 @ 16" EXTERIOR SHEATHING HEADER FROM TOP OF WALL EXT. SHEATHING 2x4 #2 SYP CONT. W/ (2) 10d x1-1/2" @ 24" O.C. O.C. MAX W/ MID POINT (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER EXT. FINISH PER 2x8 MIN. SPF #2 @ 16" TRUSS, THEN ATTACH NAILING SCHEDULE ATTACH PER NAILING 12d NAILS AT EACH STUD ROOF SHEATHING — BLOCKING (U.N.O.) TOENAILS. EXT. ATTACH PER NAILING ARCHS O.C. - SEE FRAMING SCHEDULE SCHEDULE 2x4 STUDS @ 16" O.C. STRAPS JAMB STUDS 2x BRG WALL W/ SIMPSON SP2 @ PRE-ENGINEERED — w/ SHOP DRAWINGS SILL PLATE W/ (2) 1 O TOENAILS AT EA. END PLAN FOR MORE INFO. IF FLOOR SYS. NOT PRESENT PER FLOOR T T OF SILL (MAX OPEN'G CONNECTION CMU WALL BELOW PER DETAIL INCDICATED LARGER THAN 4FT: (2) TOP &SP1 @BASE. LSTA18 OR MSTAM24 EA. SIDE OF REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 2x SILL PLATE W/ A35 CLIP AT EA. END FOR 2x4 BLOCKING LEDGER W/ (2))/4"x3-1/2" CLIPS EACH SIDE W/ 2x X 1/2" GYP. BOARD O SDS WOOD SCREWS @ — — — — — — — — I- MTS12 MAY BE USED @ BASE.(WHEN EA. STUD TO WALL - 16" O.C. MAX. & 3" THAN 6' BETWEEN STUDS W/ W T&B (PLYWOOD FROM EA. END - USE I SHEATHING REQ'D WALL IS CONT. BRG ON TRUSS BELOW W/ (9) 10d RECESS LEDGER INTO SHEATHING PER PLAN 2 () 12d TOE NAILS LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ SIMPSON H10A @ I TRUSS - STRAP STUDS W/ LSTA18 @ 16" O.C. NAILS AND (5) 1/4"x2 ATTACH PER NAILING EACH END — — — — — — — — J 2x8 SYP #2 LEDGER W/ EACH DIAGONAL MIN. (4) 16d NAILS TO TO TRUSS BELOW) 3/4" TAPCONS PER OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) SCHEDULE 16d NAILS) BRACE 3/4" FLOOR SHEATHING ATTACHED STRAP; CENTER STRAP BETWEEN [23/4' 2x4 #2 SYP CONT. W/ 2 12d NAILS AT EACH () CS18 EA. STUD ABOVE PER FLOOR NAILING NOTES MASONRY WALL AND 2x8 #2 SYP P.T. SILL STUD TO STUD BELOW W/ FRAME WALL PLATE W/ 1/2" EPDXY 11" END LENGTHS & FLOOR TRUSS PER ANCHOR BOLT OR (18)-8d NAILS PLAN CONTRACTOR MAY USE J -BOLT W/ MIN. 7" 2x8 #2 SYP P.T. SILL SIMPSON HTT4 AT EMBED. @ 32" O.C. & 3" PLATE W/ 1/2" EPDXY 2x BOTTOM PLATE, WINDOW JAMB STUDS FROM EA.END ANCHOR BOLT OR ATTACH TO DOUBLE INSTEAD OF INDICATED J -BOLT W/ MIN. 7" TOP PLATE W/ (2) 1/4" x EXTERIOR FLAT STRAP. EMBEDMENT @ 32" 4-1/2" SDS SCREWS @ SEE PIAN INTERIOR FLAT STRAP MAX 1/8" GAP O.C. & 3" FROM EACH 12" O.C., STAGGER �, v X IS STILL REQUIRED AT BETWEEN SHEATHING END ROWS 6" JAMB STUD CONDITION AND CMU IF SHEATHING IS NOT 77 < CONTINUOUS TO BASE 2x BEARING WALL SEE ARCHS FOR PLATE, SP8 TOP AND WITH ROOF LOAD FURRING AND BOTTOM ARE REQ'D INTERIOR FINISH CONT. #5 IN TIE BEAM REFER TO BEARING WALL SCHEDULE FOR MASONRY (SHOWN) MASONRY WALL PER ' ' CMU WALL PER PLAN STUD BASE OR WOOD WALL PER PLAN EXT. FINISH PER CONNECTION & PLAN ARCHS BOTTOM PLATE S14 SECTION @ RAISED HEEL TRUSS S15 SECTION @ COMBO TRUSS 112"=1'-0" 112"=1'-0" (2) 2x SYP 92 BUILT-UP STUC COLUMNS 3ER BY OTHERS 3S PER PLAN 'ER PER PLAN (2) 2x SYP COLUMNS ON EITHER SIDE OF GIRDER, PROVIDE SUFFICIENT ROOM FOR GIRDER HANGER FLANGE. ATTACH LEDGER TO EA COLUMN w/ (4) 1/4" x 3 112" (8 TOTAL) SIMPSON SDS SCREWS ANCHORS FO WALL SPLICE DETAILS 171 SECTION @ OPEN TO ABOVE F1 BRACING @ 2 STORY FRAME WALL 1 112"=1'-0" 1 "=1'-0" 111=1'-O" LD01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" NOTE: NOTE: 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 WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS LATERALLOADS SOLID SHEATHING @ EXTERIOR SHEATHING HEADER FROM TOP OF WALL FROM TOP OF WALL TO BOTTOM OF FLOOR FG ShFFr 10d x1-1/2" @ 24" O.C. TO BOTTOM OF SILL (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER PLATE ATTACH PER F--------------------------- TRUSS, THEN ATTACH NAILING SCHEDULE (2) 2x SPF TOP PLATE BE INSTALLED AS ROOF SHEATHING — �IMPSON H2.5A EA. TOENAILS. EXT. ATTACH PER NAILING TRUSS i SCHEDULE I HEADER SIZE & REQ'D STRAPS JAMB STUDS I PRE-ENGINEERED — w/ SHOP DRAWINGS SILL PLATE W/ (2) 1 O TOENAILS AT EA. END SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR TRUSS PER PLAN OF SILL (MAX OPEN'G CONNECTION CMU WALL BELOW PER DETAIL INCDICATED LARGER THAN 4FT: (2) MIN. 2x6 #2 SYP CONT. PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 2x SILL PLATE W/ A35 CLIP AT EA. END FOR MASONRY WALL SEE LEDGER W/ (2))/4"x3-1/2" CLIPS EACH SIDE W/ 2x I 1 O SDS WOOD SCREWS @ — — — — — — — — I- THAN 4' BUT LESS - 16" O.C. MAX. & 3" THAN 6' W T&B (PLYWOOD FROM EA. END - USE I SHEATHING REQ'D (3) SCREWS FOR 24" I SIMPSON LUS26. USE RECESS LEDGER INTO O.C. I LUS26-2 FOR 2PLY (TRUSS. VERIFY W/ I TRUSS (TIRUSS SHOP LRAWINGS— — — — — — — — — — — — — — — — — J 2x8 SYP #2 LEDGER W/ MIN. (4) 16d NAILS TO EACH STUD (AT EACH OPT. TRUSS RECESS LEDGER SIDE OF G.T. USE (4) 16d NAILS) LD01 LEDGER @ GIRDER D03 LEDGER @ OPEN TO BELOW 3/4"=1'-0" 3/4"=1'-0" NOTE: NOTE: 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 WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND WINDOWS) CENTER WINDOWS MUST HAVE LSTA30 STRAPS TOP AND BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER BOTTOM AND EACH SIDE OF OPENING W/ (2) A34 CLIPS TO TRANSFER LATERAL LOADS LATERALLOADS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 1 Od TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' SOLID SHEATHING @ EXTERIOR SHEATHING HEADER FROM TOP OF WALL SIMPSON SP4 W/ (6) TO BOTTOM OF FLOOR FG ShFFr 10d x1-1/2" @ 24" O.C. SYSTEM (RIBBON / (USE SP6 @ 2x6 STUDS BEAM) ATTACHED PER & SP8 @ 2x8 STUDS) NAILING SCHEDULE. IF TRUSS, THEN ATTACH SHEATHING CAN NOT (2) 2x SPF TOP PLATE BE INSTALLED AS U.N.O. ON PLAN INDICATED, TOENAILS. EXT. CONTRACTOR TO HEADER - SEE 2ND FOLLOW WS06/SD4 FLOOR PLAN FOR MIN. FOR REQUIRED HEADER SIZE & REQ'D STRAPS JAMB STUDS EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 1 Od TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' ALIGN 2ND FLOOR — SOLID SHEATHING @ IF HEADER IS UPSET (2) 2x SILL AT WINDOW STUDS SIMPSON SP4 W/ (6) AND WINDOW IS W/ 2x CRIPPLE STUDS RIBBONS, CONT. NOTE: ALL FLOOR LOWER: (1) 2x SILL AT EA. END NAILED TO TRUSS, THEN ATTACH PLATE W/ (2) 1 O STUD PACK W/ 10d @ 12" O.C. U.N.O. ON PLAN TOENAILS. EXT. NAILS @ 8" O.C. THEN WF16/ FLOOR PLAN FOR MIN. HEADER OPENINGS STUDS @ 16" O.C. @ 6" O.C. JAMB STUDS LESS THAN 4FT:(1) 2x ATTACH SILL W/ (2) 10d 0 w/ SHOP DRAWINGS SILL PLATE W/ (2) 1 O TOENAILS AT EA. END SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR TOENAILS. OPENING OF SILL (MAX OPEN'G CONNECTION CMU WALL BELOW PER DETAIL INCDICATED LARGER THAN 4FT: (2) WIDTH 4'-0"). USE A35 PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 2x SILL PLATE W/ A35 CLIP AT EA. END FOR MASONRY WALL SEE BOTH SIDES OF THE WALL CLIPS EACH SIDE W/ 2x OPENINGS GREATER CONT. BRACE W/ (2) O CRIPPLES @ 16" O.C. THAN 4' BUT LESS W/ (2) 10d TOENAILS THAN 6' W T&B (PLYWOOD SHEATHING REQ'D T&B) SEPARATE SHEATHING UNDER WINDOW EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 1 Od TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' ALIGN 2ND FLOOR — SOLID SHEATHING @ STUDS w/ 1ST FLOOR 2x TOP & BOT. STUDS SIMPSON SP4 W/ (6) (2) 2x SPF#2 BASE 10d x1-1/2" @ 24" O.C. RIBBONS, CONT. NOTE: ALL FLOOR W/ (2) 16d NAILS @ EACH & SP8 @ 2x8 STUDS) TRUSS, THEN ATTACH TRUSSES TO BE P.T. IF (2) 2x SPF TOP PLATE @ 12" O.C. U.N.O. ON PLAN NO MOISTURE HEADER - SEE 2ND WF16/ FLOOR PLAN FOR MIN. BARRIER (FELT PAPER HEADER SIZE & REQ'D @ 6" O.C. JAMB STUDS OR SIM) IS PROVIDED INTO TRUSS. VERIFY I 0 w/ SHOP DRAWINGS W SEE FRAMING PLAN IF FLOOR SYS. NOT PRESENT PER FLOOR FOR FLOOR FRAMING PLAN, 2nd FLR STUDS TO BEAR ON CONNECTION CMU WALL BELOW PER DETAIL INCDICATED ON FLOOR FRAMING. INDICATED BASE STRAP PROVIDE BLOCKING REQ'D ON EITHER SIDE OF WALL. IF WF02/SD6 BELOW JAMBS IS INDICATED, BASE STRAPS ARE REQ'D ON MASONRY WALL SEE BOTH SIDES OF THE WALL PLAN FOR MORE INFO EXTERIOR SHEATHING FROM TOP OF WALL TO BOTTOM OF FLOOR SYSTEM (RIBBON / BEAM) ATTACHED PER NAILING SCHEDULE. IF SHEATHING CAN NOT BE INSTALLED AS INDICATED, CONTRACTOR TO FOLLOW WS07/SD4 FOR REQUIRED STRAPS (2) 2x SILL AT WINDOW W/ 2x CRIPPLE STUDS AT EA. END NAILED TO STUD PACK W/ 10d NAILS @ 8" O.C. THEN STUDS @ 16" O.C. ATTACH SILL W/ (2) 1 Od TOENAILS AT EA. END OF SILL (MAX OPEN'G WIDTH 4'-0"). USE A35 CLIP AT EA. END FOR OPENINGS GREATER THAN 4' BUT LESS THAN 6' IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 1 O TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT. (1) 2x SILL PLATE W/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W1 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM SEE PLAN FOR BEARING WALL REQUIREMENTS. STUDS TO ALIGN W/ STUDS ABOVE 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d PRE ENGINEERED NAILS TO EACH STUD MASONRY WALL PER PLAN (2) 2x TOP PLATE 2x8 #2 SYP SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END TRUSSES @ 24" O.C. �p MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION ATTACH EACH TRUSS TO BEARING WALL USING SIMPSON H10A U.N.O. ON FRAMING PLANS (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN — FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. 2 ELEV. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE WF10/SD3. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW IF TRUSSES ARE PARALLEL TO WALL, 2x4 #2 SYP CONT. W/ (2)-12d NAILS AT EACH STUD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO SHEATHING CONT. TO ALIGN 2ND FLOOR — SOLID SHEATHING @ STUDS w/ 1ST FLOOR HEADER STUDS SIMPSON SP4 W/ (6) (2) 2x SPF#2 BASE 10d x1-1/2" @ 24" O.C. PLATE. ATTACH IST PLY (USE SP6 @ 2x6 STUDS W/ (2) 16d NAILS @ EACH & SP8 @ 2x8 STUDS) TRUSS, THEN ATTACH 2ND PLY W/ (2) 10d NAILS (2) 2x SPF TOP PLATE @ 12" O.C. U.N.O. ON PLAN SIMPSON CS18 PER HEADER - SEE 2ND WF16/ FLOOR PLAN FOR MIN. g HEADER SIZE & REQ'D @ 6" O.C. JAMB STUDS (2) 2x TOP PLATE IF HEADER IS UPSET AND WINDOW IS LOWER: (1) 2x SILL PLATE W/ (2) 1 O TOENAILS. EXT. HEADER OPENINGS LESS THAN 4FT. (1) 2x SILL PLATE W/ (2) 1 O TOENAILS. OPENING LARGER THAN 4FT: (2) 2x SILL PLATE W/ A35 CLIPS EACH SIDE W1 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (PLYWOOD SHEATHING REQ'D T&B) SEE FRAMING PLAN FOR FLOOR CONNECTION FLOOR GRIDER OR BEAM SEE PLAN FOR BEARING WALL REQUIREMENTS. STUDS TO ALIGN W/ STUDS ABOVE 2x8 #2 SPF MIN STUDS @ 16" O.C. PER PLAN 2x4 CONT. W/ (2) 12d PRE ENGINEERED NAILS TO EACH STUD MASONRY WALL PER PLAN (2) 2x TOP PLATE 2x8 #2 SYP SILL PLATE W/ %" EPDXY ANCHOR OR J -BOLT @ 32" O.C. W/ MIN. 7" EMBEDMENT & 6" FROM EACH END TRUSSES @ 24" O.C. �p MAX. PER PLAN PER PLAN SEE ARCHS FOR ROOF WATERPROOFING AND FINISH TRUSS ANCHOR (SEE PLAN) ROOF SHEATHING ATTACHED PER NAILING SCHEDULE EXT. SHEATHING FROM TOP OF WALL TO DBL BOTTOM PLATE. IF SHEATHING IS NOT CONT. ADD BLOCKING @ SHEATHING SPLICE W/ (3) 10d TOENAILS EA. END. SIMPS. SP4 @ TOP REQ'D ROOF SHEATHING ATTACH PER NAILING SCHEDULE 2x4 SYP#2 BLOCKING W/ (2) 10d TOE NAILS LOW ROOF TRUSS W/ 16" TALL RAISED HEEL BOTTOM CHORD EXTENSION ATTACH EACH TRUSS TO BEARING WALL USING SIMPSON H10A U.N.O. ON FRAMING PLANS (2) 2x HEADER SEE — PLAN FOR MORE INFO & CONNECTIONS WINDOW SEE PLAN — FOR LOCATION 2x BLOCKING w/ (2) 12d TOENAILS EACH SIDE IF WALL SHEATHING IS STOPPED BELOW ROOF LINE 2x BASE PLATE W/ 12d @ 24" O.C. TO FLOOR SYSTEM BELOW PLYWOOD FLOORING SEE FLOOR FRAMING PLAN FOR MORE INFO SEE PLAN FOR TRUSS DIRECTION & MORE INFO FLOOR GIRDER SEE PLAN FOR CONNECTION O.H. 2 ELEV. 2x #2 SPF STUDS @ 16" O.C. w/ EXT. SHEATHING FROM TOP OF WALL TO BOTTOM OF TRUSS/ GIRDER. ATTACH PER NAILING SCHEDULE WF10/SD3. IF WALL SHEATHING ISN'T CONT. LSTA18 STRAPS ARE REQ'D FROM STUDS TO GIRDER BELOW IF TRUSSES ARE PARALLEL TO WALL, 2x4 #2 SYP CONT. W/ (2)-12d NAILS AT EACH STUD ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION INFO SHEATHING CONT. TO 2x4 BLOCKING W/ (2) SIMPSON H2.5 I 2nd STORY WALL 16d NAILS @ EA. END. EA BOTTOM PLATE BLOCKADJACENT SCALE: ATTACH PER NAILING BAYS @ EACH z SCHEDULE DIAGONAL BRACE AS I%"x3" SDS WOOD SHOWN. FASTEN ROOF U ISCREWS @ 16" O.C. SHEATHING TO 2x 1z IMAX - EQUALLY BLOCKING W/ 8d NAILS g @ 6" O.C. O ILSE (3) SREWS IF 24" INTO TRUSS. VERIFY I 0 w/ SHOP DRAWINGS W (5) 16d NAILS o DIAGONAL BRACE TO LU BLOCKING >. z PROVIDE 2x4 SYP #2 CONT. BRACE W/ (2) O 16d NAILS EACH DIAGONAL BRACE, X.\'a W O.S.B. TO OVERLAP BOTTOM PLATE 1-1/4" (MIN.) 2x LEDGER TO UPPER FLOOR WALL W/ 1/4" X 3-1/2" SIMPSON SDS SCREW @ 16" O.C. (2) 2x4 TOP PLATE (2) 2x SPF TOP TRUSSES PER PLAN 2X4 SYP #2 DIAGONAL BRACE @ 48" O.C. MAX. 45° FROM N HORIZONTAL BRACE NOT REQUIRED O_ 6' FROM EAVES. 0 w oc Fvuivu. ry 1 ry r I— Rum. 1/2" J -BOLTS @ 7" FROM EA. END OF AT OPENINGS LARGER THAN 4'-2" ATTACH A WALL & WALL OPENINGS @ 32"o.c. O TOP PLATE TO HEADER WITH LSTA12 BENT MAX. W/ 6" MIN. EMBEDMENT & 2" OVER W/ (5) 10d NAILS INTO TOP PLATE AND WASHER SEE BEARING WALL FOR ALT'S (5) 10d NAILS INTO HEADER SEE HEADER SUPPORT SCHEDULE STRAPS TOP & BOTTOM OF EA. STUD PER BEARING WALL SCHEDULE OON NOTES & CONNECTOR LEGEND ALL CS18 STRAPS TO HAVE MIN SHEET FOR REQUIRED QUANTITY 12" END LENGTH ON STUDS W/ OF JACKS / KINGS. # OF STUDS TO (18) 8d NAILS MATCH BETWEEN FLOORS F2 SECTION @ 2 -STORY BRG.F1 TYPICAL CONNECTION @ GIRDER OR BEAM F1 2 STORY INTERIOR BEARING WALL 3/4"=1'-0" 3/4"=1'-0" SEE 2NL r---------------------------) WALL SE ADDITIO A INFORM) ( SIMPSON H2.5 I JV QC CHECK: EA TRUSS TO LEDGER � IMIN. 2x6 #2 SYP SCALE: AS INDICATED I I (CONT. LEDGER w/ (2) I%"x3" SDS WOOD I ISCREWS @ 16" O.C. IMAX - EQUALLY SPACED & 3" FROM ( OF LEDGER - END LEDGER RECESSED ILSE (3) SREWS IF 24" INTO TRUSS. VERIFY I IO.C. IS REQUIRED w/ SHOP DRAWINGS L-------------------------- J OPT. TRUSS RECESS LEDGER 2X4 #2 SYP NAILER TO STUDS W/ 3-16d @ EA. STUD. ATTACH TRUSS TO NAILER W/ (3) 10d TOE NAILS. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X8 #2 SYP CONT. LEDGER W/ (4) 16d NAILS. ATTACH NAILS INTO END OF EA. FLOOR TRUSS, 24" O.C. MAX. (INSTALL (4) NAILS AT EA. SIDE OF G.T.) SIMPSON LUS26 OR IF 2 -PLY TRUSS SIMPSON LUS26-2 TRUSS TO LEDGER 8" CMU WALL, TYP. SEE FLOOR FRAMING PLAN FOR MORE INFO. VERIFY PLAN FOR LOCATION NOT USED S4 HEADER CONNECTION @ 2ND FLOOR S4 HEADER CONNECTION @ 2nd FLOOR HIGH BM D04 SECTION @ LOW ROOF AND DIRECTION - 3/4"=1'-0" 3/4"=1'-0" 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 WMR & ASSOCIATES, LLC is strictly prohibited. PROVIDE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE FOR EXTERIOR 2 STORY WALLS M > p Z j - W W > O J W L UO LL LU (�r j Z j g F - IL W �W > O LL. W Q Z O P-• Q. U 07 W 0 U U) v J ' 3 0 ? 6 z U W am Z Lu U o J m O L<ZLI o N U Z vF- >- N° F U) M, W J U)ERoYou Sig O U) O H��ul o Z Z<ZwZE Lu W r� LULL o 2 Z O 07 0 M _ ti N M J LL Q � W o LU z W LLJ Y N u O0LU i'mo_W J J Z U LLJ LLJ LO d a 1 �- �za Lu LLI 9 0 OW CO 0_OEXN STRUCTURAL ENG: BAD DRAFTING: -STRUCT: JV QC CHECK: EA JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/08/2019 MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN STANDARD (3) 2X12 — SYP #2 STRINGERS WW/ \ SIMPSON A34 CLIP TO FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN MIN. (2) 2x12 SYP#2 HEADER PER HEADER z REQUIREMENT AT LANDING SCHEDULE @ END OF LANDING FOR STRINGERS TO CONNECT TO. HEADER TO BEAR DIRECTLY ON BUILT UP COLUMN BELOW OR OPTIONAL ATTACHMENT PER B -B MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END B B II II A -A PLAN VIEWan 90 DEGREE TURN LANDING STANDARD (3) 2X12 SYP #2 STRINGERS W/ SIMPSON A34 CLIP TO FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. 2x8 SYP#2 JOISTS @ LANDING @ 16"O.C. W/ ' SIMPSON A35 OR LUS26 HANGER ON EACH SIDE MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) MIN. (3) 2x SYP #2 STUDS 3/4" PLYWOOD OR OSB REQ'D @ END OF LANDING SHEATHING OVER HEADER W/ MIN. (6) 12d LANDING ATTACHED NAILS FROM (2)2x12 SYP#2 4'-0" MAX. PER THE FLOOR HEADER TO BUILT UP FRAMING NOTES STUD COLUMN X OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: MID SPAN BLOCKING HU210-2/HUC210-2 W/ TO MATCH JOIST (18)16d NAILS TO DEPTH W/ (3) 10d LEDGER/SUPPORT AND TOENAILS EACH END (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: o HU210-2/HUC210-2 W/ v (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 SEE PLAN FOR HEADER MASONRY WALL OR STANDARD(3)2X12 Z WOOD WALL SYP #2 STRINGERS W/ B B SIMPSON A34 CLIP TO FLOOR SYSTEM & LANDING FRAMING MIN. 2x8 SYP#2 LEDGER (P.T. IF MIN. (2) 2x12 SYP#2 HEADER ATTACHING . L MASONRY PER HEADER REQUIREMENT MIN. 2x8 SYP#2 JOISTS WALL) CONT. LEDGER w/ (3) 16d AT LANDING SCHEDULE @END OF LANDING FOR STRINGERS @ LANDING @ 16"O.C. NAILS @ 16" O.C. MAX. TO EACH TO CONNECT TO. HEADER TO W/ SIMPSON A35 OR STUD. ((2) 1/4"x3-1/4" TAPCONS BEAR DIRECTLY ON BUILT UP LUS26 HANGER ON @ 16" O.C. AND 4" FROM ENDS COLUMN BELOW OR OPTIONAL EACH SIDE MAX. FOR MASONRY WALL) ATTACHMENT PER B -B A -A PLAN VIEW @ 180 DEGREE TURN LANDING 3/4" O.S.B. W/ 8d NAILS @ 3" O.C. TOP AND A34 @ EA. STRINGER BOTTOM CHORD TO LANDING 2x12 SYP #2 STRINGERS --J HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) SEE DESIGN PLAN FOR FLOOR SYSTEM PER 12'-0" OR LESS (2) 2x12 MAX. RISE OF STEPS FRAMING PLAN TYP. 12'-0" OR LESS (3) 2x12 �L AND MIN. TREAD IF I -JOIST, INSTALL @ 16" O.C. AND 4" FROM ENDS (10)-10d NAILS TO (3)2x12 SYP#2 HEADER I DEPTH WEB FILLER PER (NOTCHED @ 2x6 A34 @ EA. STRINGER I. MANUFACTURER'S 0 o> Z> LU �Cr J L -z UO =F 00 �¢ Il TO LANDING / WRITTEN TO SLIDE DOWN TO !/ SPECIFICATIONS �I I I I III I I I I T 71 2x12 SYP #2 STRINGERS --J HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX.UNSUPPORTED WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 ONE ON EACH SIDE AND 12'-0" OR LESS (3) 2x12 ONE @ MID -SPAN A 9'-0" @ 16" O.C. AND 4" FROM ENDS (10)-10d NAILS TO (3)2x12 SYP#2 HEADER I MAX. FOR MASONRY WALL) q (NOTCHED @ 2x6 A34 @ EA. STRINGER 4 0 o> Z> LU �Cr J L -z UO =F 00 �¢ Il TO LANDING J TO SLIDE DOWN TO 2x ATTACHED TO STRINGER �I I I I III I I I I MIN. (2) 2x12 SYP#2 HEADER PER HEADER REQUIREMENT AT LANDING SCHEDULE @ FACE OF TRUSS 2x12 SYP #2 STRINGERS I I I END OF LANDING FOR ATTACH 2x6 VERTICAL2x6 ONE ON EACH SIDE AND I I STRINGERS TO O LL o L -BRACE @ 6'-0" O.C. & ONE @ MID -SPAN I I I I CONNECT TO. HEADER @ ANY OPENING EQUALLY - cC q0 5w SPACED/CENTERED IN I I I I TO BEAR DIRECTLY ON Cz 6" MIN. i STAIR WINDER DETAIL FASTEN EACH 2X12 STRINGER TO DBL. 2) HEADER W/ (3) 12d N/ ALONG WITH A34's MIN. (3) 2x SYP #2 STI REQ'D @ END OF LAN HEADER W/ MIN. (6) 1'. NAILS FROM (2)2x12 £ HEADER TO BUILT OF STUD COLUMN B -B CROSS SECTION STRINGERS TO BE NOTCHED AT LANDING OR PROVIDE 2x4 SYP #2 LET -IN CLEAT AND ATTACH TO JOISTS BELOW W/(2) -12d NAILS @ 12" O.C. 2X12 STRINGER TO LANDING FRAMING W/(3) -12d TOENAILS 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES BEAM @ END OF LANDING PER SCHEDULE OPTIONAL (2)2x12 SYP#2 ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-2/HUC210-2 W/ (18)16d NAILS TO LEDGER/SUPPORT AND (10)10d NAILS TO (2)2x12 SYP#2 HEADER MASONRY: HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND (10) 10d NAILS TO (2)2x12 SYP#2 HEADER HEADER REQUIREMENT AT LANDING HEIGHT OF STAIRS AT LANDING BEAM (#2 SYP) JOISTS (#2 SYP) MAX.UNSUPPORTED WIDTH OF LANDING 12'-0" OR LESS (2) 2x12 2x8 T-0" 12'-0" OR LESS (3) 2x12 2x8 9'-0" GENERAL STAIR NOTES: 1. STAIR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MINIMUM CODE REQUIREMENTS AS SPECIFIED IN THE CURRENT EDITION OF THE FBC RESIDENTIAL. 2. (2)2x12 SYP#2 HEADER IS REQUIRED AT THE OUTSIDE FACE OF THE LANDING FOR STRINGER ATTACHMENTS. FASTEN (2) PLY BEAM TOGETHER USING (3) ROWS 10d NAILS AT 8" O.C. 3. CONTACT EOR FOR CONDITIONS NOT COVERED THIS DETAIL PRIOR TO CONSTRUCTION. 4. BASED ON MIN. TREAD DEPTH OF 10" AND MAX. RISER HEIGHT OF 7-3/4" 5. BEAM TO BEAR ON SUPPORT COLUMN W/ (6) 12d TOENAILS (BLOCK SOLID UNDER BEAMS LESS THAN 2x12) 6. CONTRACTOR MAY SUBSTITUTE 16d NAILS WITH SIMPSON 1/4" X 3-1/2" SDS SCREWS WITHOUT ADDITIONAL REVIEW 7. ALL 2X12 SYP #2 STRINGER SHALL BE END OR TOENAILED TO LANDING HEADER USING (3)-12d NAILS, ALONG WITH A34's MIN. 2x8 SYP#2 LEDGER (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4"x3-1/4" TAPCONS @ 16" O.C. AND 4" FROM ENDS MAX. FOR MASONRY WALL) I I I BUILT UP COLUMN A35 CONNECTION / III BELOW OR OPTIONAL WOOD OR MASONRY ATTACHMENT PER B -B WALL SEE PLAN FOR MORE INFO 2x8 P.T. SYP #2 (MIN.) LET -IN, FASTEN TO SLAB USING MIN. MIN. (3) 2x4 SYP #2 COLUMN MIN. 2x8 SYP#2 JOISTS (6) 1/4"x3-1/4" EVENLY @LANDING @ 16 SPACED TAPCONS & MIN. OR END DISTANCE OF 1-1/2" 2x P.T. BOTTOM PLATE W/ SIMPSON ANGER ON • LUS266HHANGA35 N EACH SIDE HEIGHT OF LANDING PER FLOOR PLAN rST`ol`1 GENERAL LANDING & STAIR FRAMING INFO SCALE: 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, LL( MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN IF 2X HEADER DOES NOT BEAR ON 2X BUII UP COLUMN SEE OPTIONAL HANGER CONNECTION BELOW MIN. 2X8 SYP #2 JOISI @ LANDING @ 16" O.0 W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE TYP. CONTINUOUS FULL - LENGTH MIN. (3) 2X12 SYP #2 HEADER @ EN OF LANDING FOR STRINGERS TO CONNECT TO. BEAM TO BEAR ONTO BUILT UP COLUMNS BELOW. NAIL PLIES FROM ONE FACE W/ (3) ROWS 10c NAILS @ 8" O.C. & 4" FROM ENDS STANDARD (3) 2X12 SYP #2 STRINGERS VV SIMPSON A34 CLIP TC FLOOR SYSTEM/ LANDING FRAMING TYP FOR EACH STAIR RUN MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES — MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END — SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. FRAMED OVER LANDING IF STEP REQUIRED MID LANDING. TOENAIL 2X SLEEPER TO SOLID BLOCKING BELOW W/ 12d NAILS @ 8" O.C. 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. FRAMED OVER LANDING STEP REQUIRED MID LANDING. TOENAIL 2X SLEEPER TO SOLID BLOCKING BELOW W/ 12d NAILS @ 8" O.C. MIN. 2X8 SYP #2 JOISTS @ LANDING @ 16" O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE TYP. MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END C -C CROSS SECTION @ LANDING STEP SEE ARCH PLAN Z OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN 4'-0" MAX. WOOD: ATTACHING TO MASONRY �X WALL) CONT. LEDGER w/ (3) 16d (10)10d NAILS TO (3)2x12 SYP#2 HEADER T MASONRY: STUD. ((2) 1/4"x3-1/4" TAPCONS HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND @ 16" O.C. AND 4" FROM ENDS (10)-10d NAILS TO (3)2x12 SYP#2 HEADER I MAX. FOR MASONRY WALL) S (NOTCHED @ 2x6 FACE OF TRUSS TO ALLOW VERTICAL 0 o> Z> LU �Cr J L -z UO =F 00 �¢ Il VERTICAL LOCATIONS). J TO SLIDE DOWN TO z >o FACE OF TRUSS ATTACH 2x6 VERTICAL2x6 VERTICAL AND -- 1 Q J TO TRUSS W/ (3) Y4' x 3" O LL o L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY - cC q0 5w SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE Cz TRUSSES SCALE: 3/4"= V-0" SINGLE TRUSS PARALLEL TO FLOOR U 0 FLOOR N.T.S. ;. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibiter U LINE UP 2xJOIST IN LINE WITH MIDDLE 2x12 STRINGER TO BE UTILIZED AS BLOCKING B B MIN. (3) 2x SYP #2 STUDS REQ'D @ END OF LANDING HEADER W/ MIN. (6) 12d NAILS FROM (2)2x12 SYP#2 HEADER TO BUILT UP STUD COLUMN 2x6 VERTICAL @ 6'-0" O.C. MIN. AND @ ANY OPENING W/IN HANDRAIL KNEEWALL 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES — MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END — SEE PLAN FOR MASONRY WALL OR WOOD WALL MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. FRAMED OVER LANDING IF STEP REQUIRED MID LANDING. TOENAIL 2X SLEEPER TO SOLID BLOCKING BELOW W/ 12d NAILS @ 8" O.C. 3/4" PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER THE FLOOR FRAMING NOTES MIN. SPF #2 2X SLEEPER @ 16" O.C. MAX. FRAMED OVER LANDING STEP REQUIRED MID LANDING. TOENAIL 2X SLEEPER TO SOLID BLOCKING BELOW W/ 12d NAILS @ 8" O.C. MIN. 2X8 SYP #2 JOISTS @ LANDING @ 16" O.C. W/ SIMPSON A35 OR LUS26 HANGER ON EACH SIDE TYP. MID SPAN BLOCKING TO MATCH JOIST DEPTH W/ (3) 10d TOENAILS EACH END C -C CROSS SECTION @ LANDING STEP A -A PLAN VIEW (cry 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED SECTION X -X SEE ARCH PLAN Z OPTIONAL (3) 2x12 SYP #2 HEADER ATTACHMENT TO CMU/LEDGER IN LIEU OF BUILT UP COLUMN MIN. 2x8 SYP#2 LEDGER (P.T. IF WOOD: ATTACHING TO MASONRY HU210-3/HUC210-3 W/ (18)16d NAILS TO LEDGER/SUPPORT AND WALL) CONT. LEDGER w/ (3) 16d (10)10d NAILS TO (3)2x12 SYP#2 HEADER NAILS @ 16" O.C. MAX. TO EACH MASONRY: STUD. ((2) 1/4"x3-1/4" TAPCONS HU210-2/HUC210-2 W/ (18) 1/4"x3-1/4" TAPCONS TO CMU AND @ 16" O.C. AND 4" FROM ENDS (10)-10d NAILS TO (3)2x12 SYP#2 HEADER I MAX. FOR MASONRY WALL) A -A PLAN VIEW (cry 180 DEGREE TURN LANDING W/ STEP (IF REQUIRED SECTION X -X 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.0 @ ANY OPENING 3Y2" "I 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/(2)16d TOE NAILS SEE ARCH PLAN i MAX. 4'4" ABOVE FLOC 2x4 92 SPF STUDS AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND @ 24" O.C. 2x4 SILL PLATE W/ (2 TOENAILS BOTTOM 10d NAILS @ 4" O.C. NOTCH SILL AND (NOTCHED @ 2x6 PLYWOOD FLOORING VERTICAL LOCATION NOTCH SILL PLATE FOR VERTICAL (NOTCHED @ 2x6 2x L -BRACE W/ 12d 2x6 VERTICAL AND NAILS @ 4" O.C. L -BRACE @ 6'-0" O.0 @ ANY OPENING 3Y2" "I 2x4 CONT. TOP PLATE ATTACH TOP PLATE TO STUDS W/(2)16d TOE NAILS GUARDRAILS AND HANDRAILS, INCLUDING IN -FILL COMPONENTS, i SHALL BE CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 50 PSF 2x4 #2 SPF STUDS @ AND A CONCENTRATED LOAD OF 200 PSF PER FBC R301 AND 24" O.C. W/ (2) 12d TABLE R301.5 (FBC 6TH EDITION) TOENAILS BOTTOM AS INDICATED NOTCH SILL AND -____ PLYWOOD FLOORING TO ALLOW VERTICAL TO SLIDE DOWN TO (NOTCHED @ 2x6 FACE OF TRUSS ATTACH 2x6 VERTIC DOUBLE TRUSS PARALLEL TO FLOOR TO TRUSS W N.T.S. SDS WOOD SCREW SCRR EW EQUALLY SPACED/CENTEREC 2x4 CONT. TOP PLATE TRUSS TO OUTSIDE ATTACH TOP PLATE TO FACE OF TRUSS STUDS W/ (2) 16d TOE NAILS SEE ARCH PLAN MAX. 4'-0" ABOVE 2x4 #2 SPF STUDS @ X I X 24" O.C. W/ (2) 12d TOENAILS BOTTOM I 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS W Q 0 > z � i 2x4 SILL PLATE W/ (2) JOB No. DWH-0205195 NOTCH SILL AND SCALE: AS INDICATED 10d NAILS @ 4" O.C. -____ Wv 1 PLYWOOD FLOORING (NOTCHED @ 2x6 --- TO ALLOW VERTICAL J Il VERTICAL LOCATIONS). TO SLIDE DOWN TO z >o FACE OF TRUSS ATTACH 2x6 VERTICAL2x6 VERTICAL AND -- 1 Q J TO TRUSS W/ (3) Y4' x 3" U o L -BRACE @ 6'-0" O.C. & SDS WOOD SCREWS @ ANY OPENING EQUALLY CO SPACED/CENTERED IN TRUSS SEE PLAN TRUSS TO OUTSIDE rSTQ'3 SECTION @ HANDRAIL W/ FACE OF TRUSS TRUSSES SCALE: 3/4"= V-0" SINGLE TRUSS PARALLEL TO FLOOR PERPENDICULAR TO FLOOR FLOOR N.T.S. ;. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibiter 2x4 CONT. TOP PLATE (ATTACH TOP PLATE TO STUDS W/ (2) 16d TOE NAILS 2x4 #2 SPF STUDS @ 24" O.C. EVERY OTHER STUD TO BE ATTACHED TO TRUSS BELOW (OTHERWISE ATTACH W/ (2) 12d TOENAILS @ BOTTOM) 2x4 SILL PLATE W/ (2) 16d TOE NAIL EA. CONT. BRACE & 10d NAILS @ 4" O.C. TO FLOOR SHEATHING ATTACH 2x4 TO TRUSS W/ (2) Y4"x3" SDS SCREWS EQUALLY SPACED & CENTERED IN TRUSS W Q 0 > z � i JOB No. DWH-0205195 SCALE: AS INDICATED DATE: a Wv 1 1 J Il z >o 1 Q J U o i L- - O CO 8 - J i < 0 j U 0U) ry' m U z Q z° am (D �/ W < C� rn L`�\ H o6 uj Z (� v Z n m W W z 5LDd _ H>��� LU Z J U)a�aY-o 0 J 12:0Oa� LLJ �?f2Etii o V Z Q a .20 f— UO SOX 3 Q ��� W W F- woo = Z O U) O M h h N M J LL Q � J Z LU Uj O p W } m o � J J Z U �e CD 0W a a F- h Z n. W in W OW CN14 ❑ co 2XN it STRUCTURAL ENG: BAD --STRUCT: JV QC CHECK: EA i JOB No. DWH-0205195 SCALE: AS INDICATED DATE: 05/08/2019 ST1